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1175 ATLANTIC BLVD - FARMHOUSE DRAWINGSPROJECT DESCRIPTION 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 EDITI❑N FLORIDA FIRE PREVENTION CODE (BASED ON NEPA 1 FIRE PREVENTI❑N CODE 2012 EDITION & NFPA 101 LIFE SAFETY CODE 2012 EDTI❑N,) 2011 NATI❑NAL ELECTRICAL CODE OCCUPANCY: NON -SEPARATED MIXED USE PER FBC-B SECTION 508.3 OCCUPANCIES INCLUDE BUSINESS, S-2 STORAGE AND MECHANICAL AREAS AREA OF PROPOSED CONSTRUCTION: FIRST FLOOR = 2566 SO. FT. CONSTRUCTION TYPE V(B), UNPROTECTED, UNSPRINKLERED. CHAPTER 10 - OCCUPANT LOAD AND EGRESS BUSINESS AREA - 663 SF/100 = 7 OCCUPANTS 1 MECHANICAL AREA - 527 SF/300 = 2 OCCUPANTS 1 STORAGE AREA - 1337 SF/300 = 5 OCCUPANTS TOTAL OCCUPANTS = 14 EGRESS WIDTH, FIRST FLOOR: 14 X 0.20 = 2.8" REQUIRED. 144" PROVIDED. TWO EXITS ARE PROVIDED. INTERIOR FINISHES: UNSPRINKLERED BUILDING EXITS AND EXIT PASSAGEWAYS: CLASS A CORRIDORS: CLASS B ROOMS AND ENCLOSED AREAS: CLASS C ATLA ATLAN FLORIDA FIRE PREVENTION 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 WITH 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. JTIC BEACH URBAN FARM 1175 ATLANTIC BLVD. TIC BEACH, FLORIDA 32233 aVICINITY MAP -ATLANTIC BEACH, FLORIDA NOT TO SCALE REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH EE PERMITS FOR ADDITIONAL RL-QUIREVIENTS AND CONDITIONS REVIEWED SY: DATE: t ix v c. Z i r"a-M A ov SZ DRAWING INDEX FARMHOUSE DWG NO DESCRIPTION C-1 COVER SHEET • ASF -1 ARCHITECTURAL SITE PLAN AF -1 ARCHITECTURAL PERMIT AREAS S-1 STRUCTURAL CONCRETE FOUNDATION PLAN W -�-' 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 CLN E-1 ELECTRICAL PLAN E-2 GREENHOUSE ELECTRICAL PLAN 0 " L - NE J p U f oo W a) c L LL _(n WL M ;-u.) O Q � nf) A! CV O ~ d) O Z WJ � "n ft CD %.�' Aad SEr� 1 EWA Fm • W W W -�-' Fm Z�^,, W W -�-' c� 00 CLN O (D �- 0 " L - NE J p U f oo W a) c L LL _(n WL M ;-u.) O Q � ; 0 CV O ~ d) O Z WJ � � CD W } O N o C 0c- C/) W L Q 0 REVISIONS 1-18-16 REVIEW COMMENTS D. SCOTT FRASER c iot:15 [ JOB NUMBER SCALE 1/4" = 1'-0" I,ftG NUMBER tmi WEST 15T STREET (50' R/W) (LB 6' WOOD FENCE ALONG SIDE PROPERTY LINE 5' SIDE (15' COMBINED) BUILDING RESTRICTION LINE r4' BLACK ALUMINUM PICKET FENCE 0' REAR BUILDING 5' SIDE (15' COMBINED) BUILDING RESTRICTION LINE IRRIGATI❑N WELL IN PUMP HOUSE ABOVE GROUND LP TANK -GAS TANK -SITE POWER METER AND PANEL i i I I ENERATOR ELECTRIC 1 PLANEL I I I I I c I I � I I � I O' N � I Q L-• -�■ J- O Z 0 rn N m 6' WOOD FENCE ALONG SIDE PROPERTY LINE ASPHALT ----------------------- —47. ------ ----------- 20' FRONT BUIN89 40'45 142. 73' ° a S89 0 80' LDING RESTRICTION LINE CONC. S1W in J�. ----------------------- 2' CURB & GU"ER 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 FDOT R/W TRANSFER MAP SEC77ON 72100 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 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. SURVEYOR'S N 0 TES of 1988, (NA VD 88). Map Revised date : 6-3-13 have not been shown hereon. ABBREVIA TION DEFINI TJON P. C. P. 100% P.R.M. = 0.19 ACRES P. 0. B. 15.0% P. C. = 0.06 ACRES P. T. 5.0% P. R. C. = 0.35 ACRES P. /. 27.6% R/W Right of Way 0. R. V. D. B. Deed Book Pg. page B. R. L. Esm t Easem en t W Z 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 REQUIRED PROVIDED 1. GREENHOUSE / WAREHOUSE 2 3 1 SPACE / EA 2 EMPLOYEES AT PEAK SHIFT 7 (4 EMPLOYEES) 2. OFFICE / RETAIL 5 1 1 SPACE / 400 SF (2,000 SF) 3. HANDICAP SPACE (1) 1 1 4. SERVICE VEHICLE (1) 1 1 TOTAL 9 6 Fm Z� W L. 00~ O(c) C1 (.0 rn r M M � O u- CV E J p U - 604 C) L W�a)xLL (D W (')O M 7 Qa) L N r(D a) +� 0 Cn a) c C.) CV - � W <L— a a LLW z1� a v, m J �a Uma W U mFm U = - V H � za a J H Q REVISIONS /1\ 1-18-16 REVIEW COMMENTS (2) 1" CONDUITS FOR DATA CABLES (1) 2" CONDUIT FOR FUTURE USE (1) 1" ONDUIT FOR SPEAKER WIRES _ X5,_4„ 14 COMBINATION EXIT AND 40'-0" EMERGENCY LIGHT TY , 10,_-0„ 38'-8„ 8" 10 8„ 85,_4„ WELL SHUTOFF ZONE 5 WALL 84'-0" TRENCH SAI \ S. ol �cl ;cl VALVE BOX S. OUTLETS 17,_0,, 17'-0"-0 17,_0„ 17,_0„ -o , 8 ELECT. A B A B O PNL. d- D❑SERACID D❑SERACID SOLID) I LECTRICAL SUB -PANEL ❑UNT 2-4PLEX i I o LEC OUTLET TYP. DOOR S L — (WATER PROOF) _ WATERPROOF -'I o 6,X8, WATER UNDER ----------------------- YP MOUNT ❑N SIDE WALL -_---------------------- oVE ED B. ❑❑LING WALL ELCTRICAL cu 0 0Rni 000 O SLAB FROM WELL i DOOR MECW. � LEC. OPERATOR � ALK AY �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FOR GARAGE DOOR FLOOR DRAIN l'000 -- 1 �g A Ll E A ❑�'` I II DLEACH loll 1 -0" 16'-0" `ecu STORAGE C C GAL. aso aso 1 0 I 3'XT ® I I I 0j H g I HREE WA SWITCHES FOR OVERHEAD IGHT ZONES 1 AND 2 T: + H. B. CD „ 3'X7' 24 VOLT SOLENOID 1 3'- 0 4 -0 BLEACH MOP SINK I VALVE ZONE 6 ZONE 4 }{ 0 AMP CIRCUIT LOCA ED 5' AF 8 — 0 I y{ ol 21 — 9 AS BURNER 15' -11" ON WALL DESIGNED L. .D. IND - 1 ol GROW LIGHTS (4) TYP I�COGLER N ><A©BI O O I I I 71 ICROWAVES -� - DEEP CABINET - L — — - o CENTERED O ❑ — — — — I� ENTRANCE H.B. _ _ _ _ e' DBL SINK ER G E E R A T❑ R SPACE HEATER - a DISPOSAL CENTERED I ON ENTRANCE DOOR O � 1 ST AGE I U 16,_0„ 6 -0" 14,_0„ I o 3' GLASS 1 120 AMP DUPLEX OUTLETS TO BE POWERED BY 24 HR COVERED I TERMATIC TIMER LOCATED ON WALL NEARBY, AND TO I oi o SCREEN B� SOURCED LOCALLY 6' HAND SINK D.S. 1 1 D.S. D.S.L 1 � cv \D ' DEEP CABINETS 1 / I C'7 INDOW F R v O � CE MAKER UPLEX ❑ TLETS I- - - - - - - - - - D,P, - AS NOTED -,, TRENCH DRAIN ZONES------ ----------------------------- j� 8'-0„ a °� ------ --- -------------------------- ------ 00 7 —7 SURFACE MOUNT ZONE 6 1 # _ }{ }� � O O GREENHOUSE LIGHTS ' fY 1I I I OFFICE R/R ® I TYP. I - I 3'X7' 3'X7 F, D. i I o 0 1 -_ I ZONE 2 I o to _ 1 - 4 ( # WA LK -IN s' -o" P OPAGATION BEN HEST I 9° COOLER 5" TYP 14" TYP - I I 1 4 8,-0„ 22'-11" 8X10 15 _11„ • SPACE HEATER L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — METAL BUILDING • H OSE BIB ----------- ----------- -----� - - - - - - - - - - WALL GLASS H B rREEL TO 1 1 BE FLOOR 1 ;I DOOR I MOUNTED TYP. F. THREE WA SWITCHES FOR OVERHEAD IGHT ZONES 1 AND 2 COVERED C ❑ 2 I O 6 INSULATED WALL o S EN ZONE1 GE ERAT❑R 1 I ' SOLID `CD GLASS of `I 2) SPEAKER CONDUITS FORKLIFT CHARGING ST DOOR DOOR `t TO CONTR L PANEL, AND SHELF DEEP SINK ( ❑ FARMHOUSE 1 RELEC.GA OPERATOR I FOR GARAGE DOOR � < m e• a a. e F7CLL• — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — D.S. 8'X10' ROLL UP D.S. �� D.S. Doo o D.S. D.S. ❑UNT ON SIDE WALL ol 6' 0" op 8'-2" 5'-10" 6'-0" 6'-0" 14'-0" 40'-0" FUTURE FARMHOUSE 3/1611 = 1 '-011 GREENHOUSE PERMIT 3/1611 = 1 1-011 AREA PLAN 54' FAN, TYP. r -MOUNT 1-2PLEX DUPLEX ❑U"LETS TYP. g Z� Zw W -'—' ma � J L oo r` 0(0(.0 o N � U Q i mW (h 0 LLLCVE U= ZV U �) 0 M 0 W��c� a L H LL Q W '0 r- � O Q N � -1—i Q) a) L 0) Z y-. O d7 o ai o — N CLL W L 0 g Zw aw ma � J co mw< LIJ W U Q i mW U= ZV J a H Q 7 -7i3 -7b REVIEltN ,OMMENTS SCALE 3/16" = V-0" DRAWING NUMBER AF -1 40'-0" FARMHOUSE SLAB MONOLITHIC STRUCTURAL SLAB /FU❑ATIN❑ SLAB TYP, 134-4" 10'-0" 40'-0" FARMHOUSE STRUC 3/1611 = 1 '-0" TURAL CONCRETE FLAN 1 Zo UJ -'-, — — Q 5L.opr,- �C'4 o IALKWAY I a i C) E DR O �— LNE J 0 v � o� 0 Wimc L °' LL W SLAB 1 " to 8'0" o n L M CV r g U � o N Q) SLOPES � rn '~ o ct) ai c C/'lvra 00 TO LijL In d TRENCH DRAIN a a / , � Q i / a ❑L-UMNS PER q; , � RBI—STRUCTURAL- T YP a oo a oo GREENHOUSE E REE E AY SLAB SL a a Q � a 1 -TRENCH DRAIN _ Zi EL_ 975 -----FF SLAB ❑NCL-LTHIC SLAB ` SLOPED TO `5 0' ! CENTRAL a / LOPE STORAGE ROOM `� FLOOR TO DRAIN TO CENTRAL FLOOR`` DRAIN ©RAIN ! 1 4 a a a 975 F,g�� WALKWAY I a .--- �,.�FLOOR SLOPE TO \l°l FLOOR DRAIN I a I a a 21 8 1/4,, BEAM E❑❑TINF 40'-0" FARMHOUSE STRUC 3/1611 = 1 '-0" TURAL CONCRETE FLAN 1 Zo UJ -'-, c� 5L.opr,- �C'4 o (0(0 r i C) r O �— LNE J 0 v � o� 0 Wimc L °' LL W o n L M CV r g U � o N Q) Z � rn '~ o ct) ai c C/'lvra 00 � LijL In 5; W um ZW Z MZ V J WO a =v O J a�a m�.z :)� �o uL z� J cl) H Q REVISIONS DATE 12-9-15 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER O C I � 6'-0" 6'X8' 0 0 , Zr ROLL -UP `D �X) /DOOR 0 I `D Ln CLJ �D Z� `D Eli METAL BUILDING WALL cU z im 3'G D.S. I low ELECT. PNL. OUTLET TYP. C A 40'-0" 38'-8" D❑SER I II 3X4 20 AMP CAT D.S. SOLID WATER UNDER EED LINES TO DOOR REENHOUSE " PVC PIPE MECH. SLAB FROM WELL ILTER FLOOR DRA N 1,000 A A r --) R I I I BLEACH GAL Z—c 350 350 3'X7' 18" MIN. CLEAR I WATER � �� 0 AMP LED 24 AEF WELL WATER ' 3 r- 0 rr /-0// 3X7 �\ CIRCUITS ,, r ri A BURNER ol — � 21 9 -- ❑❑LER`\ I ROWAVES --J 1' DEEP &BINET �i CE TERED ON ENFRANCE DOOR g DBL SI K W/ i' CD DISPOSAL SI i \`ID ON ENTRANCE\D❑❑Ro % JDISPOSAL i i ' //STORAGE � c D \16' AND SINK ` r + //CAT FIVE 1' DEEP CABINETS 8r_Ori o OFFICE 3'X7' 8'X10' ROLL -UP DOOR ❑W H.C. MIRROR CE MAKER D. F. , z I II z + cc R F. D. o , -- -U ® ' ,x7, --GB's 30" MIN 3'X7' _ 01* % +++ WALK-IN + COOLER 1` 8'X10' err TYP + + 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 I I I I I i 20 AMP CIRCUIT LOCATES 5' AFI ON WALL DESIGNED L.E.D. IND❑❑I GROW LIGHTS (4) TYP. + H. B. SLOPE STORAGE ROOM TO DRAIN TO CENTRAL FLOOR DRAIN SURFACE MOUNT GREENHOUSE LIGHTS TYP. 14" TYP E �� .'_,,,FLOOR SLOPES TO (9 `.� FLOOR DRAIN 6 INSULATED WALL SOLID c=)j \\ F' GLASS CI COVERED ' SCREEN DOOR �t SHELF 'I -DEEP SINK--, DOOR d rid -'"!� // ❑ ❑ � �\\ ��, CD 6' 0" I `o 5'-10" 6'-0" 6'-0" 14'-0" 40'-0" BUILDING A SECTION A.A D.S. PLUMBING RISER DIAGRAM BUILDING SECTION SECTION B.B FARMHOUSE FLOOR PLAN 3/1611= 1'-011 Fm Z� W .I..+ m L oo ~ O CV cfl � M � O�- 0 L- N 'g, E U o Wc °' L `n 7 W(Da M Ott i IL IL O -6--oN U °''a X ) Z a� � C) rn }+ O U) N p v�a N W cl REVISIONS D. SC T�-,FRASER n. sc AR o'l -00-134 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER A-2 _j W/ GUTTER a 1' OVERHANG TYP, ❑ GABLE 6'X 18' III METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF I I { CD I �r III I �r WEST ELEVATION 1/411 = 1 '-0" 0 I CU EAST ELEVATION 1/411 = 1 1-011 J I tLL 11VJULH I LL KUL-L- W/ AUTOMATIC OPENER COVERED WALKWAY T❑ BE COMPLETED IN GREENHOUSE PERMIT rl 1 -171 -I -T 1-171-171-171-I iIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIILIII I IIIIIIIII11111111111) 11 LI 1 1-11 Lit L11 i 11 LI I 10'-0' 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 COVERED WALK\ \ICN BE MPLETED GREENHOUSE II 17 T-17 rl7 x171 -TIS Il lllllllllllllllllll IIIIIIIIIIII IIIIIII II IIIIIIIII11111111111 II 11 LI i LI -1 Lit I I I i 11 LI CD C I I I II I ao 100 II i i 1 I I I , --J------L--J 5'-7' 14'-3' 20'-2' 40'-0' 1 10'-0' 40'-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 t" 2' OVERHANG TYP, W/ GUTTER 0 6'X 18' METAL A\ PANELS 1 � Q Q LLZ z aFm W H W V O� UJ � v w F.. J Z W FmQ J Q REVISIONS 1 1-18-16 REVIEW COMMENTS DATE 1-18-16 JOB NUMBER SCALE 1/4" = V-0" DRAWING NUMBER A-3 J Z(3.) W -�-' 5 L.00 r, i� 0 (o o N � 0co O LL �' N E J640 W c:) �c� ` � ,� cu W ^♦ M �� o j �Lo �o� 4 Z o U) ai o 00N 0 � Q Q LLZ z aFm W H W V O� UJ � v w F.. J Z W FmQ J Q REVISIONS 1 1-18-16 REVIEW COMMENTS DATE 1-18-16 JOB NUMBER SCALE 1/4" = V-0" DRAWING NUMBER A-3 J 6'X 18' METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF 1' OVERHANG ON GABLES, 2' ON H❑RIZ❑NTAL FACIA, r-,vo, Dnl I —I ID nnnD 1' OVERHANG ❑N' GABLES, 2' ON H❑RIZ❑NTAL FAL_E_R❑ MADE 3E STEEL ND P❑LYCARB❑NA 6" FACIA TYP, 6'-6"X 12' METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF 6" FACIA TYP, 3' ON ALL SIDES OF 6" FACIA TYP. 6'-6"X 12' METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF DOWNSPOUT TYP, NORTH ELEVATION 1/4" = 1'-01, I I I 10'-0' SOUTH ELEVATION BREEZEWAYS TO BE 1/4" = 1'-0" COMPLETED BY OTHER CONTRACTOR, WILL USE SAME FRAMING, AND POLYCARBONATE AS GREENHOUSE Ig Fm II. Z� LL MEN W I i• I I III L. I I 0 I O(c) No I I I I I C) I < I I Jo U I 0 I I W I I LL > W ��/ 0 ® Q CV r'- N Z O U a) 0� W <C a I i I I I 10'-0' SOUTH ELEVATION BREEZEWAYS TO BE 1/4" = 1'-0" COMPLETED BY OTHER CONTRACTOR, WILL USE SAME FRAMING, AND POLYCARBONATE AS GREENHOUSE Ig Fm II. Z� LL W -�--+ i• i 0 L. co P, 0 0 O(c) No rn ,.- C) 0'LNE < w Jo U 0 � W LL > W ��/ 0 ® Q CV r'- N Z O U a) 0� W <C a REVISIONS CO,.T.T,FRAR `99 DATE 11-29-15 JOB NUMBER SCALE i II+ = i -u DRAWING NUMBER A=4 II. LL i• i 0 0 0 Z o cl) i• < w REVISIONS CO,.T.T,FRAR `99 DATE 11-29-15 JOB NUMBER SCALE i II+ = i -u DRAWING NUMBER A=4 1' OVERHANG ON GABLES, 2' ON HORIZONTAL FACIA. ^I FARMHOUSE SECTION B.B 1/411 = 1'-0" 1' OVERHANG ON GABLES. 2' ON HORIZONTAL FACIA. ETAL B FARMHOUSE SECTION A.A 1/411 8'XIO' R❑ L UP D❑❑1 SUSPEND MECHANICAL AND ELECTRICAL FROM STRUCTURE TYPICAL' GALVALUM STANDING SEAA R❑❑TING TYPICAL, INSULATED INSULATED ATTIC SPACE 7/12 PITCH INSULATED SPACE AB❑VE SUSPENDED CEILING 12' MAX, DRUP CEILING HEIGHT 2X4 ACOUST. CLG. MECHANICAL COOLER 7/_nM I I � I I I I � � I I I I I 2X4 ACOUST. C G. I I ING I I CD I I 011 N I I I I II 1 I) I II I I ,I II 1 I 4 METAL 2/1-4# 7'-0" 5'-3" 2X STUD WALL W/ 1P' 3# (TYP.)GYP. BD. 0 I I I I I I I I O I 2X4 WOOD STUD WALL W/ GYP. BD., TYP. I �1 \ALUMINUM SOFFIT TYP, E, INSULATED ATTIC SPACE I I � I 12' MINI DR❑P CEILING HEI5HTI METAL PANELS, TYP. I , ABOVE GYP. BD. WALL FINISH 2X4 ACOUST. CLG. GYP. BD. WALL FINISH TYP. BELOW CEILING. I I I I � I 8'X10' ROLL UP D❑❑R I I I II d- COOLERX. COOLER NSULA I -ED EL❑❑R INSULATION TYP. , I i I I !01 J/ REVISIONS SCALE 1/4" = 1'-0" DRAWING NUMBER A-5 —i Fm Z�^,, W `�Vco° moi■ CLN C) rn 'r- (^] 1� co ' 0 ILL N E J °'It o W � � cc L — `� c W � o `� la �--+ � w Z -''= o� � c N W <L- REVISIONS SCALE 1/4" = 1'-0" DRAWING NUMBER A-5 —i 40,_0„ A A 38,_81/ s. C C D. S. 0 C SOLID DOOR Z6'X8' ROLLU EC . DOOR 2X4 GRID VINYL CLAD MOISTURE RATED TILE Lnico IN GRID LIGHTING FIXTURES TYP, CLI 3' cv TYP, OPTION FOR 6" RECESSED LIGHTING IVA r7cv 14_N��J zi .11 15/Al// CD 2'X4' GRID VINYL CLAD 2'X2' GRID REVEALED EDGE MOISTURE RATED TILE ACOUSTIC TILE TYP. 0 co 3' GLASS STORAGE IN GRID LIGHTING FIXTURES TYP, 3'x7' RIR Ln 2'X4' GRID VINYL CLAD IC j� MOISTURE RATED TILE 3'X7 3'X7' 0 0 xi x WALK-IN COOLER #4 14" TYP 22 -11" 8'X10' el 15,_ 1„ 2'X4' GRID VINYL CLAD MOISTURE RATED TILE xi IN GRID LIGHTIN 6"UL TED LL FIXTURES TYF, SOLID of GLASS \� COVERED DOOR DC OR SCREEN T -T 0 D.S. 8X10' O CEILING SPECIFICATION PLAN ROLL UP - --- DOOF L"J�. zt 6 0 i 5'-10" 6'-0" 6'-0" 14'-0" 40,_0„ F J Rbc Q F J Z(1) Q un uJ m- Fm 5 S" °O r 2 am O CL �m N� tr)1 OL. 0 J SNE 04 W J ma Wia U� — co u) H 70�13 ZZ >— W � M M O W L o � j a) a)a) r' N Z o a; �' L) 0 C/) W Q 0 2Z J Q un <0z m- Fm �U 2 - QU W W ma U� — C7 H ZZ a� J W FmQ REVISIONS 1 1-18-16 REVIEW COMMENTS D. SC- TT FRRASER j 4 ifi®• � 3g ° �a DATE 1-18-16 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER A-6 Xmill 40'-0" 38'-8" I. 22'-8" L. 16'-0" 1 D.S. f.! METAL BUILDING WALL I CU CLI 3'X7 D.S. F.D R/R F. D.S. I 8'X10' ROLL -UP DOOR MECH. WMA EMPLOYEE BREAK AREA WALK-IN COOLER 8'X10' )D... 6" INSULATED WALL 0 5'-10" 6'-0" I, 6'-0" 40'-0" GLASS DOOR ps STORAGE F. U. f m STORM 14'-0 DRAINAGE 133-0" 101-01, L 83'-0" D.S. C.O. q.S. D.S. SOLID GLASS DOOR DOOR SLAB COV ERED SLOPES S REEN TO TRENCH Ll DRAIN F9101 RED EN i[AREA ROPONICS AND AOPONICS TRENQ_Hl DRfN C.O. D.S7%L I / D.S. D.S. FARMHOUSE AND GREENHOUSE ROOF m! 54" FAN TYP, C.O. D.S. TO CIVIL 3/1611 1 1-011 fjqt4�, F- �CD Z LJLJ _t j m Loo O(c) r.,, CD O N 0 ] C L O"NE c� ' _ J N C L uj N (0 (a 70 LL 6'X8' UJ W 0 0 ZROI 1 -11 N N 'IDOOR °j q- O LniD = o ai V� L) CU I WL. 3'X7' CU 0 I 0 u. 0 I Z Z o � m J D Z Q U 3' GLASS f.! METAL BUILDING WALL I CU CLI 3'X7 D.S. F.D R/R F. D.S. I 8'X10' ROLL -UP DOOR MECH. WMA EMPLOYEE BREAK AREA WALK-IN COOLER 8'X10' )D... 6" INSULATED WALL 0 5'-10" 6'-0" I, 6'-0" 40'-0" GLASS DOOR ps STORAGE F. U. f m STORM 14'-0 DRAINAGE 133-0" 101-01, L 83'-0" D.S. C.O. q.S. D.S. SOLID GLASS DOOR DOOR SLAB COV ERED SLOPES S REEN TO TRENCH Ll DRAIN F9101 RED EN i[AREA ROPONICS AND AOPONICS TRENQ_Hl DRfN C.O. D.S7%L I / D.S. D.S. FARMHOUSE AND GREENHOUSE ROOF m! 54" FAN TYP, C.O. D.S. TO CIVIL 3/1611 1 1-011 fjqt4�, F- �o Z LJLJ _t j m Loo O(c) r.,, CD O N 0 ] C L O"NE c� ' _ J N C L uj N (0 (a 70 LL UJ W �c')o c, N N U °j q- O = o ai V� L) N WL. Q .Q u. Z Z m J D Z Q U pC ao Lu LL W O Up : F- wz Q J Fm REVISIONS 1 1-18-16 REVIEW COMMENTS DATE 1-18-16 JOB NUMBER SCALE 3/16" = V-0 DRAWING NUMBER mmi CD I CYl CD I 0 �D 6'-0// CD d 6'X8' ROIL /DOOR O I �D CD I Ec Ln I `.D 11 Ln I METAL BUILDING WALL I S. AU) I LC ELECT. PNL. LEC OUTLET TYP, 0 I ELEC, OPERATOR ClJ FOR GARAGE DOOR =!&IBSEN 11 CD 1 `D 3' GLASS D.S. 21'-9" AT FIVE 8/-0// OFFICE 40'-0 38,_8„ WELL SHUTOFF A V LVE BOX C n 3X4 20 AMP CAT DOSER I IIA D.S. A B A A B A SOLID ECH. DOOR WATER UNDER SLABFROM WELL PVC PIPE ILTER FLUIR DRAIN WELL WATER 1,000 3" RISER GRAVITY I �cr A L] R I I I BLEACH \UNDER SLAB C 350 350 V=RM 3" RISER GRAVITY II ISER PIPE FOR GRAVITY / FEEDS OF II AND III 3'_0/1 4/—oa 00, 3'X7' °°° WELL WATER / ° 0 AMP CIRCUIT LOCATED 5' AFF AS BURNER °°° 15' -11" ❑N WALL DESIGNED L.E.D. INDOOR GROW LIGHTS (4) TYP. -- ❑OLEO° / / ICR❑WAVES -- ' ' CENTERED ❑ 1' DEEP / ENTRANCE D R °° / 8' DBL SINK W/ DISPOSAL C�NTERED / `I ON ENTRANCE°° DOOR i / ISP❑SAL °° / / d / STORAGE \16' HAND SINK -SLOPE IND❑OR GROW ROOM 1' DEEP CABINETS �� TO DRAIN TO CENTRAL FLOOR DRAIN IND❑W H.C. MIRROR ICE MAKER 00, 7 00, o o , SURFACE MOUNT tb CD '°\ GREEENH❑USE LIGHTS 3'X7' 22'-11" ELEC. ❑PERATO FOR GARAGE DO❑ 8'X10' ROLL -UP DOOR 3'X7' E,D, ,X7' CD 5 " ; Y P ,I WALK-IN COOLER 14" TYP 8'X10' 15'-11// F, D. `\�� '�/ LO❑R SLOPES TO ® \.,�_FLOOR DRAIN 6// N ULATED WALL ,� SOLID cj \\�`�' GLASS COVERED DOOR d SHELF DEEP SINI�DOOR � SCREEN F-1 El ` 6'+0/' CD I 8'-3" 5'-9" 6'-0// 6'-0" 14,_0„ 40/-0// D.S. FARMHOUSE ELECTRICAL PLAN 1/411 /4„ = 11-0" Fm Z� um ZZ m J �a W � J 2a VU a� W H L. 00 ~ F- O(D o (9 T__cD a C)N H- 0 C\l E J p U � �� 7 LL0 ULJWc) O cl) - Q > Q c CV N 4—i U a) a),� o Z � 0) 0}i O U) O Cnv�a c W <L- REVISIONS 1 1-18-16 REVIEW COMMENTS DATE 1-18-16 JOB NUMBER SCALE DRAWING NUMBER E= 1 um ZZ m J �a � J 2a VU a� W H mU UJ F- W Z a J H- Q REVISIONS 1 1-18-16 REVIEW COMMENTS DATE 1-18-16 JOB NUMBER SCALE DRAWING NUMBER E= 1 CONTROL PANEL BOARD----___ 3'X4', INCLUDE (2) 1" EMPTY DATA CONDUITS TO FARMHOUSE,(4) - OUTLET 20 AMP CIRCUIT (1) SPEAKER 1" CONDUIT, COMBINATION EXIT AND EMERGENCY LIGHT TYP, EQUIPMENT SCHEDULE 1. D. # TYPE QTY FLUORESCENT 3'-0" X 7'-0" VISTAWALL FULL GLASS SINGLE ZONE 1 CONNECTION BOX DOOR (LHR/HLSO) 'wl` HARDWARE, TUBE OENTRY \ CLOSURE, PUSH BAR, & THRESHOLD (PANIC 1 2 HARDWARE NOT INCLUDED) MCM ®D'S 4" DOWNSPOUTS — (4) PER RUN OF GUTTER 12 OF 16" HORIZONTAL AIR FLOW FAN 8 E — — 115V, 1 PH, 0.9 AMPS, 0.06kW '1115' HP W/ 3#2 CU AND JOHNSON MODEL 1332 CO2 GENERATOR 1 42 CU `wl` SAFETY VALVE & GAS PRESSURE GAUGE` 2 METAL BUILDING 4'-0" HIGH X 63'-0" LG. EVAPORATIVE COOLING PAD SYSTEM 'wl' 6" THICK PADS 1 rxxx= 1-1/2' — PUMP: 220V, 1 PH, 3.00 AMPS, '314` HP 0 1#8 52" POLYURETHANE FUNNEL FLOW EXHAUST FAN 'wl' 52" MOTORIZED INLET SHUTTER 4 52 — 220V, 1 PH, 5.00 AMPS, 1 HP T== 36" X 60" MOTORIZED INLET SHUTTER 24 3660 — 115V, 1 PH HR WADSWORTH VERISTEP CONTROLLER 1 CONTROL (FIELD VERIFY LOCATION) L 4 HIGH PRESSURE FOGGING COMPRESSOR 1 FC1 — 220V, 1PH TERMAT C TIMER LOCATED POD OUTLET 28 TO DS SPEAKER 2 �1 LECTRICAL SUB—PANEL - ❑UNT 2-4PLEX I o 1 S • L — — — — (WATER PROOF) _ _l I _ WATERPROOF-[ _ - _ 1 ------------CAL _------- ----- YP, M❑UNT ON SIDE WALL — — — — — — — — — — — — — --------------------- � g ❑OLING WALL ELCTRI 1 1 I- — j LJ L Li — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — - — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — BI VA 16'_0„ • I H.B.I HREE WA WITCHES FOR OVERHEAD IGHT ZONES 1 AND 2 d 1 24 VOLT SOLEN❑ID C CD Jq VALVE ZONE 6 ZONE 4 j ,-0/, 8 •B o OI �1I o • L- — — — — — — — — — — — — — __ 1 CU H.B. C 2 SPACE HEATER I 2 1 1 -- -------------------------------------------- ---- r- 4 11EN RAT❑R I - �B Li 44 I 71 1 i n 1 6'-0ll 14/_0„ I ZONE 2 CD I 5'-0" PROPAGATION BENCHES' ; 9" I 8,_0„ 1 l 1,_4„ ~``'SPACE HEATER d ° t L-----------------------------------------------------------------� I� H a • _OSE_ BI_B -------------------- -------------- ° H. B. CREEL T❑ --------------- i i_._ a�4,. I BE FLOOR 1 MOUNTED 1-i 1-I 1 I 1 TYP. 2j Li LJ THREE WAY SWITCHES FOR OVERHEAD LIGHT ZONES 1 AND 2 B C ❑ �1 0 ZONE1 ❑E ERAT❑R 17 CD I 1 2) SPEAKER CONDUITS I d a TO CONTROL PANEL, AND l O FARMHOUSE I °d I ° e a c - ° d ' d ° ca < d" ° c . a � a 'd. 4 a 4 4° O D.S. D.S. 300A. 10 240V SERVICE D.S. --�—M❑UNT ON SIDE WALL METER ATS 300A. SERVICE RATED 3R AUTOMATIC TRANSFER SWITCH LEGEND NOTES. —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 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 °LTAGE E WATER IACTRE UATED SOLENOID DIRECTLYUNNING T° THE GREENHOUSE ELE VALVE AT THAT L❑CATI❑N. —TOP OF OUTLETS SHOULD BE 24" 1 /4" = 1'-O" OFF OF CONCRETE FLOOR, 2 TUBE OUTDOOR FLUORESCENT LIGHTS ZONE 1 CONNECTION BOX 2 TUBE OUTDOOR FLU•ZONE C — 2 W/ 3-350 MCM CU AND 1#2 CU D — 3' PVC OF MCM CU AND 1#2 CU E — 1-1/2' W/ 3#2 CU AND 1#8 1 42 CU GROUND TO REBAR IN SLAB AND METAL BUILDING G — 1-1/2' W/ 3#2 CU 0 1#8 4 , 2120 AMP DUPLEX OUTLETS u u -NE TO BE POWERED BY 24 HR JC) L 4 -a x co I TERMAT C TIMER LOCATED �LL0 ON WALL NEARBY, AND TO > W W �N� u� O i � } � � B SOURCED LOCALLY � lq- Z i 0� rn 1'� D.S. o Cn m c V Cid C) I 004 L D.S. D.S. O a I OgL!aL!a a 4 1 a a --`1 0 UPLEX OUTLETS L- - - - - - - - - - - - - - - - - - - - - - - - - - ZONE 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — I� 4 .. AS NOTED TRENCH DRAIN I d -------------- -------------- — — ZONE 6I 1 I 1 -I-- Li 4. 1 d �LJ CmD 4� — ZONE 2 CD I 5'-0" PROPAGATION BENCHES' ; 9" I 8,_0„ 1 l 1,_4„ ~``'SPACE HEATER d ° t L-----------------------------------------------------------------� I� H a • _OSE_ BI_B -------------------- -------------- ° H. B. CREEL T❑ --------------- i i_._ a�4,. I BE FLOOR 1 MOUNTED 1-i 1-I 1 I 1 TYP. 2j Li LJ THREE WAY SWITCHES FOR OVERHEAD LIGHT ZONES 1 AND 2 B C ❑ �1 0 ZONE1 ❑E ERAT❑R 17 CD I 1 2) SPEAKER CONDUITS I d a TO CONTROL PANEL, AND l O FARMHOUSE I °d I ° e a c - ° d ' d ° ca < d" ° c . a � a 'd. 4 a 4 4° O D.S. D.S. 300A. 10 240V SERVICE D.S. --�—M❑UNT ON SIDE WALL METER ATS 300A. SERVICE RATED 3R AUTOMATIC TRANSFER SWITCH LEGEND NOTES. —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 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 °LTAGE E WATER IACTRE UATED SOLENOID DIRECTLYUNNING T° THE GREENHOUSE ELE VALVE AT THAT L❑CATI❑N. —TOP OF OUTLETS SHOULD BE 24" 1 /4" = 1'-O" OFF OF CONCRETE FLOOR, ~ICAL PLAN Ale" I GRADE �-e F 25 KW GENERATOR D CD 4 l J `D 300A, M.L.❑ 4" FAN, TYP, MOUNT 1-2PLEX DUPLEX OUTLETS TYP, 100A. M.L.❑ A - 2 TUBE OUTDOOR FLUORESCENT LIGHTS ZONE 1 CONNECTION BOX 2 TUBE OUTDOOR FLU•ZONE C — 2 ~ICAL PLAN Ale" I GRADE �-e F 25 KW GENERATOR D CD 4 l J `D 300A, M.L.❑ 4" FAN, TYP, MOUNT 1-2PLEX DUPLEX OUTLETS TYP, 100A. M.L.❑ A - 3' PVC W/ 3-500 MCM AL TO JEA SERVICE CONNECTION 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 — 42 CU GROUND TO REBAR IN SLAB AND METAL BUILDING G — 1-1/2' W/ 3#2 CU AND 1#8 REVISIONS D S OTT FR SER 9 DATE JOB NUMBER SCALE 1/411 = 1'-0" DRAWING NUMBER E-2 ____ --1 Z( W -�-' CLCV Oc� o y) C)( , O "u O u u -NE rn JC) L W -a x co �LL0 _ > W W �N� u� O i � } � � j a) i � lq- Z -r- 0� rn 1'� ' o Cn m c V Cid C) 004 L REVISIONS D S OTT FR SER 9 DATE JOB NUMBER SCALE 1/411 = 1'-0" DRAWING NUMBER E-2 ____ --1 SITE DEWELOPMENT t � ARMS �� : �. I �� — P EPARED FOR: ATLANTIC BEACH URBAN FARMS, LLC. SHEET INDEX : u �. . '� cs . s rs i �- sz COVER SHEET r z� z.:q EXISTING CONDITIONS PLAN 3 GEOMETRY AND UTILITY PLAN 4 X,3 t K-. 5 i 6 GRADING AND DRAINAGE DETAILS 7 TRAFFIC CONTROL PLAN 8 w �`�' 'I1z STOR�nWATER POLLUTION PREVENTION PLAN C0 Of `s. °d C0 O N = "1 N H ro D i Q �: �: Q� w 3, w.. Ir o~ J Of e. , Ew 1 . i€ U -U _ U `3'r.0 w 4 L7 m� w� Z j' R w �It N a W Z� R� '�� U w0 > rn X '€� W Q rs W� Y 0 r') . X M wr _� T Ui ??� 2Z (0r �04 O N N &aa €°�� '. z. .: , "' - ,, \ ,, i[ ��YW _ ; � 3� � ��K �:,r x :.: _ ..:,.,... .. .. ..., VICINITY MAP SHEET INDEX SHEET N0. 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 STOR�nWATER POLLUTION PREVENTION PLAN C0 Of C0 O N = N H ro D Q �- y ; i` ^ 1„ AN I Q 2016 , � ®S AI t,- �� -- e " IV' �y h`y - . 8 , � 1 5j"t — !s t �� /r"/ ABBEY, P.E. G. NO. 56819 J h7 /j N Uj cL J N m F� � �j Q �1 � � MZ m w W U U Q Z m U Z W � n Q V) O ^u4 U �-0 ��w F -Of �� w 0— W .1w C/) P4 W 0 u m W Z O = �� Q N 0 I m m �a � v 0 0 0 .. I aha Q o = � � w ate, O Q A U -< U0 SHEET 1 00 N It Z O H Q N C0 Of C0 O N = N H ro D Q Q� g O Ir o~ J Of 4 Ew U -U _ U w 4 L7 m� w� Z j' w �It N a W Z� � U w0 > rn X W Q W� Y 0 r') . X M wr _� Ui (0r �04 O N N m W Z O = �� Q N 0 I m m �a � v 0 0 0 .. I aha Q o = � � w ate, O Q A U -< U0 SHEET 1 BLOCK 10 rn N (7.5) :Z�! O I (7.5) — — — — — — — — — — — (6.6) (8.3) (8.9) (7.4) Q„ (8.0) SAN. MH TOP=(7. l2) INV=( -4.18 t/- N&W N89 30 37"E190.50' INA I 30LF 15" HOPE INV=(6.45) : (6.27) (7.95) (8.31) 24" (75) I 0 1 X i X 1 I I x I X I I I I 2" I I 2.1' X �94 I N I � I I I X — BLOCK 14 ASPHALT (5.83) (79) � I (8.1) (9.0) I I1 (8.6) I (7 9) 1 CONC. (8.2) FOUNDA TION O V PRE -B 0.64 AC (6.28) 29.6' 9' 1(8.42) mm Lp (7.5) (75) INLET SAWCUT AND REMOVE DRIVEWAY, CURB AND SIDEWALK IN FDOT RIGHT–OF–WAY AS NEEDED (6.63) EXISTING FIRE HYDRANT J y NOTE: SOME CONCRETE DEMOLITION HAS ALREADY OCCURRED. MAP SHOWING SURVEY OF BLOCK 77, 12 AND 73, SECTION "N" ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLOR/DA. LESS AND EXCEPT THOSE PORTIONS OF SAID BLOCK il, 72 AND 13 LYING WITHIN THE EXIST/NG RIGHT OF WAY OF ATLANTIC BOULEVARD (STATE ROAD N0. 70) BEING A VARIABLE WIDTH RIGHT OF WAY AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY TRANSFER MAP SECTION 72700. SURVEYOR'S N 0 TES 1. Bearings are based on the S. R/W LINE OF WEST 1ST STREET (N89 3037"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 (F1.R.M.) Community–Panel Number 12031C 0408 H Map Revised date : 6-3-13 5. Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands by State or Governmental Agencies, has not been determined and any liability resulting therefrom is not the responsibility of the undersigned. 6. There may be Restrictions or Easements of Record evidenced by title examination that have not been shown hereon. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY, AND /S NOT VALID. ABBREVIATIONS THAT MAY BE USED /N THIS SURVEY ABBREVIA TION DEFINI T1 ON ABBREVIA TION 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. Poin t of Curvature EQUIP Equipment P. T. Point of Tangency A/C Air Conditioner P.R.C. Point of Reverse Curvature C.A. T. V. Cable Television P./. Point of Intersection OHL Overhead Lines R/W Righ t 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 Bearin & Distance equals B.R.L. Building Restriction Line 0 = Delta or Cenral Angle equals Esm t Easem en t 1. P. Iron Pip e wLL- Con c. Concrete SCALE IN FEET :t • a e , c ;F/ , 7_5 E. �, LEGEND J DENOTES CONCRETE MONUMENT X— X DENOTES FENCE 0 DENOTES 1/2" IRON PIPE SET U WITH CAP, R. MILLER & ASSOC. Z DENOTES IRON PIPE FOUND O (NOTED) SCALE IN FEET :t • a e , c ;F/ , 7_5 E. �, L 00 J N z O U N N Z N_ O LLQ = < c0 p N = 0 P4 ¢ N oo ~� O En 20 TFyle V :21m U LL -w Cil : U w F= ::21 �..� Uj Of W ON w z� H � 40U W w n wQ wLL- Y O c w Xla- L 00 N z O U Q Z N_ O O tY ti PP M c0 p N = 0 P4 ¢ N O a 20 U j (n LL -w Cil -U = U W LLJ m� LL, d Z r? W ON w z� j rn 40U X wQ wLL- Y O c w Xla- ON V) U Z O �n Q ti PP M Q W x U U 0 P4 ¢ W 5 O (n Ld c U o o w 0 Z SHEET 2 U O �n Q ti PP M Q W x U U 0 P4 ¢ W 5 SHEET 2 . ........ EXIS77NG FIRE HTDRANT o�"i WEST 1ST STREET (50' R/W) ' CONNECT TO EXISTING 1 • ... ... WATER SERVICE WITH 1" RPZ BACKFLOW PREVENTER ELECTRIC DROP (WITH FREEZE PROTECTION) 4 6' WOOD FENCE ALONG- SIDE PROPERTY LINE f•� BLOCK, 7 5' SIDE (15' COMBINED) BUILDING RESTRICTION LINE Kl 1-- ' I C IVI F U KAK Y 2 CONTAINER STORAGE w • :a t DS 'i �" s Q = 0.21 ACRES 9,237 SF 16.7% CONCRETE PAVEMENT AREA = 0.09 ACRES 3 1ll CRUSHED STONE AREA = 0.34 ACRES 14,953 SF 27.0% TOTAL IMPERVIOUS AND SA, SEMI -IMPERVIOUS AREA = 0.65 ACRES N89 30'3 lo4e HOSE PATH FROM FIRE HYDRANT TO FURTHE T POINT ON BUILDING = 497 FE ( ....... i-4' BLACK ALUMINUM PICKET FENCE by { u . O)E r10' REAI BUILDING RESTRICTION LINE mm C,4 TV 190.50# EXISTING ADJUST MANHOLE TO NEW FIRE HYDRANT '�y PAVEMENT GRADE (EL. 7.50±) __ . v.......... MAKE LATERAL CONNECTION TO EXISTING SEWER MAIN AT INV. EL. 5.05± 1' 10`k10 FLARE 0 DRIVEWAY 24" WHITE STOP BAR AI ;,2F O' 36 STO SJ1 e ..m VERIFY LOCATION OF SEWER MAINS HOSE PATH FROM FIRE HYDRANT " PRIOR TO START OF CONSTRUCTION TO FURTHEST POINT ON BUILDING --..-Y-• — 498 FEET x Lo #0e4 ROLLING GATE e ' a ° . 25' SIGHT — — — — — — — — — — — TRIANGLE (T Y P . ) tw.�— 4 6" SEWEI RIGHT OFR WAYANOUT I I PATH OF WATER SERVICI C ADJUSTED TO I AVOID TREE ROOTS 2Z I''--5' SIDE (15' COMBINED) BUILDING RESTRICTION LINE 6" PVC SEWER POND �-� I I I LATERAL 0 S=0.6% x I 1,—PUMP HOUSE WITH I IRRIGATION WELL I ABOVE GROUND LP TANK •i --SITE POWER METER AND PANEL -•---GENERATOR I 1--- GRAVEL WALKWAY L OC 14 6" CLEANOUT 6' WOOD FENCE ALONG SIDE PROPERTY LINE YELLOW CENTERLINE �'NOW W, .�......... ..M_. _ _....,._., STUBOUT R UTILITY�� AND PLUG < . SWING GATE AT SIDEWALK I� '�� o d•' pa a— e POLE 00 Ki e• .mm �.,... .. �...:. ............ ,... O cif#'�:wo ,�3A�i' d •. e • �I '.. � . .• � ' . e e° � G .......3�.....0..,.... 6,S8920' FRONT BUILDING 73' e -4 7.80 RESTRICTION LINE N89045W 142. ___$ F a.. ,...,.._....... . .................. ........ .... .._..,... 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 LINE7."'T 24" STOP BAR AND 36" STOP SIGN (R1-1) AND 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 N( 10) RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP SEC ON 72100 may,, f I f7 < �s ASrW,?L T �N 1z: < it I 3 33 I 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. SITE DATA SUMMARY: ZONING: CG REQUIRED BUILDING SETBACKS: FRONT -20% SIDE - 5' (15' COMBINED), REAR -10, MAXIMUM BUILDING HEIGHT = 35' SCALE IN FEET "3 'A/- 'n/- 'n/- ''d '3✓ 2! '% '/ y vy '% -'/ -'/ '% -'/ ' I C IVI F U KAK Y 2 CONTAINER STORAGE .�' """µ, • :a t DS 'i �" s t I = 0.21 ACRES 9,237 SF 16.7% CONCRETE PAVEMENT AREA = 0.09 ACRES 3 7.0% CRUSHED STONE AREA = 0.34 ACRES 14,953 SF 27.0% TOTAL IMPERVIOUS AND SEMI -IMPERVIOUS AREA = 0.65 ACRES STRUCTURE LEGEND 50.7% 1,280 SF±" 4 10 LF STUBOUT 4 ` .I, � Xa € o CO "LEA�� UT w PVC FOR POSSIBLE 3. HANDICAP SPACE (1) e 1 O P ` FUTURE CONNECTION 4. SERVICE VEHICLE (1) 1 rn n°�s€ TOTAL 6.5 8 O mX. CRUSHED d 5 SIDEWA p I YELLOW CENTERLINE �'NOW W, .�......... ..M_. _ _....,._., STUBOUT R UTILITY�� AND PLUG < . SWING GATE AT SIDEWALK I� '�� o d•' pa a— e POLE 00 Ki e• .mm �.,... .. �...:. ............ ,... O cif#'�:wo ,�3A�i' d •. e • �I '.. � . .• � ' . e e° � G .......3�.....0..,.... 6,S8920' FRONT BUILDING 73' e -4 7.80 RESTRICTION LINE N89045W 142. ___$ F a.. ,...,.._....... . .................. ........ .... .._..,... 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 LINE7."'T 24" STOP BAR AND 36" STOP SIGN (R1-1) AND 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 N( 10) RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP SEC ON 72100 may,, f I f7 < �s ASrW,?L T �N 1z: < it I 3 33 I 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. SITE DATA SUMMARY: ZONING: CG REQUIRED BUILDING SETBACKS: FRONT -20% SIDE - 5' (15' COMBINED), REAR -10, MAXIMUM BUILDING HEIGHT = 35' SCALE IN FEET "3 'A/- 'n/- 'n/- ''d '3✓ 2! '% '/ y vy '% -'/ -'/ '% -'/ '% '+/ '»! '+l 'Y �' d "0' "a( 'Oe( "3/ d "% "'a` `y' "a' `Y % "ay-.a...,,,v SITE AREA = 1.27 ACRES 55,440 SF 100% BUILDING AREA = 0.21 ACRES 9,237 SF 16.7% CONCRETE PAVEMENT AREA = 0.09 ACRES 3,877 SF 7.0% CRUSHED STONE AREA = 0.34 ACRES 14,953 SF 27.0% TOTAL IMPERVIOUS AND SEMI -IMPERVIOUS AREA = 0.65 ACRES 28,107 SF * 50.7% * SJRWMD PERMIT IS BASED ON 32,000 SF OF IMPERVIOUS AREA AT BUILD -OUT. Of U � o REAL ESTATE NUMBERS = 170709-0000, 170710-0000, 170712-0000 PARKING SPACES PROVIDED = 8�j PARKING CALCULATION ADA RAMP DETALS SCALE: 1"=10' ' WIDE ETECTABLE IARNING =I r� N REQUIRED (n PROVIDED 1. GREENHOUSE / WAREHOUSE 2 2 1 SPACE / EA 2 EMPLOYEES AT PEAK SHIFT w ZD M (4 EMPLOYEES) U U Q N U 2. OFFICE / RETAIL 2.5 4 1 SPACE / 400 SF (1,000 SF) d - Of U � o cno w 3. HANDICAP SPACE (1) 1 1 4. SERVICE VEHICLE (1) 1 1 TOTAL 6.5 8 ADA RAMP DETALS SCALE: 1"=10' ' WIDE ETECTABLE IARNING =I SHEET u r� N (n ^ � 00 z m w ZD M H U U Q N U w Ld f� Q d - Of U � o cno w U W U) � 0 O SHEET u 00 N U d - O Z O F_ a Q Q u N (o C) N = N H �D Q QLL. 00 O F-: U J � W W -U U w m,.t Z =)� W N a w <rn U Wi 40 X wQ w L- Y O M Of w U co r` "t 0' O N N r. O 0) z O D_ cD'n L LoLo Lo i i w O N I 7 I f l l l r� I I N O CD� O N rn I N N N d 00 co Mm m M M M m M M a a CL CL -� m a_ 0_ 0 _ 0_ EL 0- 0_ d ��-D�-D-) CD Z Z O w N o a N M J C7 W Q o z zz O Y r aOfo w J O �— Lu U o Ei ?y O Z LNiJ � Q W V5 Z N (V Lq O w to cn O < Z co Z � to Of S W O Z Q W 0 W :2p ~ O m Q w C~� z U3 < M F— p W � Z O W~ J O W LE Z_ Y � >- > o w N = O_ a � _ oQ Y Ln CD Z Z N Q H- f— CSI �_ Q cn O S Z �_ �'- J of o U of W J ;z m O LL_ m U CL CL U5 0: C9 m O WO O O O L` O O O W Ln cn' cn to tlil N (I!>> D W W N W > W 2 W? � p >>) 2i W >N_> W Q W Q' Q ckf ckf d K7 O O .— N d u•) co I-- 00 M SHEET u U t Q Q u Ln SHEET u n W 0 Z_ 3' CENTERED CO o1r FILTER WRAP AT RCP JOINT NOT TO SCALE CONTINUE CROSS -SLOPE 18" '± ry REGRADE 100 LF ± OF USE EXISTING CONCRETE V -BOTTOM SWALE WITH 2:1 SS MITERED END SECTIONS IF TO MATCH EXISTING. SOD ALL Q SUITABLE DISTURBED AREAS L4....... m . ..... f W.v ...... - 45LFN15 RCP WITH 90 15" RCP WITH LIMEROCK BACKFILL 6" CONC. DRIVEWAY SECTION C -C NOT TO SCALE SECTION D -D NOT TO SCALE NG V (16.16,€ (8.3) (8,9) LIMEROCK BACKFILL TO FRERHYDR o),yw ` << TO BOTTOM OF ,o _... °' ...... �� _.....• m_ ._m.-,"�.,..-_--�...,�..__...._.....,....-...__....__........,._u�=�°..,.m_...�...�f..�.....�...W ° DRIVEWAY SLAB. WRAP . ........ ... SAA`, VH m (�.�,� ..�.......... � � � � ��r�(7; 12� _.. JOINTS PER ST 1ST STREET (50 �W) 30Lµ 15' HDPE ST -8 �a....x ST -7 MES .. m_ MES ,- _94) MES �. �.:e. ,€ °.: INV. EL. 4.90 # F 4 r} C _ `e k PP Q. _$ N89 °30'37"E TEL ° 4.7 4.8 pp €'� B' 1 �t44) 6,361 a. ? e ° ....... _ .... . .�.,.. . .......... ,5 ...... �.... 1180 f 9. .°,� ar . .off 16 LF C . x)12" HDP, .. a ° } 3 X SS 31 ST -6 S TYPE „C" INLET r S OND SS`` ;: TOP EL. 8.00 OM ST -5 MESS ST -4 SLOT EL. 6.30 (6" WEIR) POND BOT INV. EL. 5.00 TM EL. (-) .00 INV. EL. 3.50 `SS' CRUSHED TYPE "C" INLET SUMP EL. 4.00 (GROUT FULL) -5 0 � STONE _ ; ° TOP EL. 8.00 t� SURFACE � � INV. EL. 3.80 (S) NWL 5.0 � INV. EL. 3.60 (N) 28 LF 15" HDPE Oen D.A.4 TOB 8.0 `Z' 0.20 ACS5 I B �.`� I 9.t I ? I °} t 6.80, tri F r' d 8.50 3 0 ZNo .i 8.70 s N .- r :. 8,69 $ 60 a X D.A. 5 ST -3 0.37 AC TYPE "C" I LET e TOP EL. 30 s o 8.70 �. RLOE^e INV. EL. .00 � 6 C.O. 7 --- ----- --- - ---W -- INV 4.60± � STUBOUT --s6- - - --- - 9.20 - 6� - -- 9.7 00 AND PLUG 9.50 '� a° ': a e D OPTIONAL) .... .rte.... ...� ' _RL OCK 1 f�� RD 8' 8.70 ° � i�3�i_.}i„af 4 1 0 76 FUTURE rn METAL fly€ 3 p 0.08 AC -` 9.65 �} (64.17'x 40') .. .u.. W 2,567 SF± 6"C.O. 9.20 ° a. ° INV 4.70± A60, cn FFE = 9.75 I A. . FIFE _ 5 D 2r- 1 TEMP RARY ST -2 os DIRECT ROOF RUNOFF TYPE "C" INLET ° FD TOWARD POND 2 CON INER TOP EL. 8.30 a sso Ds C REFER TO PLUMBING PLANS FOR TO G INV. EL. 4.20 b DSROOF DRAINS AND TRENCH DRAIN r,; 3 ( ) D.A 2 STRUCTURE LEGEND 32' 40' PIPING UNDER SLAB I r:J $"PVC I a FDOT GENERAL NOTES: ■ All work performed within the Florida Department of Transportation Right -of -Way shall conform to the most current editi 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 Enginee 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 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 pavemex 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, cl up, etc.) incurred in the event the permitted's discharge fails to meet the applicable water quality standards or minimum de 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 gradi 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. UNUH UU FLOWLIN ELEV. = 6. EXISTING ROADWAY ADVVJ. (- 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 M 1,28 SF± 10 F STUBOUT 4" 0.25 X� o CO CLEANOUT I 6" WEIR 4 PVC FOR P 0ZQ310LE e o YD YARD DRAIN TOP EL 8.00 - TOP EL 8.00 - I ' 0 TT 0 o 1 1 0 U 0 0 n NWL LaJ CaNa .�,�° _CTURAL PLANS m.f € CATIONS) __ ...................._. _ ... ........ _ INSTALL FDOT APPROVED INLET PROTECTION CURB TRANSITION TO FLUSH 8" PVC TO STORM DRAIN ° I-1 pp �II�I' ° x..? Q e.. � ^ F■■�� ..-- ............................ ........ ........� ; ..._ • = .........j�. _W....... ... # 6.10 6.30 � 2 LLJ Of 6.80± (3, ) A 6.60 = U U DROP CURB T� QU_ CURB TRANSITION FLOW LINE` w w TO FLUSH ELEV. = 6.00 L Q Q TT� FLOW LINE O F`-'♦ [� FLOW LINE ELEV. = 5.70± 6,10 ELEV. = 6.18± ATLANTIC BOU EVARD (STATE ROAD NO. 10) RIGHT OF WAY VARIES F R FDOT R/W TRANSFER MAF SECTION 72100 SIDEWALK FOLLOWS BACK OF CURB ELEVATION 12:1 SS RAMP SECTION (6 FT TYP.) (MAX.) 5 FT "BOTTOM LANDING AREA INSTALL FDOT APPROVED INLET PROTECTION �►,, .111 'OUT (SEE FRONT VIEW NOT TO SCALE OUTFALL CONTROL STRUCTURE MODIFIED TYPE "C" INLET FIBERGLASS SKIMMER ---,.11 4 6" WEIR EL 6.30 12" COVER BOTTOM OF SKIMMER 5.80- 12" HDPE 5.00 NWL 5.00 INV.=5.00 L J 6" PVC TEE AND r 2,8" DIA: BLEED DOWN ORIFICE - SUMP BOT. = 4.00 WITH THREADED CAPS �'•• <J1 GROUT SUMP FULL 4 SIDE VIEW 18"x48"x4" CONCRETE NOT TO SCALE PAD UNDER ORIFICE POND OUTFALL CONTROL STRUCTURE R/W 18" 2'� O� 6.00 .:• 12" HDPEHDPE MITERED END 4" CONCRETE I 4" CONCRETE SECTION DITCH PAVING I DITCH PAVING MITERED SIDE VIEW SECTION END I NOT TO SCALE TOP VIEW NOT TO SCALE POND OUTFALL DITCH PAVING SCALE IN FEET con I-1 J r70.4 N N � ^ F■■�� r L< = m LLJ Of M = U U Q LLJ T� QU_ � F� w w L Q Q TT� O F`-'♦ [� � r o V) < LLJ Q I-1 ofof c00 an C14 d - sign rn Z O 1= ng N (D ():� O O N = N F- < LL. - QLL. 0o Of O1-: `'- w, . V vi = V LLJ W m� Ld Q:) Z r7 W 0- N W Z U jrn O X wQ W� Y O� W U I O N N 0 rn W z ` O _ n- 2 r�_ LoLo j Ol cn I Lo H .I O O N CJ I (V GV d- 00 00 rn o °° N M M M M M: M O_ 0- 0- W 0_ 0_ 0- 0- O.. 0_ 0_ � -) -� M 3:: D � -7) � Z O M a p W M c� Q O z z ¢z_ O Of U Q Q JZ Q N O M Z pQ :D W f- m Q Z Z N (/) >_ Lz Z O of Q M F O Mp Z m Mp W� W Z N OU O w i O¢ CD 0_ W O Y � Ld Q Q U M Q C7 W Q W N O N li W O_ Z< J O' w 0_ Q O V) Z � ~ L� of J 00 2 U 0- v~i C5 L�wz� i-zo ELLJ 5 J 0_' af W V W J ZO m O OW.. U d a- U OJ C.9 m Li0 M Q_ W 0 CM M Lu M M M LLJ WD > > = Q X � XWX��XXX d- r2 cV O Z U � � w Q w °z w U w gi IM C)A Q U � 51 SHEET ® SP r ® a d, s �triAlYt '8 E. U � � w Q w °z w U w gi IM C)A Q U � 51 SHEET ® SP r ® a d, s �triAlYt '8 E. PAVEMEN� CURB METER BOX &COVER CORPORATION STOP REQUIRED ON ALL 10" IN CURB STOP CONNECTION TO BE 30" MIN. WATER MAIN CONNECTIONS AND SERVICES MADE BY PLUMBER REGARDLESS OF SIZE METER PVC (SCH40) UNDISTURBED SOIL - O 22.5' SET METER ON UNDISTURBED OR COMPACTED SOL DISTRIBUTION MAIN NOTES: 1) METER TO BE LOCATED IN THE STREET RIGHT-OF-WAY, TWO FEET OUTSIDE OF THE PROPERTY LINE AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. 2) LOCATING WIRING & WARNING TAPE REQUIRED ON SERVICES & WATER MAINS. SEE SHT. 7 3) NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY THE ENGINEER. SERVICE METER INSTALLATION N.T.S. PRECAST MANHOLE BASE MANHOLE FILL VOID AREAS WITH NON -SHRINK GROUT "s •:� GRAVITY SEWER PIPE PVC SAND SLEEVE/COUPLING (SAME SDR AS PIPE) PVC SAND SLEEVE MANHOLE IS TO BE REFURBISHED AS NECESSARY AND SHALL BE GIVEN � �' I ' I II I I—II I—I I 11-1 PIPE MATERIAL 6" 10" 30" MIN. —I 111-11, I I;. I 36" IT - 36' MIN. UNDER PAVING I— TM VARIES —I 12" PVC/HDPE FULL LENGTH OF ExIS11NG UTILITY PIPE PROPSED WA1ER Will Si& a TYPE VARIES. -1 � , 1 FULL LENGTH 1 �1E ED PVC/HDPE 15" 18" PVC/HDPE AT SEE NOTE M EXCEED 6" WHEN 16" 22" A3�NG. 20" SEE NOTES. + 24" SEE NOTES PVC/HDPE 30" 36" PVC/HDPE 36" »•AK UIOFR PAM16 I_ 42" MUM BOIL OF MANUFACTURER'S PVC/HDPE n. 44 w COMLIEI�ATXXV FOR JOINT DEFLECTIGOL PROPOSED YMTQt MiiLtl Fye .I I I=I I SEE NOTES W N SDE a TYPE YAR7E5 NG O o I—+ U V)L` I BOX OF III—I –III—III= � LIJ VALVE SEE NOTES RECOMMENDATION FORJOINT DEFLECTION. MIN. HORIZONTAL LENGTH REQUIRED AS PER MANUFACTURER MIN. HORI20NTAL LENGTH REQUIRED AS PER ANUFACTU y� j/�► EXISTING UTILITY PIPE DEFLECT PIPE VERTICALLY TO AVOID OBSTRUCTION. TO DEFLECT PIPE VERTICALLY TO AVOID�'UCTION. RESTRAINED OIN WOYr U I + 11 NOTES: 1. IF EXISTING UTILITY PIPE IS A WATER MAIN 6 -INCHES OF SEPARATION IS RECURRED. 2• IF EXISTING UTILITY PIPE IS A FORCE MINK SANITARY SEWER. RECLAIMED WATER MAIN OR STORM SEWER, 18 INCHES OF SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY MARI IS C900, Com, OR D.I. PIPE, SEPARATION CAN BE REDUCED TO 6-MCMES. A FULL LENGTH OF PIPE SMALL BE CENTERED UNDER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. 3. LOCATING WRING 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" 18" PVC/HDPE 14#4 CONT., Ld EXCEED 6" WHEN 16" 22" PVC/HDPE 20" 26" PVC/HDPE 24" 30" PVC/HDPE 30" 36" PVC/HDPE 36" 42" PVC/HDPE 42" 48" PVC/HDPE TWO COATS OF BITUMINOUS WATER -PROOFING MATERIAL PER SEAL W/ COAL TAR MASTIC OR JEA STANDARDS PREMOLDED PLASTIC JOINT DIA OF MANHOLE VARIES SEALER2 PLACES PER JOINT) ) VARIES W1 MANHOLE DIA SEE S-17 FOR DETAILS 6" (MIN) EXTERIOR JOINT TAPE GROOVE TO BE FORMED APPLIED OVER PRIMER (TYP) WITH AN ACCURATE 6" (TVP) BELL RING FORM •'r #4-6" O.C. E.W. POURED IN PLACE 4,000 LB P.S.I. CONCRETE PAD MANHOLE BOTTOM MANHOLE PIPE CONNECTION DETAIL JANUARY 2014 PLATE S-15 INI BACK HAU N 4"-6" BEDDI /-FINAL BACKFILL MOIOZO14TAL LENGTH REQUIRED AS PER MANUFACTURER MIN. HORIZONTAL LENGTH REQUIRED AS PER MANUFACTURER DEFLECT PIPE VERTICALLY TO AVOID OBSTRUCTION. I W MIN. g' MIN. I TO DEFLECT PIPE VERTICALLY TO AVOID OBSTRUCTION. 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 MAN OR STORM SEVER, 18 INCHES OF SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXMTING UTIUTY MAIN IS C900, C905 OR D.I. PIPE, SEPARATION CAN BE REDUCED TO 6-I4CHES. A FULL LENGTH OF PIPE SHALL BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. 3. LOCATING WIRING REQUIRED. SEE SHT. 7. 4. DEPTH OF BURT TO BE 38' MINIMUM IN PAYED AREAS MEASURED FROM FINISHED GRADE DEPTH O BURY TD BE 30' MINIMUM IN UNPAVED Ard". ADJ. OVER EXIST. UTILITIES (PIPE DEFLECTION) N.T.S. PAVING LIMEROCK COMPACTED TO MIN. 98% MAX. ._-.I . =11 ;� . 7 - i ;I E .m.....€mm.....,.1 �.,...,.i `• P O CJ p O Alf �lEl 1(I�-IIl � # IIf lII IIlmmlll��l��ll � lEI I11 1 I I l I I I _II Ii EI I !E:""1 I I I I... I I: ( I �` L0z � ~ E w J.I .�I 1; 1 I I_ I I I --El I lEEI I fEEl I I=1 I f! I II O w � IEII��fLLI .l{1.�j��IL:Illll.; Ln O 0 LIFTS NOT TO 14#4 CONT., Ld EXCEED 6" WHEN N = N F - - COMPACTED. o O d W/ THREADED PLUG LL. TIAL SPRINGLINE FILL �� CONCRETE W ✓' w cn CH s4 n. 44 w Z m � wmoo � Fye W Q W N f�� NG O o I—+ U V)L` W MOIOZO14TAL LENGTH REQUIRED AS PER MANUFACTURER MIN. HORIZONTAL LENGTH REQUIRED AS PER MANUFACTURER DEFLECT PIPE VERTICALLY TO AVOID OBSTRUCTION. I W MIN. g' MIN. I TO DEFLECT PIPE VERTICALLY TO AVOID OBSTRUCTION. 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 MAN OR STORM SEVER, 18 INCHES OF SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXMTING UTIUTY MAIN IS C900, C905 OR D.I. PIPE, SEPARATION CAN BE REDUCED TO 6-I4CHES. A FULL LENGTH OF PIPE SHALL BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. 3. LOCATING WIRING REQUIRED. SEE SHT. 7. 4. DEPTH OF BURT TO BE 38' MINIMUM IN PAYED AREAS MEASURED FROM FINISHED GRADE DEPTH O BURY TD BE 30' MINIMUM IN UNPAVED Ard". ADJ. OVER EXIST. UTILITIES (PIPE DEFLECTION) N.T.S. PAVING LIMEROCK COMPACTED TO MIN. 98% MAX. 00 `• P O CJ p O DENSITY PER 6" WIDE X 6" z A.A.S.H.T.O. T180 CONC. COLLARR SLOPE S p 4 -SIDES U � of of 1111=1111=1111 �:. 0 LIFTS NOT TO 14#4 CONT., O O `O EXCEED 6" WHEN N = N F - - COMPACTED. o O d W/ THREADED PLUG LL. o 1" CONCRETE U U CONCRETE W ✓' w cn •U 5P SUITABLE FOUNDATION FILL AS SPECIFIED HR, HF 12" FOR PIPE DIAMETERS UP TO 48" -111-VIII BY DESIGN ENGINEER 24" FOR PIPE DIAMETERS 54" AND 60" STRUCURAL BACKFILL TOTAL MINIMUM COVER INCLUDES 6" OF (COMPACTED CLASS I, STRUCTURAL BACKFILL ABOVE THE PIPE II, OR III MATERIAL) CROWN AND THE FINAL FILL TYP. HDPE PIPE BEDDING DETAIL NOT TO SCALE z LO 6"X6" WYE BRANCH - 6" P.V.C. 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 CU VERT PLACEMENT WITH LE S THAN 12" COVER NOT TO SCALE 24' 3' (TYP.) • X14 REINF. BAR (TYP.) 00 BROOKS 1 -RT SERIES COVER BOX WITH C.I. COVER 6" WIDE X 6" z LABELED "SEWER" CONC. COLLARR SLOPE S 4 -SIDES U � of of 1111=1111=1111 �:. FINISHED GRADE :: 1111=1111=1111= 14#4 CONT., • N = N F - z STD. CLEANOUT COVER C-5 W/ THREADED PLUG LL. 24' DIA. 6' THK 1" CONCRETE z LO 6"X6" WYE BRANCH - 6" P.V.C. 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 CU VERT PLACEMENT WITH LE S THAN 12" COVER NOT TO SCALE 24' 3' (TYP.) • X14 REINF. BAR (TYP.) 0 0 4o�jo 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. � 1 00 COVER PRE -CAST CONC. U z COLLAR r_ w FINISHED � of of N I I GRADE CD O N = N F - z Hrl C-5 m lif m LL. 24' DIA. 6' THK m U U CONCRETE m m ✓' w cn •U COLLAR n. 44 w Z m � wmoo � Fye W Q W N f�� 8� O o I—+ U V)L` W w � LIJ VALVE .Qi $ r raj � d w � y� j/�► I� M�EINTANICAL� RESTRAINED OIN 0 0 4o�jo 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. � 1 00 N rn U z O r_ w N rrD � of of N I I Q CD O N = N F - z Hrl C-5 m lif m LL. m U U U m m ✓' w cn •U U U Q 44 w Z m � wmoo � Fye W Q W N f�� W z O o I—+ U V)L` W w � LIJ W Q r raj � d w � y� j/�► 00 N rn z O Q N CD O N = N F - Q LL. go U OJT 0' LL_ w cn •U P4 U Q 44 LLJ m � wmoo � Z j W N W z o I—+ U w > rn O X W Q w � WOYr U I c0 N- O N O rn L z O 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 70" 1'-2" Slope To Fit Driveway 2'-0" DROP CURB NOT TO SCALE NOTE: PIPE HOLE N r m < IS TAPERED FROM ATOB r POND TYPICAL SECTION "B -B" oil NOT TO SCALE SPECIFICATIONS: 1. BASE SLAB #4 BARS 0 9- 0 ' "O. C.E.W. WALLS #4 BARS O 9" O.C.E.W. 2. 4,000 P.S.I. CONCRETE 15" RCP e 2'-6 1 Y NDP 21" r-6" eon 15-1/2" 17- 18" RCP 25" 26' N 18" 1 19-1/2" 24" CMP 1 26" A CONCRETE: ROUTE. .. STEEL: #4 @ 12" E.W., WITH 1 #6 14" PIPE OPENING. (2" CEARANCE OVER STEEL, 1/2" TRANSITION LINE BARS, 1/2" TOLERANCE). 6" T YP• 1-1/16" - 2% 24" FROM TOP TO BOTTOM 2'-8" 6" 'I Ld m < 3'-6" m iV 5" FINISHED m N w Q J o I fV w J 0 m a� 5.5" 2'-5" m m GRADE NOT TO SCALE SPECIFICATIONS: 1. BASE SLAB #4 BARS 0 9- 0 ' "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" 1 19-1/2" 24" CMP 25" 26" ECAST MITERED END CITY OF N.T.S. PLATE DRIVEWAY CULVERTS JACKSONVILLE DATE DRAWN 7-1 STANDARD REVISED DATE 5 - 12" GRID I �-CENTERLINE OF PARKING SPACE HANDICAP PARKING SYMBOL NOT TO SCALE 2" x 2" x 1/4 ANGLE IF SEAT PIPE MUST NOT BE IN CONSTRUCTION JOINT bo 4 LB./FT. "U" CHAN. POST MOUNTED (TYP.) 12" (GALVANIZED) PO 1/2" CHAMFER H 2" x 2" x 1/4" G SIDEWALK WIDTH PLAN NOTE: CON DESIGN - c'RE GTH 4,000 P.S.I. .L EXPOSED CORNERS ID EDGES TO BE IA IFERED 3/4" 4 0 12" O.C. B.W. GROUTED OR "RAM-NEK" JOINTS WHERE REQUIRED a_) 12" O.C. B.W. co TO HAVE POURED INVERTS MINIMUM BEARING #4 @ 6" O.C. B.W. CAPACITY 2000 PSF SECTION TYPE 'C' INLET DETAI NOT TO SCALE HANDICAP PARKING SIGN 4 LB./FT. "U" CHAN. POST MOUNTED (TYP.) 12" (GALVANIZED) PO 1/2" CHAMFER H K G SIDEWALK WIDTH J ce. �` Q ,CCE.SIBLE N VARIES, SEE PLAN A CONCRETE: ROUTE. .. STEEL: #4 @ 12" E.W., WITH 1 #6 14" PIPE OPENING. (2" CEARANCE OVER STEEL, REINFL BARS, 1/2" TOLERANCE). 6" T YP• 1-1/16" - 2% 24" 6" WHITE 2'-8" 6" 5" Ld MAX. 13-1/2" 3'-6" w rw- 5" FINISHED m N w Q J 3'-6" w J 0 m 6" 5.5" 2'-5" m m GRADE m� 8 POST SECTION 36" [LED _ 6" 7" 5.5" 2'-9" w w 4'-6" 12' co 5, `12' 14'-0" 14'-4.5" OR BOLT o SIGN MOUNTING HEIGHT SHALL CONC. U rn I NUT &LOCK WASHER j BE 7 -0 ABOVE FINISHED F 2-� 'WHITE BLUE LINE-- J ] WHITE LINE 3 EACH 6" WHITE ww � F6" DIA EQUALLY 70NALS ® 60° SPACED 6" SIGN GENERAL NOTES: NOTES: 1. CURB CUTS SHALL HAVE A MAXIMUM RISE 0- 8 INCHES. 2. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 OR 8%. 3. SEE GRADING PLAN FOR SPOT ELEVATIONS. A REFLECTIVE WHITE BACKGROUND 4. ACCESS RAMP AND HANDICAP SYMBOL SHAL_ BE PAINTED WHITE. HANDICAP SYMBOL SHALL BE 5 FEET HIGH. REFLECTIVE BLUE BACKGROUND 5. TOP PORTION OF HANDICAP SIGN SHALL HA 'E 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 699 CONCRETE, 4000 PSI WITH FIBERMESH 12" STABILIZED SUBBASE, LBR 40 7" DROP CURB 6„ ti aop 4 \`y o 10 (V . 14) 70 Z 6" WHEN PVM'T. SLOPES AWAY FROM CURB CONCRETE PAVEMENT SECTION 18" CURB AND GUTTER DETAIL NOT TO SCALE 1/2" MASTIC 1/4" RADIUS HAND TOOLED 1/2" CAULKING If PRESSURE TREATED WOOD z €I EXISTING SIDEWALK NEW SIDEWALK NOTE: NEW SIDEWALK TO BE FLUSH WITH EXISTING SIDEWALK. CONNECT TO EXISTING SIDEWALK SECTION 4' 6x6 10/10 WWM _ E • _6 6" SIDEWALK WITH TURNDOWN SECTION WIDTH AS NOTED 4" A. 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 6" REVEAL VUA/PARKI NG NOT TO SCALE NOT TO SCALE SIDE VIEW I_1 TOP VIEW TABLE OF DIMENSIONS 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 Q R1-1 STOP SIGN DETAIL NOT TO SCALE 4 LB./FT. "U" CHAN. E 12" (GALVANIZED) PO 1/2" CHAMFER H K G L J I F D M N 15" - 18" A CONCRETE: 8 STEEL: #4 @ 12" E.W., WITH 1 #6 14" PIPE OPENING. (2" CEARANCE OVER STEEL, REINFL BARS, 1/2" TOLERANCE). 6" T YP• 1-1/16" - co27 24" I 111�_i 2'-8" 6" 5" 32" V-11" 13-1/2" 3'-6" 3'-1" 7.5" 5" FINISHED 0 3'-6" 3'-2" 6" 6" 5.5" 2'-5" 2'-6.5" 3'-9" GRADE 7" 8 11'-5" POST SECTION 36" [LED 3'-10" 6" 7" 5.5" 2'-9" 3'-0" 4'-6" 5/16" MACHINE SCREW 6" 6" 14'-0" 14'-4.5" OR BOLT o SIGN MOUNTING HEIGHT SHALL CONC. U rn I NUT &LOCK WASHER j BE 7 -0 ABOVE FINISHED F r- GRADE TO BOTTOM OF SIGN . ww Y SIGN SIGN DETAIL POST MOUNTING DETAIL NOTES: Of 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 I_1 TOP VIEW TABLE OF DIMENSIONS 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 Q R1-1 STOP SIGN DETAIL NOT TO SCALE RCP/CMP END VIEW E G ._ D 1/2" CHAMFER H K G L J D F D M N 15" - 18" A CONCRETE: 4,000 P.S.I. STEEL: #4 @ 12" E.W., WITH 1 #6 OVER PIPE OPENING. (2" CEARANCE OVER STEEL, REINFL 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" 3'-6" 3'-1" 7.5" 5" 10'-0" 10'-3.5" 30" 3'-6" 3'-2" 6" 6" 5.5" 2'-5" 2'-6.5" 3'-9" 3'-5" 7" 5" 11'-5" 11'-8.25' 36" 4'-1" 3'-10" 6" 7" 5.5" 2'-9" 3'-0" 4'-6" 4'-0" 6" 6" 14'-0" 14'-4.5" MITERED END SECTION DETAIL NOT TO SCALE I V w U) uj z OfO HEADER CURB HEADER CURB � N (OPTIONAL) (OPTIONAL) N o- 3" CRUSHED STONE OR Of COQUINA SHELL (OPTIONAL CL o WEARING COURSE MAY BE�`- OMITTED) o 0 a a . • __---- SLOPE VARIES - SEE PLAN 6„ o O ' .7 a3 ka .e n z - fla o U 0 6" CRUSHED CONCRETE BASE � o (LBR 150 OR HIGHER) N I� q Z � q W 12" STABILIZED SUBGRADE, LBR 40 O 'n x O W MAX. DENSITY - AASHTO T-180) 4 N U a Q Q u m �g ,%�wa ` `°�� SHEET DRIVE AREA SECTION44uj NOT TO SCALE 00 ria ►� J N z O z m W m Q M U U N m c0 � z c0 0 N = as Lu N F - o i L` Q F- a LLJ ¢w F-- Of Lf)LLJ ~ O m LL w r� I V w U) uj z OfO HEADER CURB HEADER CURB � N (OPTIONAL) (OPTIONAL) N o- 3" CRUSHED STONE OR Of COQUINA SHELL (OPTIONAL CL o WEARING COURSE MAY BE�`- OMITTED) o 0 a a . • __---- SLOPE VARIES - SEE PLAN 6„ o O ' .7 a3 ka .e n z - fla o U 0 6" CRUSHED CONCRETE BASE � o (LBR 150 OR HIGHER) N I� q Z � q W 12" STABILIZED SUBGRADE, LBR 40 O 'n x O W MAX. DENSITY - AASHTO T-180) 4 N U a Q Q u m �g ,%�wa ` `°�� SHEET DRIVE AREA SECTION44uj NOT TO SCALE 00 N z O 1= Q N c0 � c0 0 N = N F - Q ¢w oO O 0� Ct LL w U vi = U Q Ljj "d- M CD L7 Z W 0-N W z U rn j F � X w¢ ww Y O Of w U c0 �0 O N N It 0 Cn w z O _ Lu o LO I V w U) uj z OfO HEADER CURB HEADER CURB � N (OPTIONAL) (OPTIONAL) N o- 3" CRUSHED STONE OR Of COQUINA SHELL (OPTIONAL CL o WEARING COURSE MAY BE�`- OMITTED) o 0 a a . • __---- SLOPE VARIES - SEE PLAN 6„ o O ' .7 a3 ka .e n z - fla o U 0 6" CRUSHED CONCRETE BASE � o (LBR 150 OR HIGHER) N I� q Z � q W 12" STABILIZED SUBGRADE, LBR 40 O 'n x O W MAX. DENSITY - AASHTO T-180) 4 N U a Q Q u m �g ,%�wa ` `°�� SHEET DRIVE AREA SECTION44uj NOT TO SCALE CLOSED SPEEDING PINS � DOUBLED I \/ PRESENT DISTANCE BE"i N SIGNS GENERAL NOTE 5p+eetf Spacing (n) t. Work !operations sl�a'i be cont'ine�d toonetraffic l�r)d, leaving the adjacent lane open to trarfir. 40 mi; r iV IeSS200 2,00 200 Z. on ar0ivided highwa4:s the modiarr s1gag a� shover are to be omitted, m it 350 350 330 u... .......... 50 mph Wt7f1 StiFl 500 1 When; work is'per'for'r#ed in the, m i n ane on divined highwaysh the ehanlo, fi i�g device plan ad r'nf;erd�'tf X55 ir'pr or greater 2640 '1640 l and left lane :clnsed sand lane ends signs substituted for the rdglrt rata closed an& lane eyed si€lns_ The ROAD WORK I MILE ,sign may be used The some applies to undivideaf highways with the following exceptims, as aft alternate to the ROAD WORK AREAD a. Work small be corp lased' within one modiln lane: sign ansl the RIGHT LANE CLOSED �� RILE b. Additional barriti ides, cranes, or drums stall be placed aliong the centerline abutting the work area and sign play be used as an alternate to the a.r«ass they traiiint end of the work areas RIG -Hr LANE CLOSED AHEAD sll'gm When av'ork on undiB°iied highways actors across the -centeri ne so as to eacreach on both Median lanes, .5001 beyond tie ,gOAO MORS AHEAD sign or the invertedpten is apphleW to the approach of both roadways, olidw. y betmeeri Signs: whichever is, loss. , Signs and traffic cof)troi dmslce:s are to he trodified`in accordance With INTERMITTENT WORK 4Ttir°'PAG details fsheOt 2 of d`?: when no work is being perfortrred and the highway is. open, to traffrr, 3, The two chaotleiiving devices directly, in from' of the work area, may be omitted pr vided vehittes in the urork;rea have high•irteatslt,y' rotating, flasia4rrrg, "g, or striate lights �apartrrq. SYMBOL. . when paved shoulders having ca width sort 8 ft, Or ,morn` are closed,, rhaar+f lining deuiccs shall ba Vse'd to close the shoulder, ,,a advance of the ,,,urging taper to direct vehicolFar traffic to remain within the travel' Work Area way. Seer lndex fid, 612 for shoulder taper torrmulas: i vi h m� n 7, ban a .side road sn exsects the highway within rhe rr zone, additional T C deo+ices shall <be placed ire; n a ,r t x ltd ( a Grange l`log And,Type 8, Llg#rtaacordance with tar'. afrpltcabte TCZ, indexes. 91hep Buffer spo e,'anno", be attained due to geometric corstraints, the greatest attainable iength shah he usedr b,lf not than 200 lit:: For• lateral transitions otht:',= than 12', use Where,, L .: Length of taper In feet' W =' Width of lateral transition in feet. 5 = rostetl speev Puna {nlpeu DURATION NOTES 1. Temporary shite ed?geline may be omitted for work operations Fess than 3 consecutive calandar days, 2. For ;work, operations: up to approximately I'5 minutes, signs channalixinr doevrces: . arrow beard, and buffer space may be eamitted if all of the following coadh° ter* are. 'mete a, Speed irrrtir is 4S mph or'`less. b. No sight pbstructions to vehicles approaching the work are; far a distance equal to the buffer space artd the taper length rombine'l, c, Vchim-e and compiaxity of the roadway has b>ren ,eormidared; d, The closed Fane ,is ecce, it'd b a class or larger, medi�rm duty track(s) venin p 3' g a s;mmmt,m gross weight'vehi:le rating (twlliV'q; ear 16,004 lb aultlr'ii�rlr-in:erasity,- rotating, !lashing, oscitlatirg, or strobe lights mounted aftwer the cab height and operating, 3. For work op raisons gap to 60 mioutesr arrow board and buffer. space may be omitted if conditions, a, b, and e in DURA7'10N, NOTE. . are mwt, and vehicles in the work area have htp�r ir�tensslyt., rotating, rlashirg, osculating, or strobe fights operating, 1 00 LO N mdrn W J Z 1 LO CV �7 N N J Uj F� rr) Q N_ •�[� � Z m CSI M` S LJ Ef N M _ W Q t- m no ��../ : C, Z O LJ 0 -U _ COO ry A. BE3I w W 0 m WZL�.I> Icy) LJ of O SHEET L1_I Z 1 00 LO N mdrn W Z 1 LO CV O p Q rn N_ n� 0 0 N N Q Q W no O Of U 0J~ LJ W W 0 -U _ COO U A. BE3I w W W m WZL�.I> Icy) to O SHEET Z � X W Q W LL - Y e a � a O n 0-� n W 2 U I (0 �C4 O "I N O 0) W Z 0 2 U) LO W ~ Q 1 LO CV p wLr- rn m n� U) Z 0 V) wLr- c_ O Q 0 w U a ¢ W A. BE3I O cn to O SHEET Z Rx w Q Q w U a ¢ � Un A. BE3I O SHEET B e a � a 0 < 6 B B FLO�� &7f.®. GENERAL NOTES: UTILITY NOTES: (lj N 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. 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 U � THE WORK SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS T � LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS z TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 w SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT BY LEGACY ENGINEERING IF MORE AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO Q PSI TEST PRESSURE. F -- STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS. COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL 27. FIRE HYDRANTS SHALL BE UTILITY COMPANY STANDARD. ALL ONSITE HYDRANTS SHALL BE V) 0 w Of h� LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. Q w w PAINTED PER THE CITY OF ATLANTIC BEACH STANDARDS. w THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE LLJ 2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING 28. ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF W 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 U WATER AND SEWAGE FORCE MAINS. 40 INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO wQ 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 29. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 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. HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING BID. POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN N 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE R PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA C-651, AND CLEARED FOR 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY OF ATLANTIC BEACH, SERVICE THE ENGINEER AND THE CITY OF ATLANTIC BEACH REPRESENTATIVE MUST BE THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT AND PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB -SURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED.30 3. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH THE CITY FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER TO CONFORM WITH CITY OF ATLANTIC BEACH REQUIREMENTS AND SHALL BE CONSTRUCTED TO OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT. THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG 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 PLANS. AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT. 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND 31. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS INCLUDING STORM FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. SEWER AFTER THE LIMEROCK HAS BEEN COMPACTED. THIS SERVICE SHALL BE PROVIDED BY THE 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. A FULL WRITTEN REPORT AS TO THE OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES. CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE, OFF SITE BORROW THAT WILL BE REQUIRED. 6. ALL DRAINAGE PIPE JOINTS IN CITY OF ATLANTIC BEACH DRAINAGE EASEMENTS, DRAINAGE AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO THE CITY OF ATLANTIC BEACH. ALL EASEMENTS BETWEEN ONSITE BUILDINGS, DRAINAGE RIGHT-OF-WAYS AND UNDER PUBLIC DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. 5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER PAVED ROADS ARE TO BE FILTER -WRAPPED. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. 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 SEWER PIPE SHALL BE TESTED FOR DEFORMATION OR DEFLECTION. ANY PIPE FOUND TO BE BETWEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE. DEFORMED AND/OR DEFLECTED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE 6. ELEVATIONS ARE BASED ON N.A.V.D. 1988 DATUM, AS DETERMINED BY RICHARD A. MILLER SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. ALL MANDRELS USED IN 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 TESTING SHALL BE AVAILABLE TO BE CHECKED FOR PROPER SIZING BY THE USE OF TRUING REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. 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. 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. 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 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 BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS. ACCOMPLISHED ACCOMPLISHED BY AND UNDERGROUND UTILITY CONTRACTOR LICENSED 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. 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 33. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE 11. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS RECOMMENDATION FOR UNDERDRAIN PLACEMENT. SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS -BUILT" WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND DRAWINGS FOR THIS PROJECT. ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. 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 34. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY OF DEPTHS 15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. FORCE MAINS TO BE ATLANTIC BEACH RIGHT-OF-WAY OR CITY OF ATLANTIC BEACH EASEMENT MUST BE IN 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE PVC - SDR -18 PIPE UNLESS OTHERWISE NOTED. CONFORMANCE WITH THE THE CITY OF ATLANTIC BEACH APPROVED MATERIALS MANUAL. 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 35. CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN 11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN. ACCORDANCE WITH THE CITY OF ATLANTIC BEACH STANDARDS. "UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. 14. WATER MAINS SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE, UNLESS 36. CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE 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. OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA THIS PROJECT. 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. 37. CONTRACTOR SHALL CONTACT SUNSHINE NETWORK (1-800-432-4770) 48 HOURS PRIOR TO PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS -BUILT" DRAWINGS IN STARTING PROPOSED WORK. 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 38. ALL SEWAGE FORCE MAINS SHALL BE HYDROSTATIC TESTED AND CONSIST OF A COMBINED BY THE CITY OF ATLANTIC BEACH. UNTIL FINISHED WORK IS COMPLETE. PRESSURE TEST AND LEAKAGE TEST FOR A MINIMUM DURATION OF TWO HOURS AT 150 PSI 17. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM IN ACCORDANCE WITH AWWA C-600 STANDARDS. THE ENGINEER MUST BE NOTIFIED 48 HOURS 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. PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. A FINAL INSPECTION OF THE BUILDING BY THE BUILDING DEPARTMENT OR THE FIRE MARSHALL. 13. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT. 15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. 17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR. 18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 19. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL NOT BE ALLOWED BY CITY OF ATLANTIC BEACH FIRE MARSHALL. 21. ROADWAY UNDERDRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE PREPARATION OF THE ROADWAY SUB -BASE. 22. PROVIDE CONTRACTION JOINTS AT 6' O.C. AND EXPANSION JOINTS AT 24' O.C. ON ALL EXTERIOR SIDEWALKS AND CURBING. 23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION. 24. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEXES 11860, 17346, AND 17352. 25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO -BLASTING METHOD. 26. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC (LEAD-FREE) IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS. 27. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. 18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET HORIZONTAL SEPARATION, FULL -UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. SDR -18 AWWA C-900 FOR NEWLY INSTALLED SEWER & SDR -18 AWWA C-900 WATER) WILL BE USED WITH THE JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FEET OF SEPARATION WHERE POSSIBLE. 19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY PIPE (I.E. SDR -18 AWWA C-900 FOR NEWLY INSTALLED SEWER & SDR -18 AWWA C-900 WATER) WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS. 21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 22. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDICATED IN RED OR PINK ON THE RECORD OR AS -BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE BACTERIOLOGICAL SAMPLE LAB SHEETS. 23. THE RECORD OR AS -BUILT DRAWINGS SUBMITTED AT THE TIME OF REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES AT ALL CROSSING AND PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET. IN ADDITION, THE CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. 24. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES. 25. UNLESS OTHERWISE NOTED, ALL OFF-SITE WATER MAIN TO BE PVC AWWA DR18, C-900 AND ALL ON-SITE WATER MAIN 4" AND GREATER SHALL BE DR18, AWWA C-900. ALL ON-SITE WATER MAIN 2" OR SMALLER SHALL BE SCHEDULE 40 AND N.F.S.P.W. 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W.. ffifLET _ �... ........ ............�.,� W�« INSTALL FDOT APPROVED INLET PROTECTION INSTALL FDOT APPROVED INLET PROTECTION A TLANTIC BOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP SECTION 72100 W EXISTING FIRE HYDRANT xy OPTIONAL POST POSITIONS PRINCIPLE POST POSITION COUNTER 20" TOWARD FLOW SCALE IN FEET TYPE III SILT FENCE DETAIL NOT TO SCALE STAKES TERED NWATER BURLAP FABRIC �- RUNOFF WATER WITH SEDIMENT °•Ulm n •f ° BURIED 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 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. ROP INLET WITH GRATE S KED STRAW BALE COMPACTED SOIL ❑0 1 ❑ ❑ ❑_ ❑ —� TO PREVENT PIPING 111(111 110111 111141 0 -- ❑ ❑ 1 1 1 1 1 FILTERED 1 RUNOFF WATER WATER QWITH SEDIMENT I I I A _ 10 t0 1 ❑` ❑pi I` :,• titin I 1 l I I IIS •°. 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 Construction Sequence - The project will be built in this general order; 1. Survey stake out of clearing and demo limits. 2. Construct silt fences, tree protection barricades and erosion control measures. 3. Clearing of development areas. 4. Rough grading of site. 5. Underground utility installation and new building construction. 6. Fine grading for pavement, swales and landscaping. 9. Final paving and landscaping. 10. Final inspections and approval. 11. Remove sediment barriers when all disturbed areas are stabilized with vegetation. SILT FENCING AND OTHER SEDIMENT CONTROLS SHALL BE PLACED IN AREAS WHERE OFFSITE DISCHARGE OF SEDIMENT MAY OCCUR. THE CONTRACTOR MAY ADJUST AND LIMIT THE LOCATION OF SILT FENCING TO ONLY THOSE AREAS IN WHICH THESE CONDITIONS MAY OCCUR IN ACCORDANCE WITH THEIR OWN SWPPP, AS PREPARED IN THEIR NPDES PERMIT APPLICATION. STORMWATER POLLUTION PREVENTION PLAN (SWPPP): 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL -A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) CHAPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND FINES. 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER COUNTY STANDARDS AND MEETING THE N.P.D.E.S. FINAL STABILIZATION REQUIREMENTS. 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AND DEWATERING OPERATIONS. 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE FDEP IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM RULES AND REGULATIONS. 8. THE CONTRACTOR SHALL PROTECT STORM SEWER GRATES TO PREVENT SEDIMENTATION OF THE STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN A SEDIMENT BARRIER UNTIL THE DISTURBED AREAS ARE STABILIZED. HOWEVER, THIS NOTE SHALL NOT SUPERSEDE THE REQUIREMENT TO PREVENT ONSITE FLOODING DUE TO GRATE INFLOW LIMITATIONS. 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM SEDIMENTATION DURING CONSTRUCTION. 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED OR SOD ALL AREAS AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND AND INCREASED RUNOFF. 11. THE CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING CONSTRUCTION TO PREVENT FLOODING OF SURFACE AREAS WHILE MINIMIZING SEDIMENTATION DOWNSTREAM. 12. THESE NOTES COMBINED WITH THE DIRECTION GIVEN ON THE PAVING AND DRAINAGE PLAN SHALL CONSTITUTE THE RECOMMENDED SWPPP. ADDITIONAL MEASURES MAY BE REQUIRED BASED ON FIELD CONDITIONS DURING CONSTRUCTION. �Av KRA t 0 - e O ¢„ A A.- . ATO: 9119 STRUCTURE `s RE LEGE D 0 C O moi,` " YD Y ARZD DIR:�t .1 N I L'i`p DOk,,�&` UT U 0 {. X I CD U I €� I � I � , 521 r, U 1•-�--1 Of F�1 A PHAL 7' J � z W M� = e Q I (:.24) CA Q s w - STUBOUT t UTl'iTY ' AND PLUG ........................'POLE & w ILT I FENCE `ANCHOR �#��.'`�'•. '4� ... W J m i. ° + s .� 4 S89 *150'J 47.80' W ...... (. N89 40 45 142.73 I $ 7 5) r C.+if: C'C, S//K' ......�.�....... -... . .. dW ...-........................................................................ ......... �........n............:. �- ..:. IANIf � f ......._.... W.. ffifLET _ �... ........ ............�.,� W�« INSTALL FDOT APPROVED INLET PROTECTION INSTALL FDOT APPROVED INLET PROTECTION A TLANTIC BOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP SECTION 72100 W EXISTING FIRE HYDRANT xy OPTIONAL POST POSITIONS PRINCIPLE POST POSITION COUNTER 20" TOWARD FLOW SCALE IN FEET TYPE III SILT FENCE DETAIL NOT TO SCALE STAKES TERED NWATER BURLAP FABRIC �- RUNOFF WATER WITH SEDIMENT °•Ulm n •f ° BURIED 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 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. ROP INLET WITH GRATE S KED STRAW BALE COMPACTED SOIL ❑0 1 ❑ ❑ ❑_ ❑ —� TO PREVENT PIPING 111(111 110111 111141 0 -- ❑ ❑ 1 1 1 1 1 FILTERED 1 RUNOFF WATER WATER QWITH SEDIMENT I I I A _ 10 t0 1 ❑` ❑pi I` :,• titin I 1 l I I IIS •°. 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 Construction Sequence - The project will be built in this general order; 1. Survey stake out of clearing and demo limits. 2. Construct silt fences, tree protection barricades and erosion control measures. 3. Clearing of development areas. 4. Rough grading of site. 5. Underground utility installation and new building construction. 6. Fine grading for pavement, swales and landscaping. 9. Final paving and landscaping. 10. Final inspections and approval. 11. Remove sediment barriers when all disturbed areas are stabilized with vegetation. SILT FENCING AND OTHER SEDIMENT CONTROLS SHALL BE PLACED IN AREAS WHERE OFFSITE DISCHARGE OF SEDIMENT MAY OCCUR. THE CONTRACTOR MAY ADJUST AND LIMIT THE LOCATION OF SILT FENCING TO ONLY THOSE AREAS IN WHICH THESE CONDITIONS MAY OCCUR IN ACCORDANCE WITH THEIR OWN SWPPP, AS PREPARED IN THEIR NPDES PERMIT APPLICATION. STORMWATER POLLUTION PREVENTION PLAN (SWPPP): 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL -A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) CHAPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND FINES. 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER COUNTY STANDARDS AND MEETING THE N.P.D.E.S. FINAL STABILIZATION REQUIREMENTS. 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AND DEWATERING OPERATIONS. 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE FDEP IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM RULES AND REGULATIONS. 8. THE CONTRACTOR SHALL PROTECT STORM SEWER GRATES TO PREVENT SEDIMENTATION OF THE STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN A SEDIMENT BARRIER UNTIL THE DISTURBED AREAS ARE STABILIZED. HOWEVER, THIS NOTE SHALL NOT SUPERSEDE THE REQUIREMENT TO PREVENT ONSITE FLOODING DUE TO GRATE INFLOW LIMITATIONS. 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM SEDIMENTATION DURING CONSTRUCTION. 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED OR SOD ALL AREAS AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND AND INCREASED RUNOFF. 11. THE CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING CONSTRUCTION TO PREVENT FLOODING OF SURFACE AREAS WHILE MINIMIZING SEDIMENTATION DOWNSTREAM. 12. THESE NOTES COMBINED WITH THE DIRECTION GIVEN ON THE PAVING AND DRAINAGE PLAN SHALL CONSTITUTE THE RECOMMENDED SWPPP. ADDITIONAL MEASURES MAY BE REQUIRED BASED ON FIELD CONDITIONS DURING CONSTRUCTION. �Av KRA t 0 - e O ¢„ A A.- . ATO: 9119 Z O_ �2 [n z w W of Elf U U W W a 0 0 US 2�j CO W gum o U CD U O N U 1•-�--1 Of F�1 J � z W M� = m Q = CA Q W m = �n M--�-°I P= LLJ m T 1 � W W 1= a LLJZ LLJ 1�' A Q U C CD W =0'0. � W UJ W 0 t70 N rn Z O Q N co � O O 04 = N Q Q 1.1._ 0o o J 1— W � U 2 U W m� w� ;11) Z :D W F -N W -, w z U LLIO > 0) 40 X W Q W Y Or,1 W r, U I O N CV O rn W Z Z O_ �2 [n z w W of Elf U U W W a 0 0 US 2�j CO W gum SHEET Jr�1 o U CD o Cq Q = CA Q W �n W Z W w as a QQ 1�' A Q U SHEET Jr�1 19,_8,, 1 1,-2„ 13'-6„ 4,_6„ 15,_2„ 1,-9„ (TYP) 1,-0„ (TYP) A C D C D E E -- 00p 8 0 0 0 0 p - - - - - - - - - - 0000 i- - - - - - �0 J - - - - - - - -i 00 J i OOI A FL D-� L—� D� E I E O � I C I � � I I i I I I I 00 I B B 8s s FL - B O° I B 0 0 ( O N I i �- q °° I B I B 88 s8 B I B i i O I i C C _� � I E — —I E I q —1 F I 00 00 g ` O — — — — — — — — 00 — i I O O 881 O E E 0 i O A C 19'-8„ 24'-8" P jU L LU Q N Z O 1-- U Z O Z w O � U O I w z ' d" a ' e• p •'d a' •d e e • ° dy' 'a 4. a 4 d '•a a e p W m C/ w M G-, ao _ o o ®Z ® W i o w r LL r., , cY cr- a m cc (D cc o J o z w cc W � Q N •a a e. , 'd '.• e e 4° < 44 a e a q e'e, d <° d a; e,d o q ° • d � a e. e d e ° p r SHEET N0. � of 3 i 4 A � A 0 0 ( O N I i �- q °° I B I B 88 s8 B I B i i O I i C C _� � I E — —I E I q —1 F I 00 00 g ` O — — — — — — — — 00 — i I O O 881 O E E 0 i O A C 19'-8„ 24'-8" P jU L LU Q N Z O 1-- U Z O Z w O � U O I w z ' d" a ' e• p •'d a' •d e e • ° dy' 'a 4. a 4 d '•a a e p W m C/ w M G-, ao _ o o ®Z ® W i o w r LL r., , cY cr- a m cc (D cc o J o z w cc W � Q N •a a e. , 'd '.• e e 4° < 44 a e a q e'e, d <° d a; e,d o q ° • d � a e. e d e ° p r SHEET N0. � of 3 i 4" SLAB 6 MIL POLY 4 —#5 CONT.3„ W/ #3 STIRRUPS 3" AT 48" 0. C. 1 '—O" SECTION A — A 3— 44 STIRRUPS - (EQ ,4LLY SPACED) 3— #4 STEEL LINE 6„ ANCHOR 6" BOLTS 1 3" O r (EQ ALLY SPACED)„ 3” 3 3 " 2' _ o„ (TO & BOTTOM) SQUARE SECTION B - B 4 SLAB ANCHOR-.-, BOLTS 3— #4 STIRRUPS (EQUALLY SPACED) Iva a 3— #4 (EQUALLY SPACED) 3„ '» (TOP & BOTTOM) 2,_®„ SQUARE SECTION D - u 3" SAW CUT CONTROL JOINT 1/8 WIDE x 1/3 SLAB DEPTH MIN. FILL W/ ELAS OMETRIC CAULK. f— 4" SLAB (15 MAX SPACING) x x x x x—x x 4" LAYER 6 MIL POLY OF SAND OR WELDED WIRE FABRIC #57 STONE (6 x 6 x Wl.4/W1.4) SLAB DE -TAIL I� 4" SLAB 4- 4A STIRRUPS - (EQU ELY SPACED) In ANCHO BOLTS #4' T 3" (EQUALLY SPACED) (TOP & BOTTOM) 3 3)-6)) 3 3" SQUARE SECTION C — C 4" SLAB 6 MIL POLY _I 4 —#5 CONT. W/ #3 STIRRUPS 3" AT 48" O.C. 1'-0" SECTION E — E CONCRETE LI SEE BUILDING PL SH EX �r-r BUILDING PLANS PROJECTION 9" (DOOR JAMBS) 5" (FTGS "B—B" & "D—D") 4" ( FTG "C — C „) 2 ( FTG "E—E") TACK WELD NUT TO ANCHOR BOLT JANCHOR BOLTS SHALL BE ASTM F1554 GR36 ANCHOR BOLTS 1'-3" Q N D � Z O U Z w O � �Z w O of U O LL W D U) CO •d � p ep d, a,.. e Q p. A. N d 64. •e. ,'e' a � D d " d p Ie � .• p d • p d ' • ae . de , 0 ' e •,a d . a d ° e CC (L 0 .e .. 4 ., 8 . 4 ..p A. '• •.p p a . d:$.. e' �.. . a 0J ., � � uu J m a � m p Lu Cn Q L a I- o Z_ I ' 4 o n® � o0 F-4 0 o J U) d d .•'. . F�1 :D v d •p. W d d, p . , de I d a ;a 4 e � o Q N � D W � ' co Q n 0 CC (L 0 r T` J w W� 0J ., uu 0 m p Lu Q L N I ' 4 ,e p ' A. , :® c A. ... .4 . a .p'• .d' d d .•'. . •p. 1 'd d d, p . , de d a ;a 4 e o e4 A p d a 4 'A ' p d .. ., e•p,. •,e p n a: a de4 d p 4 ;: dp a d.Q V• d d, p'd ..• e �E / r�Z0-(, SHEET NEI, 2of3 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 anc 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 shal 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 D0 feet from an existing structure this compaction shall be achieved by use o- 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 below 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 8inches anshall be compacted to 957. of Modified Proctor in accordance with ASTM D 111557, 5, If "pumping" of the near surface soils or fill material occurs dur'ng 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 b, 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 95% of Modified Proctor in accordance with ASTM D 1557 to a depth of a least 1 foot. If backfilling is required in the footing excavations the fill shall e placed in lifts not to exceed 6 inches, 7. All fill material shall consist of soil with no more than 10% of theparticles passing a #200 sieve and shall be free of vegetation, organic mat frial, construction debris, large rocks, and all foreign material, 8. All footings have been designed for the following assumed soil pro erties Bearing Capacity = 2,000 psf Angle of Internal Friction (phi angle) = 28 degrees Coefficient of Friction = 0,45 Soil Weight = 110 lbs per cubic f t. If it is determined of ter the soils survey that the actual soil pr perties 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 grded in such a way as to provide positive drainage away from the proposed buildi _)go 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 ps at 28 days, 12, All concrete shall contain 2.5 % to 6 7. 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. m 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, W m J _W W Q m U5 O 0 W Qo O N ir o T U M > Q � O J O J C7 W z .i W rn Q T N SHEET N0. 3 of 3 LU L J co W c'' 00 W Q N O O ;> m E-1® O C/) J zm � m O W w Q Y Z O F O Z O 5 Z W O U W O 1 LU D Cn V) d z • • ' 4'' a 9 n e, d d 4 e A4 .e a . a. 4 . d d a 4' e, a. �. de •4a' 4 a' 6 q d 4 a ... W m J _W W Q m U5 O 0 W Qo O N ir o T U M > Q � O J O J C7 W z .i W rn Q T N SHEET N0. 3 of 3 LU J co W c'' 00 �0 z o Cb O O ;> m E-1® O C/) J zm � m O W w Q Y W m J _W W Q m U5 O 0 W Qo O N ir o T U M > Q � O J O J C7 W z .i W rn Q T N SHEET N0. 3 of 3 DiIo= 3/4" » oll 00 � 4n � ISI l 3 2" w 2» n» See Plan DETAIL A Dia= 3/4 6" W 00 IOl 70! 4» Ii31 118E t` 2" 8 ar 2a► 2 DETAIL B Dia 3/4"6-1) -j 1 1 00 h4" t\ BIB 2 ar 2a0 W' ' 2$1It C� YY See Plan DETAIL C Dia= 3/4"'"` 6» 1 1 N _ I 4» o N I 0 4" �u 211 L^N W See Plan DETAIL D Dia= 1/2" o 00 1 4" as L_� 2 EW/ Sw 1 3/4» See Plan DETAIL E DESIGN CRITERIA BUILDING CODES 6 14 r 1 12 20 PSF��I4��iud�® PSF 64'-4" OUT--TO-OUT OF STEEL COLLATERAL LOAD] SNOW LOAD (GROUND), 3 0 PSF PSF e� �,..,....., ,.q �►�, 144. '•:9,�,,' WIND LOAD, (ULTIMATE), 126 MPH 4\1,CEN `(•' N. 2 3 WIND IMPORTANCE FACTOR EXPOSURE, 4 ,. !� t , BWBIIND S TUERDqU�EGpRY� Ix I 19'-8" E CLOSURE CLASSIFICATION, 4'-6" 15°-2" TA E: PH 229--896-7569 N.T.S. DATE, 1 -13-2015 REVISION TITLE/LOCA71ON &ALAN: JOB # 9696—AB •, .. �` � �•..®.®.®` FAX 229--89C,-7$6® ELITE,.OX WN BY: K.JOHNSON SALES F 00 KEEN'S PORTABLE BUILDINGS # f pp 247 C U AVEDEL CA 31620 wINc slz�: 40X64X 4 JACKSONVILLE, FL ANCHOR BOLT PLANS SHEET 1 OF 11 j (p S T U T; R E s R I I 5'-7 7/8' '_8 1 •- 5'-0 1" 4" 6'-3 1-/2" '-. 1.0 1 R R CID,R X001 —Bracin ®E E r s) D. B - O 1 00 : I 00 2'-2 114 ■r A ®s C A 2'-7 7/8 w t iJ o 0 o c c o � b o O zo cV N y fE O 0 Ooo 2'-7 7/8 ®. °m er A A:: B - .. M � j B p■ •. R eQ T •r B T T- A D n e E a E OE E° JAN19 JQIV 2016 X -Bracing R _ 00 R °° 4' 8 4" '-1 7 3 " - _ .- . - 3 3 i -9 7/9- 2 2 '-8" 24'-8" 19 - Gregory S. Barfield, P.E. FRAME LIN 2149 Nell Purvis Road DIMENSIONS 1 2 4 6 Adel, GA 31620 ANCHOR BOLT PLAN : P.E. # 54419 - NOTE: All Base Plates 0 100'-0" (U.N.) DESIGN CRITERIA BUILDING CODES FBC 14 r LIVE LOAD ` TO FRAMESi LIVE LOAD TO PURLINS; 12 20 PSF��I4��iud�® PSF �Y COLLATERAL LOAD] SNOW LOAD (GROUND), 3 0 PSF PSF e� �,..,....., ,.q �►�, 144. '•:9,�,,' WIND LOAD, (ULTIMATE), 126 MPH 4\1,CEN `(•' N. WIND IMPORTANCE FACTOR EXPOSURE, 1 C ,. !� t , BWBIIND S TUERDqU�EGpRY� Ix I E CLOSURE CLASSIFICATION, ENCLOSED TA E: PH 229--896-7569 N.T.S. DATE, 1 -13-2015 REVISION TITLE/LOCA71ON &ALAN: JOB # 9696—AB •, .. �` � �•..®.®.®` FAX 229--89C,-7$6® ELITE,.OX WN BY: K.JOHNSON SALES F J.RAGLAND DATE: DESCRIPTION 1 12 1s CHANGED WIND EXP FROM :B TO C KEEN'S PORTABLE BUILDINGS # f pp 247 C U AVEDEL CA 31620 wINc slz�: 40X64X 4 JACKSONVILLE, FL ANCHOR BOLT PLANS SHEET 1 OF 11 j (p S T U T; R E s R I I FRAME LINES: 2 4 BU LDING BRACING REACTIONS Proj Qty Locate f Reactions (k ) Panel -Shear Type (in) 0 24 Wall - Col Wind --Seismic - (Ib/ft) D A307 1.50 Loc A 3/4" L -E 2.50 1 (i) Frame 3/4" F -S A 2,4 5.5 2.7 0.3 0.1 0 8 COLUMN LINE R -E 6 80 2 2.50 D B -S H 0.2 0.0 (i)Bracing H -0.3 1 C 1.1 IV -0.1 3.5 0.0 -4.0 0.0 -4.0 -3.9 ` 4.6 -1.3 IV 1 B RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES -2.9 1 A 0.6 Column Reactions (k ) 0.0 1.6 -1.3 -0.5 -1.3 -0.5 0.0 0.0 0.0 -1.7 Frm Col Load Hmax V Load Hmin V Anc.-Bolt Base -Plate (in) Grout Frm Col Line Line ID H Vmax ID H Vmin Qty is Width Length Thick (in) Vert 2* D 4 7.9 7.8 5 -6.1 -3.8 4 C.750 6.000 10.50 0.500 0.0 0.0 0.0 0.0 1.1 0.0 0.3 0.0 1.2 0.0 -0.1 1 3.1 12.5 8 0.3 -8.8 0.0 0.0 0.0 2* A 6 6.4 -1.9 3 -7.4 7.9 4 C.750 6.000 10.50 0.500 0.0 0.0 0.6 0.0 2.9 0.0 1.4 0.0 1.2 1 1 -3.1 10.8 7 -0.3 -7.0 0.0 0.0 0.3 0.0 1.1 0.0 1.2 0.0 -0.1 2* Frame lines: 2 4 Wind Wind Wind Wind Wind Wind Wind Wind Seis Frm RIGID FRAME: BASIC COLUMN REACTIONS (k ) Live Lem Rightl Left2 Rightl Press Suct Long Long2 Left Frame Column -----Dead-----Collateral- Vert -----Live------Wind-Leftl- -Wind-Rightl - --Wind-Left2- Vert Vert Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* D 0.6 2.4 0.6 2.1 1.9 8.1 -9.9 -14.3 11.6 - -6.0 -10.8 -8.7 2* A -0.6 2.2 -0.6 1.9 -1.9 6.8 -10.6 -2.7 10.4 -11.0 -9.7 2.9 Frame Column -Wind_Right2- --Wind-Long 1- --Wind-Long2- -Seismic-Left Seismic -Right -Seismic-Long . Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* D 10.7 -0.4 2.8 -16.7 -0.2 -17.1 -0.3 -0.2 0.3 0.2 OA -0.8 2* A 11.3 -5.4 0.1 -13.9 -2.7 -13.5 -0.3 0.2 0.3 -0.2 0.0 -0.3 2* Frame lines: 2 4 B -0.1 0.0 3.0 0.0 NOTES FOR REACTIONS Building reactions are based on the following building data: Width (ft) = 40.0 Length (ft) 64.0 Ea ve Height (ft) = 14.01 14.0 Roof Slope rase/12) = 7.0/ 7.0 Dead Load (psf ) = 2.5 Collateral Load sf ) - 3.0 Roof Live Load sf= 20.0 Frame Live Load psf )} = 12.0 Wind Speed (mph) = 126.0 Wind Code = FBC 14 (IBC 12 Exposure = C Closed/Open C Importance Wind 1.00 Importance Seismic = 1.00 Seismic Zone = B Seismic Coeff (Fa*Ss) = 0.18 ID Description 1 Dead +Collateral+Live 2 Dead+0.6Wind_Lon 1 3 Dead +Collatera l+0.75Live+0.45Wind-Left1 4 Dead+Collateral+0.75Live+0.45Wind-Rightl 5 0.6Dead+0.6Wind_Left2 6 0.6Dead+0.6Wind_Right2 7 0.6Dead+0.6Wind_Long 1 8 O.6Dead+0.6Wind_Long2 9 0.6Dead+0.6Wind-Suction+0.6Wind-Long2 10 0.6Dead+0.6Wind-Suction+0.6Wind-Long1 11 Dead +0.6Wind_Pressure+0.6Wind-Long1 12 Dead +0.6Wind-Pressure+0.6Wind_Long2 13 0.6Dead+0.6Wind-Pressure+0.6Wind-Long1 14 0.6Dead+0.6Wind-Pressure+0.6Wind-Long2 15 Dead+0.6Wind-Pressure 16 0.6Dead+0.6Wind-Suction 17 0.6Dead+0.6Wind-Pressure 18 Dead +Collateral+0.75Live+0.45Wind-Pressure 19 0.6Dead-0.6Wind-Long1 ANCHOR BOLT SUMMARY BASIC COLUMN REACTIONS (k ) BU LDING BRACING REACTIONS Proj Qty Locate f Reactions (k ) Panel -Shear Type (in) 0 24 Wall - Col Wind --Seismic - (Ib/ft) 1/2" A307 1.50 Loc Line Line Harz Vert Harz Vert Wind Seis Note 3/4" L -E 2.50 1 (i) Frame 3/4" F -S A 2,4 5.5 2.7 0.3 0.1 0 8 Soldier R -E 6 80 2 2.50 D B -S D 3,2 5.5 5.9 0.3 0.3 0.2 0.0 (i)Bracing in roof to rigid frame -0.3 1 C ANCHOR BOLT SUMMARY BASIC COLUMN REACTIONS (k ) Dia Proj Qty Locate (in) Type (in) 0 24 Jamb 1/2" A307 1.50 0 32 Endwall 3/4" A307 2.50 0 16 Frame 3/4" A307 2.50 0 8 Soldier 3/4" A307 2.50 PH 220-896--7569 SCALE: N.T.S. DATE: 1 -13-2015 REVISION FAX 229--896--7560 DRAWN BY: K.JOHNSON SALES: J.RAGLAND DATE: DESCRIPTION ITE P.O. BOX 207 BUILDING SIZE: 1/12/16 CHANGED WIND EXP FROM B TO C S T R U CTURES ADEL GA 31620 40X64X 14 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) BUILDING CODEi FBC 14 LIVE LOAD TO FRAMES, 12 Wind Wind Wind Wind Wind Wind Frm Cal Dead Collat ---Live--- Leftl Rightl Left2 Rightl Press' Wind-Suct Long Line Lone Vert Vert Harz Vert Vert Vert Vert Vert Harz Harz Vert Vert 1 D 0.6 WIND EXPOSURE, 0.2 0.0 1.6 -0.5 --1.3 -0.5 -1.3 - -0.0 0.0 0.0 -0.3 1 C 1.1 0.5 -0.1 3.5 0.0 -4.0 0.0 -4.0 -3.9 ` 4.6 -1.3 -7.3 1 B 1.1 0.5 -0.1 3.5 -4.0 0.0 -4.0 0.0 -3.9 4.6 -1.3 -2.9 1 A 0.6 0.2 0.0 1.6 -1.3 -0.5 -1.3 -0.5 0.0 0.0 0.0 -1.7 Wind Seis Seis Frm Col Long2 Left ; Right- E1 PAT`LL_1- E1 PAT_LL-2- E1 PAT -LL -3- E1 PAT -LL -4- Line Line : 'Vert Vert Vert Harz Vert Harz Vert Harz Vert Harz Vert 1 D -1.7 0.0 0.0 0.0 1.1 0.0 0.3 0.0 1.2 0.0 -0.1 1 C -2.9 0.0 0.0 0.0 2.9 0.0 0.6 0.0 1.4 0.0 1.2- .21 1 B -7.3 0.0 0.0 0.0 0.6 0.0 2.9 0.0 1.4 0.0 1.2 1 A -0.3 0.0 0.0 0.0 0.3 0.0 1.1 0.0 1.2 0.0 -0.1 Wind Wind Wind Wind Wind Wind Wind Wind Seis Frm Col Dead Collat Live Lem Rightl Left2 Rightl Press Suct Long Long2 Left Line Line Vert Vert Vert Vert Vert Vert Vert Harz Harz Vert Vert Vert 6 A 0.6 0.2 1.6 -0.4 -0.6 -0.4 --0.6 0.0 0.0 -2.1 -1.9 0.0 6 B 0.8 0.5 2.6 0.0 -4.7 0.0 -4.7 -3.9 4.2 -5.6 -2.6 0.0 6 C 0.8 0.5 2.6 -4.7 0.0 -4.7 0.0 -3.9 4.2 -2.6 -5.6 -0.1 6 D 0.6 0.2 1.6 -0.6 -0.4 -0.6 -0.4 0.0 0.0 -1.9 -2.1 0.1 Seis Frm Col Right E2PAT-LL_.1- E2PAT-LL-2- E2PAT_LL_3- E2PAT-LL-4- Line Line Vert Harz Vert Harz Vert Horz. Vert Harz Vert 6 A 0.1 0.0 1.0 0.0 -0.1 0.0 1.2 0.0 -0.1 6 B -0.1 0.0 3.0 0.0 0.9 0.0 1.4 0.0 1.2 6 C 0.0 0.0 0.9 0.0 3..0 0.0 1.4 0.0 1.2 6 D OA 0.0 -0.1 0.0 1.0 0.0 1.2 0.0 -0.1 SOLDIER COLUMN: BASIC COLUMN REACTIONS (k ) Wind Seis Frm Col Dead Collat ---Live--- Wind -Press Suct Wind -Long 1 Long Line Line Vert Vert Harz Vert Harz Vert Horz Harz Vert Vert 3 D 0.4' 0.2 0.3 1.5 1.6 -4.2 -2.7 -1.6 5.9 0.8 5 D 0.3 0.1 - 0.1 0.9 1.5 -2.5 -2.2 -1.3 0.0 _ 0.0 EN DWALL COLUMN: MAXIMUM REACTIONS, 'ANCHOR BOLTS, & BASE PLATES Column Reactions (i ) Frm Cal Load Hmax V Load H min V Anc. Bolt Base -Plate (in) Grout Line Line ID H Vmax ID H Vmin Qty Dia Width Length Thick (in) 1 D 9 0.0 -0.7 9 0.0 -0.7 4 0.750 6.000 7.875 0.375 0.0 1 0.0 2.4 1 C 10 2.7 -4.6 11 -2.3 -3.4 4 0.750 6.000 7.875 0.375 0.0 1 -0.2 5.1 10 2.7 -4.6 1 B 9 2.7 -4.6 12 -2.3 -3.4 4 0.750 6.000 7.875, 0.375 0.0 1 -0.2 5.1 9 2.7 -4.6 1 A 10 0.0 -0.7 10 0.0 -0.7 4 0.750 6.000 7.875 0.375 0.0 1 0.0 2,4 6 A 10 0.0 -0.9 10 0.0 -0.9 4 0.750 6.000 7.875 0.375 0.0 1 - 0.0 2.4 6 B 10 2.5 -2.9 13 -2.3 -2.9 4 0.750 6.000 7.875 0.375 0.0 1 0.0 . 4.0 10 2.5 -2.9 6 C 9 2.5 -2.9 14 -2.3 -2.9 4 0.750 6.000 7.875 0.375 0.0 1 0.0 4.0 9 2.5 -2.9 6 D 9 0.0 -0.9 9 0.0 -0.9 4 0.750 6.000 7.875 0.375 0.0 1 0.0 2.4 SOLDIER COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & -BASE PLATES Column Reactions (k ) Frm Col Load Hmax V Load Hrnin V Anc. Bolt Base -Plate (in) Grout Line Line ID H Vmax ID H Vmin Qty Dia Width Length Thick (in) 3 D 18 1.0 -0.1 16 -1.6 0.2 4 0.750 6.000 7.875 0.500 0.0 2 -0.9 3.9 19 -1.0 -3.3 5 D 15 0.9 -1.2 16 --1.3 0.2 4 0.750 6.000 7.875 0.500 0.0 1 0.2 1.3 17 0.9 -1.3 TITLE/LOCATION KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31 620 P. E. # 54419. DESIGN CRITERIA BUILDING CODEi FBC 14 LIVE LOAD TO FRAMES, 12 PSF LIVE LOAD TO PURLINS, 20 PSF COLLATERAL LOAD, 3 PSF SNOW LOAD (GROUND).- 0 PSF WIND LOADS (ULTIMATE), 126 MPH WIND IMPORTANCE FAsCTOR, 1 WIND EXPOSURE, C BUILDING RISK CATEGORY, SE IC USE II GROU , ENCLOSURE CLASSIFICATION, ENCLOSED PLAN: JOB # 9696 -CR COLUMN REACTIONS SHEET 2 of 11 Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31 620 P. E. # 54419. I G-11 G-13 G-15 I I � C) ►n 1 DH- 1 I DH -3 i G-10 N G-12 G-13 G-14 =N G-16 04 7 to LO f L2x4 I -- - ---------. I ---------- __ 0 c ------_-------_. - ---- - ----- --- _ I �- � _ _ EC -1.- RF1-4 RF1-4 EC -1 r I as a as - a as a n a a N 4'-4 ' 3 4 12 -3 5 8 12 -9 1 2 3 -5 -5 1 GIRT 1°-1--f— LAPS 1'-1 3 SIDEWALL FRAMING: FRAME LINE A 1 a 64'-0" OUT -TO -OUT OF STEEL 1 -0" 5 4 3 2 15'-2" 4'-6" 13'-6" 11'-2 19'-8" E- 2 E-3 3. H SE -5 F—I E-1 E-1 2 f G-29 G-30 I -1 I 1 L ---------- — -- -- — ------------ Eave Extens — — — --- e- --- _...—- —--------------- -- —� G-18 G21 G-23 G-25 G-26 I CanoRy 1 LO 4 I DH -6 II I I I I BOLT TABLE QUAN MARK PART . LENGTH i I i 6 SC -1 W8X10 9'_9 3/4" 1 LOCATION 64'-O" OUT -TO -OUT OF STEEL TYPE DIA LENGTH ' - 0" A325 3/4" 3 .SC— 1 2 A325 1/2" 1 1/2 SC -2 2 A325 2 10'-0" 1 4 4'-4 1/4 1 DH -4 8X25C14 I 1 DH -5 8X35C14 5'-11 12" 1 DH -6 8X25C14 6Y-4 1/ 24'-8" E-1 8E514L4 ,� 18t-9 1/21) 19'-8" E-2 8E514L4 24'-1 1/2" 1 E-3 8E514L4 14'-3 1/2" 1 E-5 8E514L4 12'-11 1/2" 4 E-12 8E514L4 8 3/4" E _ - 2 E 1 2'-8 5/8" 1 E -2 20'-9 1 /2" 1 ET1 E- 2 G-13 8X25Z 16 26'-11 1/ 2" 1 G-14 8X25Z16 13�-8 1/ 'l Ij I ..._------- — -- ------ 20 —9 — Eave Extension_ - -_ -------.-- ----- -- — - — A — ----------- -- - - - I J 1 G-18 8X25Z16 I G-11 G-13 G-15 I I � C) ►n 1 DH- 1 I DH -3 i G-10 N G-12 G-13 G-14 =N G-16 04 7 to LO f L2x4 I -- - ---------. I ---------- __ 0 c ------_-------_. - ---- - ----- --- _ I �- � _ _ EC -1.- RF1-4 RF1-4 EC -1 r I as a as - a as a n a a N 4'-4 ' 3 4 12 -3 5 8 12 -9 1 2 3 -5 -5 1 GIRT 1°-1--f— LAPS 1'-1 3 SIDEWALL FRAMING: FRAME LINE A 1 a 64'-0" OUT -TO -OUT OF STEEL 1 -0" 5 4 3 2 15'-2" 4'-6" 13'-6" 11'-2 19'-8" E- 2 E-3 3. H SE -5 F—I E-1 E-1 2 f G-29 G-30 I -1 I 1 L ---------- — -- -- — ------------ Eave Extens — — — --- e- --- _...—- —--------------- -- —� G-18 G21 G-23 G-25 G-26 I CanoRy 1 LO 4 I DH -6 II I I I I BOLT TABLE QUAN MARK PART . LENGTH FRAME LINE A & D SC -1 W8X10 9'_9 3/4" 1 LOCATION QUAN TYPE DIA LENGTH SR -1 2 A325 3/4" 3 .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 W8X10 9'_9 3/4" 1 SC -2 W8X10 9'-9 3/4" 1 SR --1 W8X10 18'-10 1f2" 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 8X25014 4'-4 1/4 1 DH -4 8X25C14 3'-4 1/2" 1 DH -5 8X35C14 5'-11 12" 1 DH -6 8X25C14 6Y-4 1/ 3 E-1 8E514L4 ,� 18t-9 1/21) 1 E-2 8E514L4 24'-1 1/2" 1 E-3 8E514L4 14'-3 1/2" 1 E-5 8E514L4 12'-11 1/2" 4 E-12 8E514L4 8 3/4" 1 G-10 8X25Z16 2'-8 5/8" 1 G-1 1 8X252 16 20'-9 1 /2" 1 G-12 8X25Z 16 13'-2 5/8" 2 G-13 8X25Z 16 26'-11 1/ 2" 1 G-14 8X25Z16 13�-8 1/ 'l 1 G-15 8X252 16 20 —9 1 G-16 8X25Z 16 3'-2 1 Y22 1 G-17 8X25216 3'-8" 1 G-18 8X25Z16 16'-3 1/2" 1 G-19 8X25216 6'-0" 1 G-20 8X25Z 16 6'-9 1/2" 1 G-21 8X25Z16 6'-9 1/2 1 G-22 8X25Z 16 2'-2 1/4" 1 G-23 8X25216 15'-9 1 2" 1 G-24 8X25216 6' , 8 5 8 2 G-25 8X25Z16 13'-5 1/2" 2 G-26 8X25216 20'-9 1/2" 1 G-29 8X25Z16 4'-9 1/2" 1 G-30 8X25Z 16 13'-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 15'-0" o 1 G-17 G-19 G-20 - 2 N G 24 G-2 G-26 { I � o LO 00 � � r � I N *CANOPY DETAIL FOUND ON CROSS SECTION PAGE 11. I L2x4 l I- -a _--- C ----- I --- -u RIL � -- --- I--- - - - - ---I - --- -- ------ -- I EC -6 SC -1 RF1 M1 SC -2 RF1-1A EC -1 17 CAL ... II 4'-0" 6'-0" 5'-2" 6'-4 3 4" 5'-9, 5 s DESIGN CRITERIA GIRT 1'_1 3 1'-1 3 t°-1 3 " �,_1 3 BUILDING CODES FBC 14 --/- --�=-- --- --- LIVE LOAD TO FRAMESi 12 PSF LAPS 1'-7 3/4" 1'-1 3/4- 1'-1 3/4" 1'-1 3/4" LIVE LOAD TO PURLINS' 20 PSF` COLLATERAL LOADi 3 PSF ® � SI D E WALL FRAMING: FRAME LINED sNaw LOAD (GRauND)= o PSF �►.S a Gregory S. DBrfceld, P.E WIND LOADi <ULTIMATE>$ 126 MPH `'w��;.•`"\'r. q 2149 Nell Purvis Roes! WIND IMPORTANCE FACTOR, 1 % ,Q`. «. •.®, �+ Adel GA 31620 BWIIINDDDIIEXPOSUKREiC�gT C :` No SEIjMICGUSLS GRCIUPEGORY� TI p tl P.E.1 54719 - ENCLOSURE CLASSIFICATIONt ENCLOSED 1 SCALE; DATE: TITLE/LOCATION. PLAN: JOB N.T.S. 11-13-2015 REVISION i ';•T a PH 223-896--7'69 9696—SF `• WMUTE FAX 229-896--7560 DRAWN 8Y: K.JOHNSON SALES: J. GLAND DATE: DESCRIPTION •$,...: "may P.0. BOX J07 BUILDING SIZE; 12 1s CHANGED wIND Exp FRoM B To c" KEEN'S PORTABLE BUILDINGS Al- j S T R U C T U R E ADEM GA 16,20 40X64X14 JACKSONV{LLE, FL SIDEWALL FRAMING SHEET 3 of 11 40'-0" OUT--TO-OUT OF STEEL j D C B A i » 13'-4" 1 2,rn,a 13,-4aa a� 12 2 F e3p 0 / 0 F / e F 0 3 G-7 e G-2 G-7 G-9Fil a�2 0 G-31 .n I - - - - G Gr -6 G-8 DH -1I Canopy_ _ 0 0 — i I - iU) gid- .- I DH -2 .- o G- I I 1 G- G- N G- G-8 p O N .- N O I N -� I LO I L2x4 I EC -1 EC -20 u)EC-3 EC -1 8'-0" 2'-4 iit 6'-4 3 4" WALL P WALL. FiASHINc ENDWALL FRAMING: FRAME LINE 1 P RUN Q3' 12 RooF Po a 40'-0" OUT -TO -OUT OF STEEL ' » LITFasces , A B C p -PmaEr- " 12'-0" 13'-4a, w u 7- L, 12 BOLT TABLE MARK PART FRAME LINE 1 & 6 EB -2 W8X 10 LOCATION QUAN TYPE DIA LENGTH Cor—Column Raf 4 A325 3 4 3 ER -1 /ER --2 8 A325 3/4" 3" Int 'Column Raf 4 A325 1/2$) 1 1/2" MEMBER TABLE FRAME LINE 1 & 6 MARK PART LENGTH EB -2 W8X 10 3'— 7/16 EB -4 W8X10 3'-8 7/16" EC -1 W8X10 14'-0' EC -2 W8X1O 20'-8 3/4» EC -3 W8X1-0 20'-8 -3/4' EC -4 W8X 10 2,00-8 3/4" EC -5 W8X10 20'-8 3/4" - EC -6 W8X10 14'-0 ER -1 W8X10 22'-0 1/16" .ER -2 W8X10 22'-0 1/16" DJ -1 8X35C 14 15'-0" DJ --2 8X35C 14 10'-0" DH -1 8X35C 14 7'-1 1 1/2 DH -2 8X35C 14 6'-4 1/4" G-1 8X25Z16 2'-0 1/8" G-2 8X25Z16 9'-5 5/8" G-3 8X25Z 16 10 3/4" G-4 8X252 16 1 ' —10" G-5 8X25Z 16 2'-3 5/8")p G-6 8X252 16 11'-7 1 /2 G-7 8X25Z 16 11'-7 1 /2" G-8 8X25716 12'-5 5 8" G--9 8X25Z 16 9'-5 5/ G-31 8X25216 12'-7 1/2 Bap FLANGE BRACE TABLE ENiIWALL CANOPY DETAIL 0/ / FRAME LINE 1 & 6 / � \Fe3 p VID[ MARK. LENGTH 719/N / ' 3 G-7 0\ F 1 FB30 2- 6 12 CONNECTION PLATES FRAME LINE 1 & 6 LO E1 ID I MARK PART blp 0 LO I G-8 G-7 G-8 I - o aI Gregory S. Barfield, P.E. 2140 Nell Purvis Road PLoI G-8 G-7 G-8 Adel, GA 31620 J P.E. # 54419 o I I l LO I I DESIGN CRITERIA„ e_..._ L2x4 I BUILDING CADET FBC "14 --.r._--_-- -—--- ..._----- I_._...-------.-- _ H LIVE LOAD TO FRAMES° 12 PS EC 1 EC -4 EC -5 EC -6 .LIVE LOAD TO PURLINS° 20 PSF COLLATERAL LOAD, SNOW LOAD (GROUND); ® PSF� WIND ,........ END WALL FRAMING: FRAME LINE 6 LOAD, (ULTIMATE); 126 MPH WIND IMPORTANCE FACTOR: 1•., tet •``®C E Af ' . WIND EXPOSURE, T C GRI7UPEGCJRY� LI '0.'.!�.o �#t� • SESMICGUSES ENCLOSURE CLASSIFICATIONi ENCLOSED • " r-•�'•"'"'" '� "='� PH 229-896--7569 SCALE: N.T.S. DATE: 11 13-2015 REVISION TITLE LOCATION / PLAN: JOB # = $TAT Al LJ� FAX 229-896-7560 DRAWN BY: K.JaHNSON SALES: J.RAGLAND DATE. DESCRIPTION 9696- EF . t� ¢,IW .•` P.O. BOX 207 BUILDING SIZE: /12 16 CHANGED WIND EXP FROM B TO C KEEN'S PORTABLE BUILDINGS, S T R U C`T U R E 8 ADEL GA 31620ENDWALL 40X64X1 JACKSONVILLE,. FL FRAMING SHEET 4 0l- M 6'-0" 1—— -- JIM 64'-0" OUT—TO—OUT OF STEEL 3 4 5 13'-6" 15'-2" It EB -7 E-11 HW7600 EB -8& E 100 EB -6 & EB -9 I P-6 T P-5 T EXTENSION ROOF PLAN CANOPY BOLTS PART LENGTH MARK 8X2CH 16 QUAN TYPE DIA LENGTH EB -2 W8X 10 4 A325 1/2" 1 1/2" EB -3 8X2CH16 4 A325 1/2" 1 1/2" EB -4 W8X 10 4 A325 1/2" 1 1 /2" EB -6 W8X10 4 A325 1 /2" 1 1 /2" EB -7 8X35Z16 4 A325 1 /2" 1 1/9 -EB-8 8X25Z 16 4 A325 1 2" 1 1 2" ( ANGLE TABLE ROOF PLAN OIDI MARK I LENGTH I DETAIL E8—4E,7 EB -3 EB -3 E-8 EB -3 E6-3 E-7 ED—�B-1 BANDNG 300 -0 ANGLE -1 12 I —1 RF1-1A I I SC -2 I E-5 I F1-11 SC -1 Et -3 2 I l ( SR -2 ( ISR -1 I I I ( I ILL P-1 T 1 P-2 T I I P— T I I I I ( ( I N I I I ( X w"'�xz.4== cl o RF1-2 ER_ ( I I w ( ER -1 I RR —2 I I L2x4 I � I I m B-9 N I I & I ( I 1 w W c�\ I ( I L I I l I I I I I I I I I I I f a ( ( P-3 Typ I P-2 T ( P-1 T HW760 I I ( YP I I YP I I f I I ( MEMBER TABLE ROOF PLAN MARK PART LENGTH EB -1 8X2CH 16 _6'-2 5 16 EB -2 W8X10 3'-8 7/16" EB -3 W8X 10 3'-8 7/16" EB -4 W8X10 3'-8 7/16" EB --5 8X2CH16 6'-2 5/16" EB -6 W8X 1 O 6'-4 1/4" EB -7 W8X 10 6'-4 1/4" EB -8 W8X 10 6:-41/4" EB -9 W8X10 6-0" P-1 8X35Z 16 21'-9 1/2" P-2 8X35Z16 26'-11 P-3 8X35Z16 21'-9 1 Y12?" P-4 8X25Z 16 1 1'=7 1 /2" P-5 8X25Z16 4'- 1 1/2" P-6 8X25Z 16 13'-1 1/2" E-1 8E514L4 18'-11 1 2" E-2 8E514L4 24�-3 1 2" E-3 RF1-4 11 8E5141_4 19'-3 1 /2 E-5 8E514L4 19'-3 1/2" E--7 8E514L4 20'-5 1/2" E-8 8E514L4 24'-3 1/2" E-9 8E514L1 11 '-11 1 /2" E-10 8E5141_1 4'-3 1 2" E-11 8E5141_1 13'-3 1 /2" E-12 8E514L4 1'-1 1 /2" CB -4 1/4 -CBL 33'-6" I r w EB -9 wl ( I ( I Lw Uj f a L2x4 ER -2 RF1-3 I I RF1-3 ER-1 I� ( I I ( N � U ( I f f ( I I tr I I Ce f '! _0 6ilEB-EiB-2 I -1 RF1-4 ( E-2 ( RF1-4 11 - 2 E-7 EB -3 E-8 EB-3BANDNG EB—®B-5 FLAP IN 3 " 1 °-1 � fie.„ 1'—i 3/4" 3/4" Gregory S. Barfield, F .E.' 2149 Nell Purvis Road 24'-8" 1 g'—g" Adel; GA 31620 r 154419 DESIGN CRITERIA 1 „ 2 24 —8 19 —8 „ P 4 6 BUILDING CLYDE FBC 14 LIVE LOAD TO FRAMESi PSF ROOF FRAM FRAMING PLAN COLLATERALTLOADRLINSa ° 3 PSF O W�S,,8 SNOW LOAD (GROUND)' WIND LOAD: (ULTIMATE)> 0 126 PSF MPH * O ++'� E'�.•°'CEN''-q'9ss +Q `F° WIND IMPORTANCE FACTORS 1 -` �+ �• 0** Ido 19 : WEND IIEXPOSURE: �JAICGUSkSKG&U�EGORYs IC IT » *� . ENCLOSURE CLASSIFICATIONio ENCLOSED r ,,.......•..r'�"e...r..m,,,,, PH 22.9-8.96--7569 SCALE: DATE: N.T.S11-13-2015 REVISION TITLE/LOCATION PLAN: JOB # T ,+ 40 � � E L IT FAX 229-896-7560 . DRAWN BY: K.JOHNSON SALES. J.RAGLAND DATE: DESCRIPTION 9696 -RF S T R U C T U IR E S P.O.- BOX 207 ADEL GA 33620 euILDINc slzE:RMEMWIRB 40X64X14 M ° KEEN'S PORTABLE JACKSONVILLE, FL ROOF FRAMING sHEEr 5 of 1 1 N. #VAL ,�" '`'1 VOW01%� i I I C B A 12 E--] - 12 .d. io I to ✓/ i oo I \e cV N N \ \\ 04 \ to N e\ i s/ \� F I F o N_ M I I N 3 N L---- — nO --- —J o) I �, O O O O 3 3 ------ -- --- ------ --- -- C� O ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. PBR NEED COLOR 0 TRIM TABLE FRAME LINE 1 & 6 OID PART DETAIL 1 E-108 TRIM -9 2 ER -105 TRIM -6 3 ER -103 TRIM -4 4 1 XET-31 ER -103 ENDWALL SHEETING & TRIM: FRAME LINE 6 PANELS: 26 Go. PBR — NEED COLOR Q ---------------------—JGutter with 3 downssouts�-------------------------- --- --- T — —-- —Savextension --- -- --- -- — -- -- -- -- J f io O A •t 4 i} ;d, 4 4 <4 > IC4 I4 2 --- --- --- -- -- ------ -- --- -- --- --- — — -- — -- -- L_—Al SIDEWALL SHEETING & TRIM:FRAME LINE A PANELS: 26 Go. PBR — NEED COLOR Q Q F 1 SGutter with 3 downssouts)-- _----------------- I �' I L--_ --$ — --- --- --- — — --- —t°— — — —Eave Extension --- —� %.--.— — -- Canop O. 4 p a a 4 4 SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Ga. PBR - NEED COLOR r+•'"""�""""""°� SCALE: DATE: TITLE/LOCATION u— .------y Ply 229—•896-7569 N.T.S. 11-13-2015 REVISION ELIT1FAX ,229-896--7560 DRAWN BY: K.JOHNSON SALES: .RAGLAND DATE: DESCRIPTION 12 16 CHANGED WIND EXP FROM B TO C ' P, O. BOX 207 BUILDING SIZE: KEENS PORTABLE BUILDINGS S T R U c T U R f S ADEL GA 31620 40X64X1 JACKSONVILLE, FL TRIM TABLE FRAME LINE A & D OID QUAN PART DETAIL 1 4 E--108 - TRIM -9 2 1 E-108 TRIM -9 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 te�gOry S. Barfield, P.E. . 2149 Nell Purvis Road Adel, GA 31620 P.E. ## 54419 DESIGN CRITERIA BUILDING CODE= FBC 14 LIVE LOAD TO FRAMES, 12 PSF LIVE LOAD TO PURLINS, COLLATERAL LOAD, 20 3 PSF PSF kY S. rsr SNOW LOAD (GROUND)+ WIND LOAD, (ULTIMATE), 0 126 PSF MPH +°� 4� "• 8'`�i��'+► �` •° ® 1 .► �. •'•. WIND IMPORTANCE FACTOR, WIND EXPOSURE, 1•' C F '"�► No t� UILDING RISK CATEGORYi EISMIC USE GROUP, II I = ENCLOSURE CLASSIFICATION; ENCLOSED a JOS # 9696—WS ' ,e.�►,�` j egaKse �. I AL WALL SHEETING SHEET 6 OF i ELITE S T R U C T U R E S' CD C14 7, a 8 D (n I r LO N 0 TRIM TABLE ROOF PLAN 0 =1130 114 111 a Iva I BUILDING CODEi ER --1 03 TRIM -4 E-142 TRIM -80 PSF E-300 TRIM -45 20 3 E-325 TRIM -70 SNOW LOAD (GROUND), WIND LOAD: (ULTIMATE)i126 E-328 TRIM -73 -329 I E-326 TRIM -71 c 3A PH 229-896-7569 FAX 229-896-7560 - - - - I I I I I I I I I I P-0 BOX 207 BUILDING SIZE. 31620 40X64X1' 1,—G,,.64'—O" OUT—TO—OUT OF STEEL 19'-8" 15s-2$* T —T ROOF SHEETING PLAN PANELS: 24 Go. 16BL — Galvalume [A] SOFFIT PANELS: 26 Ga. P8R NEED COLOR REVISION TITLE/LOCATION I I — DESCRIPTION ED WIND 6P—FROM B TO C KEEN'S PORTABLE BUILDINGS I JACKSONVILLE, FL (A] Gregory S. Sarflold, P.E. 2 1 149 Noll Purvis Road Adel, GA 31620 P.E. # 54419 DESIGN CRITERIA BUILDING CODEi FBC 14 LIVE LOAD TO FRAMES, 12 PSF LIVE LOAD TO PURLINSi COLLATERAL LOADi 20 3 PSF PSF S. SNOW LOAD (GROUND), WIND LOAD: (ULTIMATE)i126 0 PSF MPH WIND IMPORTANCE FACTOR, I NO 54419 WIE EXPOSURE, c BPI DING WK C T S Ismic U UPEGORYt G& IT I NCLOSURE CLASSIFICATIONt ENCLOSED A TA 4V JOB 9696 -RS 4 5 F ROOF SHEETING SHEET 7 OF D QC B T i i r/ 1 i r � '12 12 12 r � LO cv 1— ---r--- N I 0 1 I N I o o OCt I i — _ — N ! s^— r I I I I I I I I I i ! f I I I I I I I I ENDWALL INSULATION: FRAME LINE 1 INSULATION: 4.00" Thick VR Q2 4 , 7 12 ENDWALL INSULATION: FRAME LINE 6 INSULATION: 4.00" Thick VR SIDEWALL INSULATION: FRAME LINE A INSULATION: 4.00" Thick VR 3 i INSULATION TABLE FRAME LINE 1 A 6 D ROLL QUAN MARK WIDTH LENGTH 1 1 WI -1 6'-0" 58,-0" 2 r? tj M rj rj 1 N N N N N ! N 6'-0"1150-0" rI I I 5 1 WI -5 6'-0" 117'-6" 1 1 WI -6 1 6'-0"118'-6$$ ter- I I 14 LIVE LOAD TO FRAMES, LIVE LOAD TO PURLINS, 12 20 PSF PSF %r®ara®r0'E'i COLLATERAL LOAD, 3 PSF SNOW LOAD (GROUND), 0 PSF �s+Y,.��'.:.�,q®sem ��° oCI�:/V�•®;4.c.+® WIND LOAD, (ULTIMATE), 126 MPH'-. -4 WIND IMPORTANCE FACTOR: ! I I 1 I i Cr: No 1� EXPOSURE, C }W}�INELD SEISMIC US S GRDUPi GARY, I I I I I ! ! I I SIDEWALL INSULATION: FRAME LINE A INSULATION: 4.00" Thick VR 3 i INSULATION TABLE FRAME LINE 1 A 6 D ROLL QUAN MARK WIDTH LENGTH 1 1 WI -1 6'-0" 58,-0" 2 1 WI -2 6'-0"1051,-013 — _ 3 1 WI -3 6,-0" 110,-0" 4 1 WI -4 6'-0"1150-0" rI I I 5 1 WI -5 6'-0" 117'-6" 1 1 WI -6 1 6'-0"118'-6$$ ter- I I 6 Gregory S. B rfieeld, P.E. 2149 Nell Purves Road r r r r h— ! s I; — _ _ _ w `j (o (o(0 (0 1 rI I I rI I I r T i I I I y l 4 ter- I I SIDEWALL INSULATION: FRAME LINE D INSULATION: 4.00" Thick VR SCALE:. DATE 1/� --- PH 229-896-7569 N.T.S. 1-13-2015 REVISION FAX 229-896--7560 DRAWN BY: K.JOHNSON SALE : J.RAGLAND DATE: DESCRIPTION ELITE P.O. BOX 207 BUILDING SIZE: 1 12 16 CHANGED WIND EXP FROM.13 TO C STRUCTURES ADEL GA 31620 40X64X14 TITLE/LOCATION KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL LEGEND: 58' — 0„ 1) Length (Roll #) Gregory S. B rfieeld, P.E. 2149 Nell Purves Road Adel, GA 31620 P.E. 4 54419 DESIGN CRITERIA 4 y BUILDING CODE, FBC 14 LIVE LOAD TO FRAMES, LIVE LOAD TO PURLINS, 12 20 PSF PSF %r®ara®r0'E'i COLLATERAL LOAD, 3 PSF SNOW LOAD (GROUND), 0 PSF �s+Y,.��'.:.�,q®sem ��° oCI�:/V�•®;4.c.+® WIND LOAD, (ULTIMATE), 126 MPH'-. c� :! WIND IMPORTANCE FACTOR: 1 Cr: No 1� EXPOSURE, C }W}�INELD SEISMIC US S GRDUPi GARY, II w •, ENCLOSURE 'CLASSIFICATION: ENCLOSED BTA PIAN: JOB # j� ° 9696—WI �•°••••�"`° ' kAl- WALL INSULATION SHEET 8 of 1 1- i I 6 1 64'-0" OUT -TO -OUT OF STEEL 2 3 4 5 11'-2" 13'-6" 4'-6" 15'-2' p-------- ------- - -----.---_...-- ---_- ---...__....-- .._- _-----_.-_._-- -.._-- -- ----- -- -- 1 1 I N bi v L o� I iIr 0 NN I o o tY I I I I I x io II f 9 I ( co 00 -00 d �I Uj o uQ I� I n 0 i I I Gregory S. Barfield, P.E. ROOF- INSULATION 2149 Neil Purvis Road INSULATION; 4,00' Thick VR Adel, GA 31620 PE 4 54419 INSULATION TABLE ROOF PLAN ROLLI QUANI MARK WIDTH 1 LENGTH 1 1 11 1 RI -1 6'-0" 48'-6" PH 229-896-75699 SCALE: N.T.S. DATE: 11--13-2015 REVISION FAX 229--896--7560 DRAWN BY: K.JOHNSON sA S: J.RAGLAND DATE: DESCRIPTION ELI P.O. BOX 207 BUILDING SIZE: 1/12/16 CHANGED WIND EXP FROM '870 C STRUCTURES ADEL CA 31620 40X6414 :ATION KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL . . DESIGN CRITERIA BUILDING CODEa FBC 14 LIVE LOAD TO FRAMES, 12 PSF LIVE LOAD TO PURLINS; COLLATERAL LOAD' 20 3 PSF PSF �' SNOW LOAD (GROUND), WIND LOAD, (ULTIMATE)9 0 126 PSF MPH ;,+� ! ' � icEN' WIND IMPORTANCE FACTOR; 1 w� •' � �i, V .;�,, ,«" • � WINDEXPOSURE,EXPOSIIUKRE,� C iso 54410 ; I�MIPGUSE$ GR[]U�E00RY; ENCLOSURE CLASSIFICATION; ENCLOSED • PLAN: JOB # Ai*o 9696 -RI ROOF INSULATION SHEET 9 of 11 N �7" E-300 a o \ 0 � o 5 a 2 o cn 0 0 0 0 00 0 1 Zbt a �'S o 1 8 CL O 2 X10 NU .t Ln 1 ! I 4 _I a 1 o U 3/4" 35'-9 1 CLEAR + - A 2'-0" 40'-0" OUT -TO -OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 2 4 t3 64 Fe�3 0 ! N j .r I Is � s 00 ! 1 in + CD w I ! a ry I o Ln I e 1'-4 3/4! " MEMBER TABLE Qty Top Bot Int Tye Dia Length SP -1 4 4 0 A325 0.750 3.00 Adel, GA 31620 y a P.E. # 54419 DESIGN CRITERIA Web Det Web Plate Outside Flange Inside FBC Flange Mark W x Thk x Length W x Thk x Length Start/En Thick I Length RF1-1 10.0 11.4 0.135 29.6 6 x 1 4 x 162.5 6 x 1/4" x 60.1 11.4/17.2 0.135 119.0 6 x 3/8" x 17.1 6 x 5/16" x 88.7 17.2/ 6.7 0.313 17.9 RF1-2 17.0/13.7 0.135 119.0 6 x 1/4" x 240.0 6 x 5/16" x 139.0 13.7/10.4 0.135 119.0 6 x 1/4" x 19.0 6 x 1/4" x 114.1 10.4/10. 0.135 21.0 RF1-3 10.0/10. 0.135 21.5 6 x 1/4" x 19.5 6 x 1/4" x 114.0 10.4/13. 0.135 119.0 6 x 1/4" x 240.0 6 x 5/16" x 139.6 13.2/16. 0.135 119.0 RF1-4 6.2/16.2 0.313 17.1 6 x 3/8" x 16.5 6 x 5/16" x 89.2 16.2/11. 0.135 119.0 6 x 1/4" x 162.5 6 x, 1/4" x 60.0 11.3 10. 0.135 30.2 SIDEWALL CANOPY DETAIL PH 229--896-7569 SCALE: DATE: N.T.S. 11-1 -2015 FAX 229--896--7560 DRAWN BY: K.JOHNSON SALES: J. AAGANC Fm LIT P.O. BOX 207 BUILDING SIZE: S T R U C T U R E S ADSL GA 31620 40X64X14 SPLICE HOLT TABLE Mark Qty Top Bot Int Tye Dia Length SP -1 4 4 0 A325 0.750 3.00 OFLANGE BRACES- Both Sides(U.N.) FBxxA(1)m xx=length(in) A L2k/2X14G Gregory S. Barfield, P.E,' 11 P 2 ' Poad 12/16 WIND LOAD; (ULTIMATE)+ 126 MPH * +. ` 6'oil WIND IMPORTANCE FACTOR' 1 .�° ti F •:'r WIND IINGP RISKED TEG❑RY+ II too 19 S I, MIC USE GR�UPi I ENCLOSURE CLASSIFICATION, ENCLOSED STAT E r REVISION TITLE/LOCATION PLAN: JOB # 9696 -XS DESCRIPTION .... NfAL CHANGED WINDEXP FROM B` TO C KEEN'S PORTABLE BUILDINGS�F:��'� JACKSONVILLE, FL CROSS SECTION SHEET 10 of 11 349 Ne U)vls , Adel, GA 31620 y a P.E. # 54419 DESIGN CRITERIA 1 BUILDING CODE= FBC 14 LIVE LOAD TO FRAMES, 12 PSF LIVE LOAD TO PURLINSt 20 PSF s�+�kd1gtt� g SfQOW LOADL (GROUND) 0 PSF ,�e1 �Y • .• 8q 12/16 WIND LOAD; (ULTIMATE)+ 126 MPH * +. ` 6'oil WIND IMPORTANCE FACTOR' 1 .�° ti F •:'r WIND IINGP RISKED TEG❑RY+ II too 19 S I, MIC USE GR�UPi I ENCLOSURE CLASSIFICATION, ENCLOSED STAT E r REVISION TITLE/LOCATION PLAN: JOB # 9696 -XS DESCRIPTION .... NfAL CHANGED WINDEXP FROM B` TO C KEEN'S PORTABLE BUILDINGS�F:��'� JACKSONVILLE, FL CROSS SECTION SHEET 10 of 11 r END OF BUILDING�'�1p ENDWALL COLUMN GABLE RAKE ANGLE oENDWALL •12 S D. SCREW 6„�„ RAFTER ROOF PURLBd ENDWALL COLUMN GIRT ENDWALL ° By L25'S(TYP) PLAYED GIRT ENDWALL RAFTER O o O O BOLTS, S° ° B"�°�"a BY LSO° W R COLUMN O O SECTION 'A - A' ° ° O O p ENDVALL TALLATBIM PROCEiIl1RE o 0 0 RT WELDED PLATE arr THE BANDmG Ia RE6t1IttED LENGTHS TO STRETCH ENDWALL RAFTER o 0 0 0 0 o O FRDN SAVE Tfl RYOfI C 8 PIECES FOR EACH SECTIMD. ENDWALL=j BOLT, OS' ENDWALL COLUMN COLUMN ELDED O O O BY 3•(TYP) FASTEN THE EANDmG TO THE TIP AND BOTTOM PLATE BASE PLATECOLUMN, FLANGES OF THE POSSE PIBK.IN. - - xw TOP Am BOTTOM 3#aM AS CLOSE TOGETHER AS POSSIBLE SEE ERECTION DRAWINGS FOR BOLT SIZE. ENDWALL GIRTS _ ENDWALL PLAN ELEVATION BASE PLATE IF PRESENT 3 ENDWALL RAFTER TO COLUMN PLAN ELEVATION. � �r LL E. ATTACH THE BIImiNG AT THE EAVEPlRtlJN ON TOP AND BOTTOM F - - DRAWING BA IS TO BE INSTALLED AS TIGHT AS POSSE. FASTEN THE MGM 13M EACH ff THE FIRMS IN CG ENDWALL COLUMN TO. WALL GIRT.- BASE PLATE 70 ENDWALL RAFTER SPLICE THE RUN ON THE TOP Arm BOTTOM FLANGES CORNER COLUMN TO O D17 CORNER COLUMN TO WALL GIRT E3 BASE PLATE FOR ENDWALL COLUMN CROSS WINO 6 AT EAVE Arm MOE AS Mi M IN 1M:TAIL ABOVE 24 ENDWALL RAFTER COLUMN OR DOOR JAMB AT SURFACE CHANGE A7 ECTION THRU ENDWALL RAFTER � � � ES � t�J EAVE STRUF— CABLE GRIP on t b& e an�l "4x>f n) EAVE STRUTofsth�r $'a'e. 8 anc arsPn .% a #12 S, IL SCREW COLUMN ORBOLT, RAFTER WEB g12xi' s.d so ew BOLTS, OS' �p� COLUMN ANGLE WALL GIRT SHEET 0.5° x L5' DOOR JAMB CABLE HILLSIDE 6t o/c ) BASE ANGLE x YA' (TYP) PURL IN WASHER PLATE I: • e e WELDED FLAT • TO B WASHER BOLTS, DOOR JAMBlu p EYEBOLT0.50 xL25' NUTSLOT IN WEB TD INSERTEXTENSION OF O HILLSIDE WASHER TDP FLANGE AMB AND EYEBOLT J R CORNER SECTION ELEVATION WELDED PLATEDOOR HEADER / WALL GIRT WELDED B p'g EAVE STRUT T® CORNER COLUMN WALL GIRT SECTION ELEVATION BASE TRIM PLATE x 1'0��<TYP) • SECTION ELEVATION BOLTS, 0,50* 8Y LO' (TYP) EAVE STRUT TO RIGID FRAME DOOR HEADER TO DOOR JAMB Q2 DIAGONAL CABLE, EYEBOLT END BASE ANGLE W/ TRIM GZ ROOF PURLYN Ta INTERIOR FRAME RAFTER WALL GIRT TO FRAME COLUMN 114 COLUMN Q K3 WALL GIRT TO DOOR JAMB L8 DOOR JAMB TO WALL GIRT COLOR 4' 4• e CO \ 3 i/ 3 1/ 3' COLOR 3 5/16' 1 3/41 1 1/4' 51 �. OLOR- 3/4° VARI. VARIES 1V 1 u4' s 3/4' 111/16. 11 1 1/4' 1 1/ 1/2' COLOR 3/4 - 3' HEAD TRIM OUTSIDE CORNER TRIM BASE TRIM DOWNSPOUT (STRAIGHT) ER103 ER105 ELOS E117 DOWNSPOUT WITH '45 ELB13W DOWNSPOUT STRAP BATTENLOK HS, SUPERLOK, ULTRA-DEK & DO LE-LOK FLOATING PEAK BOX GUTTER STRAP E118 E122E300 E301 E306 3/4' S• 3/ i• 3/4• HEM 12 'R' or 'W' Endwalt Rafter 12 Y' 1• 3/4• ITCH DR DEGREE 1. Q3a 6 3/8' VARIES 4 1/21 ir HEM COLOR Z• 5 1/2•Endwalt Girt 3• 3/4' Bolted Clip SSR BOX RAKE TRIM SSR BOX GUTTER BOX GUTTER END CAP (LEFT OR RIGHT> EAVE/SOFFIT TRIM F E325 E326 E328 E142 �,/3 SECTION OF ENDWALL GIRT TO RAFTER X2 %�,3 XLI X6 I t.Q3.r 1. fB_, Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 P.E. # 54419 DESIGN CRITERIA BUILDING CODE, FBC 14 LIVE LOAD TO FRAMESi 12 PSF T1s . ares LIVE LOAD TO PURLINS: 20 PSF r. COLLATERAL LOAD, 3 PSF SNOW LOAD (GROUND), 0 PSF ��► C.,.•'. m WIND LOAD, (ULTIMATE)i 126 MPH �` +,.• ��C E •1%%1�s WIND IMPORTANCE FACTOR: 1 ®�' .` No 54419 • WIND IIEXPOSUREt TT C a NCL ICGUSER�UREG❑RYt t II , ENCLOSURE CLASSIFICATION ENCLOSED .� e SCALE DATE: TITLE/LOCATION PLAN: JOB 229-896-7569 N.T.S. 11-13-2015 REVISION 9696 -DP � e +� �•.••°�, FAX 229--896-7560 DRAWN BY: K.JOHNSON SALES: J.RAGLAND DATE DESCRIPTION _•_ `�'° TE P.O. BOX 207 BUILDING SIZE:V A KEENS PORTABLE BUILDINGS``' 1/12/16 CHANGED WIND EXP FROM B TO C ��,s I SfiitUC3URES ADEL GA 31620 40X64X14 JACKSONVILLE, FL DETAIL PAGE SHEET 1 1 of 11 _ _! T, 18'1 CP 2 STORY METAL BUILDING 18' CP 12 TREE BARRICADE 13' CP 32 CE 8' PINE 18" CP 15' CE ® 62 4' ELM 18' CI < (09 SEE SHEET L-3 FOR TREE 14' CE MITIGATION TABUL AT I ONS V 14', 16' CE (o S 22" PN 14' CE 28' M TREE TO SE REMOVED, T`I'P. TREE KEY 14' CE - 14' CEDAR t 1 EUTHENICS r LAND 22' PN - �A � S04333 1483 kal lmoremcomcast net N I' CH - 1' WILD CHERRY 00 rri 26"M - O Cz SEAL 13' CP - 13' CA55AGE PALM � LL �— 24' PI - O T, 18'1 CP 2 STORY METAL BUILDING 18' CP 12 TREE BARRICADE 13' CP 32 CE 8' PINE 18" CP 15' CE ® 62 4' ELM 18' CI < (09 SEE SHEET L-3 FOR TREE 14' CE MITIGATION TABUL AT I ONS V 14', 16' CE (o S 22" PN 14' CE 28' M TREE TO SE REMOVED, T`I'P. TREE KEY 14' CE - 14' CEDAR t 1 EUTHENICS c LAND 22' PN - �A � S04333 1483 kal lmoremcomcast net N I' CH - 1' WILD CHERRY rri 26"M - 28" MAPLE T, 18'1 CP 2 STORY METAL BUILDING 18' CP 12 TREE BARRICADE 13' CP 32 CE 8' PINE 18" CP 15' CE ® 62 4' ELM 18' CI < (09 SEE SHEET L-3 FOR TREE 14' CE MITIGATION TABUL AT I ONS V 14', 16' CE (o S 22" PN 14' CE 28' M TREE TO SE REMOVED, T`I'P. TREE KEY 14' CE - 14' CEDAR t 1 EUTHENICS STUD 10 LAND 22' PN - 22' PECAN (I S04333 1483 kal lmoremcomcast net FLORIDA REG. NO. 1160 GEORGIA REG. NO. 668 I' CH - 1' WILD CHERRY 4' • ' ,'� 26"M - 28" MAPLE SEAL 13' CP - 13' CA55AGE PALM LL �— 24' PI - 24' PINE 1.L C p 15' LLO - 15' LAUREL OAK l.L OL U 24'LO-24"LIVE OAK � ® O- Z I 1 Q N00 °29'03 "W 289.76' v s� /NN O 55 TREE BARRICADE 6 • 13, M 9S, 51 9" M ,1 24' PN ro 0 18° CP 8' TUPELO TREE BARRICADE �3 14' M 20' P 24' PI �3 12', 12' LO v SILT NCE AROUND PERIPHERY OF PROPERTY, TYP. 0 f gL , J 2 STORY METAL BUILDING SILT FENCE AROUND PERIPHERY OF PROPERTY, TYP. v X X ,, 1 AIL 16', 21 LO ri 1 � 0 14 13 CP 6' L 24' LO 23' LO a, CP 3 15' LO 1461, S 14' LLO if 1`1 14' P • 12 • ' CP () 3' PODOCARPUS 11 CH ►�� 18 04511 LO 52 10' LO 252'0 4a LLO 4S 22' CP �1 16CP 22 20' LLO 21 ' LLO 15?LLO 0 3ro" LO a PROPOSED RETENTION POND 18' LL 34 29' LLO 44 18' PI 24' PI 41 6' LLO 44 2 ' LO � X o CT► ® v 0 C 3 x cry a 31 ° a o. 15" CSm F 0 16 SP a ' 64. X X X X X X X X X X ® LLO ° N00 °29'03"W 297.78' 43 42 40 (o 9 CP 5' LLO 6' LLO 15, CP rn -� 4,y 2 4" x 24" 24 „ 4» � n FM FM FM X FM F (x'68 'Od `SZo y /I d 'O) 1 N3W3S d� '00, )( x X x x Agh EUTHENICS STUD 10 LAND ARCHITECTURE COMMUNITY PLANNING (I S04333 1483 kal lmoremcomcast net FLORIDA REG. NO. 1160 GEORGIA REG. NO. 668 4' • ' ,'� SEAL � X o CT► ® v 0 C 3 x cry a 31 ° a o. 15" CSm F 0 16 SP a ' 64. X X X X X X X X X X ® LLO ° N00 °29'03"W 297.78' 43 42 40 (o 9 CP 5' LLO 6' LLO 15, CP rn -� 4,y 2 4" x 24" 24 „ 4» � n FM FM FM X FM F (x'68 'Od `SZo y /I d 'O) 1 N3W3S d� '00, )( x X x x Agh EUTHENICS STUD 10 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN S04333 1483 kal lmoremcomcast net FLORIDA REG. NO. 1160 GEORGIA REG. NO. 668 SEAL LL �— U 1.L z Q � }O LU -1 l.L OL U U caz ® O- Z I Q SHEET TITLE TREE REMOVAL 4 MITIGATION FLAN DATE ISSUED JUNE 11, 2014 REVISIONS SCALE 111 10' NORTH SHEET OF 10 v' c Z .. • � 15" CP o 0o D _1 cn l00 00 00 0� 0 1 1 1 25 -LC 4 1 _ I 1 o �n �z D K -CS- 50 - 5f=i • 5' CE 4' CE 35->�lc IS -LC -3B-MG 27 -LJ - 4 -WR 14 0 + 2S -LJ 4 -WR CP 2 STORY METAL BUILDING 41 -VO COQUINA / CRUSHED CONCRETE VUA J C, -+J N00 °29'03 "W 289.76' REENHOUSE (63' x 108') 6800 SFt FFE = 9.50 O _ N00 °29'03"W 291.78' cn 24" ry c„ 24" X ��--- FM FM (f 69 *Dd `9z0y it d'o> 1N-3W3SV3 oz SOD L INE • 'UPELO 24' LO 23' LO 2 STORY METAL BUILDING X 16', 21' LO 12' 18' P LO ® 14' CP 16'LO 14' LLO 14'• C 15' LO ®; ® 14' LO 36' LO • 0 6.00 5AHIA 50D 13'LLO o SID PROPOSED POND 1-c1= COQUINA / CRUSHED CONCRETE VUA O0 1 -QV 6" LLO LO 1 -CP • 15" CP 0o 0 v 1-cP Q) . o 4" CE cn • X • X X X X I coo S, CPS' LLO W LLO , ,) )) 24 — ��---AFM 2 4 FM 2 4 F M nyw X X X v STUE)10 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN SO4 3331483 kellmorescomcastnei FLORIDA REG. NO. 1160 GEORGIA REG. NO. 668 \ SJ. SEAL ]z U Z Ql LL OL v vco LLI v LL � O �� _ Q SHEET TITLE PLANTING PLAN DATE ISSUED JUNE 11, 2014 REVISIONS SCALE 1 = 10' NORTH SHEET PROTECTION OF FREES DURING CONSTRICTiON All protected trees, preserved un lerstory vegetation, and trees retained for tree credit pursuant to Sec. 83.D.6b., shallbeprotected 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. TFie 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 aspaints, 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 ciracle with no trenching or cutting of any roots, and there shall be no storage of Till or compaction of soil. In no event shall motorized vehicles or equipment be allowed to park on or traverse that area within the drip line of protected trees, nor shall any dirt or other materials be stored within the barriers. D. No attachment, wires (other than protective guy wires), signs or permits shall be fastened to a tree. E. All clearing and grubbing within protected tree area will be done with hand tools only. F. All root systems outside the protective radius which occur in areas of proposed improvements shall be pruned by a qualified tree surgeon prior to excavation. G. Developers sha I I post signs governing tree removal. The sign "ll be not less than two (2) feet by two (2) feet in size and shall contain the following: PROTECTED TREES ALL TREES MARKED TO BE SAVED ARE PROTECTED BY CITY OF ATLANTIC BEACH LAND DEVELOPMENT CODE. ANY PERSON DAMAGING ANY MARKED TREES WILL BE SUBJECT UP TO A FINE OF UP TO *250.00 PER DAY AND A STOP WORK ORDER. H. Standards for protection of trees on disturbed sites are contained in the publication: Tree Protection Manual for 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 - 7 TREE 1"iXGATION CALCULATIONS TOTAL 1:1 LIVE aL4K INCHES REMOVED - 38' TOTAL i:1 LIVE OAW&INCHES PROTECTED - 138' TOTAL i:l LIVE OAK HES PLANTED - 24' TOTAL 3:114ARDWOOD TREE HES REMOVED - 318° TOTAL 3:1 TREE INCHES REQUI -106, TOTAL 3:1 TREE INCHES PROTECTE 318' TOTAL PALM INCHES REMOVED - 218' TOTAL PALM INCHES PROTECTED - 121' 0 TREE TO REMAIN X TREE TO BE REMOVED R ® PALM TO BE RELOCATED QTY. KEY COMMON NAME BOTANICAL NAME SiZE HEIGHT SPREAD REMARKS PROVIDE -• 3 QV LIVE OAK QUERCUS VIRGINiANA 4'-4 1/2' CAL. 14' - 16' 7'- V FULL, STRAIGHT, ATCHING 8 WR WASHINGTONIA PALM WASHINGTONIA R05USTA 14' CAL 26' OA 1' - 9' FULL, STRAIGHT, VO BOOTS 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 VIBURNUM VIBURNUM ODORATISSIUM 3 -GAL 24'- 30' 18' FULL 56 LJ GLOSSY L IGUSTRUM L IGUSTRUM JAPONICA 3 -GAL 24' i6 I FULL 86 BPJ BLUE PACIFIC JUNIPER JUNIPERUS CHINENSIS 'BLUE PACIFIC 3 -GAL 24'- 30' i8' FULL 70 MC MUHLY GRASS MUHLENBERGIA CAPILLARIS 1 -GAL 12' - 14' 8" FULL 43 LC YELLOW LANTANA LANTANA CAMARA 1 -GAL 8' - 10' 12' FULL -1,800 SF SOD BAHIA GRASS PASPALUM NOTATUM 16' x 24' FRE - VEGETATIVE HEAD, 1' - 8' 4 CANES, 5' CLEAR TRUNK SAUCER FOR WATERING, PLY ,INESTRAW MULCH rX, TAMP AND WATER 1°°iUL- T i - T K TREE PL- iNC� DTAiL. REMOVE ALL C TRUCTION DEBRIS FROM PL T BED PROVIDE POSITIVE RAINAGE CE ACTED PLANT MIX NTS PINESTRAW MACH m A, PLANT AT LEVEL G /\� . � .�rJ y0� .��.`��, - . ./may/ SPECIFIED PLANTMIX IN O 'NX ROTO -TILLED INTO SOIL EXISTING TOPSOIL- OF -• . - - -OD • NTS CENTRAL LEADER FULL CANOPY WITH STRAIGHT TRUNK / 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/ 1 X 4 RA iL ING, AS SHOWN 15 NOTE- IMCUPW RAI01tICADW AIS TO MUIN WAM TWIWU3W= CeaW14J 104 EX15TiNG TREE PROTECTION 5ARRiCADE NTS TIE FRONDS VERTICALLY, REMOVE FRUIT PODS REMOVE 1/2 FRONDS, GLEAN -UP FROND BASES CABBAGE PALMS UNDER 16' CT UNIFORMLY CLEANED -UP BOOT SCARS DO NOT NEED CABLING OR STAYS ON TRUNK (3) 3/8' 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 .3. b 1 BACKFILL MIX AS SPECIFIED. TAMP AND WATER INTO PLACE SET ROOTBALL ON UNDISTURBED SOIL. TRACTOR TO BE AWARE MIN. 30' ROOTBALL DIAMETER. OF SSIBLE UTILITIES IN AREA CALL OR LOCATES BEFORE DIGGING PALM ANTiNG DETAIL CONTRACTOR TO BE AWARE OF POSSIBLE UTILITIES IN AREA NTS CALL FOR LOCATES BEFORE DIGGING TREE PL.ANTiNG DETAIL. x W NTS _-aoo EUTHENiC5 STIED 10 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 904 246 6219 904 241 8382 fax kel lmoreecomcast.net FLORIDA REG. NO. 1160 GEORGIA REG. NO. 668 e SEAL � U 1.0-1 Q Z ®n Z O � � SHEET TITLE PLANTING DETAILS TREE MITIGATiON TABLES DATE ISSUED JUNE 11, 2014 REVISIONS SCALE 1" = 20' NORTH SHEET L 3 0 3 REMO . - • `► . . - - • • ♦ - PROVIDE -• Aj YY Y j , CONTRACTOR TO BE AWARE OF POSSIBLE UTILITIES IN AREA NTS CALL FOR LOCATES BEFORE DIGGING TREE PL.ANTiNG DETAIL. x W NTS _-aoo EUTHENiC5 STIED 10 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 904 246 6219 904 241 8382 fax kel lmoreecomcast.net FLORIDA REG. NO. 1160 GEORGIA REG. NO. 668 e SEAL � U 1.0-1 Q Z ®n Z O � � SHEET TITLE PLANTING DETAILS TREE MITIGATiON TABLES DATE ISSUED JUNE 11, 2014 REVISIONS SCALE 1" = 20' NORTH SHEET L 3 0 3