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DRAWINGSLEGEND RIGHT-OF-WAY LINE OR ARTY LINE — — — — EXISTING PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED PAVEMENT PROPOSED STORM SEWER Co' CONCRETE SLAB PROPOSED PERFORATED C.M.P. W/DRAINMELP 4- CONCRETE SIDEWALK .00 PROPOSED GRADE EXIST. ASPHALT/CONCRETE TO ME REMOVED zoo EXISTING GRADE CAP, COMATE ALUMINUM PIM DIRECTION OF DRAINAGE FLOW C.M.P. CORF&IGATE METAL PIPE PROPOSED CATCH SASIN OR INLET R.G.P. REINFORCED CONCRETE PIPE L.W.D.D. LATERAL 24 E] EXISTING CATCH 5ASiN OR INLET RAI.. PAN WATER LEER 0 EXISTING STORM MANHOLE (T) THERMOPLASTIC, REFLECTORIZED, (RI -1) STOP SIGN SHALL M HIGH INTENSITY PROPOSED oPosep sTow mANwoLr= 1IMPLECTORIZED MATERIAL PROPOSED TYPE T' CURB 4 GUTTER ALL MAINTENANCE OF TRAFFIC SHALL EXISTING TYPE T-' CURB 4 GUTTER CAONPORM TO FD.O.T. STANDARD INDEX No. 60o. EXISTING UTILITY POLE HANDICAP SPACE SHALL NOT EXCEED 2% SLOPE EXIST. HEAD WALL ... . ...... .... . ...... ---- - ---- - .... . ....... -- — - . ... . ....... . ....... . ....... EX15T. 12' DRAINAGE EASEMENT CAP EXIST. 41 LF ]a E EXIST. (o' C,5-5� WALL XIST. C5 1.14% SLOPE CONC. WHEEL 5TOP5 (o PVC RWL (o PVC RWL IN (T"'fF.) 11 AS 5HOLL SA Q]/a`/FT. SLOPE 51/a"/FT, SLOPE EXIST. . ........... ..... .. ..... .... ...... ... . ..... .......... . ............ ....... ...... ............... .... ......... w. ............ ......... ......... ... ...... . . ...... .............. ............ 51= ------ --------------- .............. ASPHALT .............. ........ ................. ........................ ............ ............... . . . . . . . . .. J777 F77, ................. , , i, . , ".1 , � i "I", - i A ............. 'K z " i ............ .... .. . .... ....... ....... PAVEMENT Tz: 7 Z� I _X CORE EX15T. C5 RIM EL, 15.15 IV INV. EL. (t_55 15.1 X15TIN INV, EL. cJ,50(N) 14., E v G �: (,: ONE 5TOR'r C.5.5, <3 . COMMERCIAL 5UILDING 1, 15 15. 37 5 15. 96 F N. FLIC� 23 ". �(o E: 16.90 G. EXIST. ASPHALT PAVEMENT 40 ONt VA�-L r, 4. 14 - `___.._15, 6 (ENCROACHMENT) I - N -14.9 ........ ... __ z ................ ............ ....... 0 PVC RWL 5, ( SLOPE it Sd ......X 75.50EX15T. C5• Ia5) s. .. ..........M. 13.63 ..... .. ... e,7 E `44 A XIST. 10 LF 15 c ,•. �\ a CTE 2, R L& 0.005lo' 5LOPE M� 13 14:35'; Y CONC. FLUME A EXIST. C5 - 1 \ EX[5T.- C5 1.5' CAP,W/22�5 LF - 15T.', 3 a RIM = 1233 EX LF R I .-12135-- OF EX IL, TRENCH. eOOr� M'. EL INV. EL.- 9.15(5) 1'4.' 15' I Z- . I I I . . . I I . I . I , I—- 7 :`/u I N Y eoll, nki0 5�� ............ - ------- 7 ......... ........... I . . ........... ..... ... -- — --- - - --------- . ........ . ..... ...... .......... I J. 'o 90, J Mv ... ------------- 1� ♦ N� X_2� YNX X4 .............. . ............ M ------------- EX15T. CONC. FLUME 6 0.00!0 SLOPE . ...... . ...... .............. .. ........ ........ ............... . ..... ...... (f) � LI) PAVING + DRAINAGE PLAN 0 4 6 12 16 20 40 60 SCALE_ IN FEET I' = 20'-0" '00 EXIST. 5U5 SHELTER ............. ...... . . . . . . . . . . . . . ........ ... ... ........ 7 .............. ..... ....... EXIST. ......... ........ ......... ........ ....... .......... ............ ............... ............... .. .. ..... ...... ..... _....«........ Xf5-T. WDrr�rED---5LLJAt:E - - «_------. ............... ............... ............... ...... TO REMAIN 5IlDZWALK_ EXIST. T"rPE CETT G�TTFFZ EXIST- TEL. LINE OVER SWALE -........•.•.. ..X4&T. TBL. -� .............. ............... ............... .-,«---...w UNDER 61DEW)4L< FOR EX15TING ................................................................................ A �H- -A-L-T ------ EX15T. CONC. [:)Ul'wlP5TER ENCL05U A ... ....... ....... ..... ............... ............ .............. Ll W CUT 5PPALT... GE MATCH EXIST, . ............... \,rax "" ~~ a o EXISTING ASPHALT ............. ............ PAVEMENT . . ............. EX15T EXIST. 10 U.E. TO FLO GAS (o.R.17= (O,R,5, X623, PG. 1024) (O.R.E ... . ...... ....... ....... ............. ....... _�_".1&11 ............. ............... EX15TING ON T`PE [I D 11 CUR15 . . .............. ......... zrr� ....... ........ ........ M . . ........ ......... ..... .. ....... A I 77 X15T. A5PH. GRADE . ....... .......-------- ------ - - ... .... ------ . . .......... .... ........... ........... . . . .......... _ ............ . .............. REMOvi=EXIST. CUR 5 SAW C 51~'HALT EDGE MATCH E 15T. GRADE ------------ 51. 12 ....... ID.....I . ...... I 5ENEN1 . . ............... ..... .. ............... .. . ....... ............... ............... ..............n ........... ... ............... .............. ... ........... ............... ............... .............. ............. . ............... ........ PROP� L IGHT5 . .. ............... ................ ...... .... F. X15T. ...T.'r- f RE21 F _11 . . .. ............... ............... ............... ............. <�= CUR5 4 GUTTER �= .............. I ............... TRA(77-4-- — .. .............. * ............... .............. .......... WIDE R/W DEDICATION ......-------------- ----------- fi ------------ ............. ........ ......... ........................ ...... .... ......... PAVEMENT ------------------- EXIST. T*rPE "D11 CU5R5=_'� ............ ........... . .. ............... ............... ......................................................................... CAMERO + AWOPATES, Wc. CIVIL Er4GINEEMS v PLANNERS ............... .............. ............... ............... ........... -CNAPIERO *-AG9MlATE$;-Mw- NPAMMM15 JOFUE L. GAMERP, PS. F.A. MS. NO.3294:5 14" OU both tSRR OWTEE2 "AN, FL 3336 (3m) f__Joe :: AX (3905)63 -ate > I ...... ............ . . . . ............. . ............... ............... ............ AA 26002045 Issue: Date: ERO, PE REG.`I iO. 32545 AA 26002045 Issue: Date: 0 LL_ m 0 4a �l 0 ® ui Ld (n Li ct Lij ro0 > cc m <1y W Ln 0 0 - - 0 Q> (D R R," 6 C C -A D 0 0 < z ov ry(p 0 CD z r- Li rl r� T_ c\j N U) 0 0 < N c\j 3: iL LL 7r Li LLI UJ (Do < Lq L0 M U_ CL LL c/) ry Lo Z 0 ry < J < C) (L U_ 0 LL_ m 0 4a �l 0 ® ui Ld (n Li ct Lij ro0 > cc m <1y W Ln 0 0 - - 0 Q> (D R R," 6 C C -A D 0 A", NOTES.\\�_\\ ' i :;�,♦.:♦..��i��♦♦� tNGLUDIWs CALCULATIONS, IN ACCORDANCE WITH 2010 LM ♦ \ Y t. FULL ORAINAtsf PLANS, CHAPTER 4, ARTICLE VIII, SECTION 3& WILL PE REQUIRED AT TIME OF PERMITTING. 2. DU"1PSTER r$WALL PROVIDE A MINIMU l 15ACKING CLEARANCE OF 60 FEET � SOLID WASTE TRCKS AND $ALL ALSO MEET THE 2010 LOR, CHAPTER 4, ARTICLE VI, SECTION 3.E AND SECTION 4.C, IN ACCORDANCE WITH THE EWxIEERW4 DIVISION STANDARD DRAWIN3 G.4. 3. PRIOR TO PERMIT APPLICATION, CONTACT THE PUBLIC WORKS DEPARTMENT (561-'t42-6200) DURING T CONStR1GTION PHASE PER THE CODE, I. JLr_ 01-11-13 REV. PER REVIEW COMM. REGARDING THE REMOVAL OF REFUSE DUR HE \ SECTION 10-2610sl RW SUBJECT PROPERTY �y , M. 071 z LOCATION SKETCH LEGAL DESCRIPTION:LLJ { TRACT �, CROSS CREEK CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 50, PAGE 121, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. L.W.D.D. LATERAL 24 CANAL EXIST. HEAD WALL _ _ EDGE OF WATER �a�..,.... . . .. � � ................. - ............. .. . . . • •--------._.. __-____ � « � m 1� v Z. II " ..... EXIST. 12' OR4rNAGE EASEMENT ET IP) CONC. A/C PAD —EXIST. �—` EXIST. 41 LF 18' GAP �EXr$t. 30' L,diCE WORTH DRAMAGE DISTRICT E1�tii>=HENT E�XIST. 01431' EXIST. CONC, EXIST. CONC. A/C PAD EXIST. C5 11 ' ' II�"e 1.14% SLOPE EXIST. b' GBS. WALL EXIST. LONG. � INY. (TYP) ENCL EXIST. 10 U.E. TO FLO GAS EXIST.- r,�053, PEG 465) 1025 CS) Dt1MPSTER EXIST. b' Gi3S WALL ` y �`II 6' PVC I" 6' PVC RWL CONC, WHEEL STOPS DUMPSTER (ORB. 5623, PG.1824) CO.RB. 5053, PG 460) NC!_OSU♦ : _, �._ ,... II aV8 /FT. SLOPE ell8 . 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BOY- NTON BEACH BOULEVARD S.R. 804) PAVING + DRAINAGE PLAN 0 8 16 24 .32 40 80 120 SCALE /N FEET f' -i 40=O_ LEGEND — — _ — EXISTING PAVEMENT PROPOSED PAVEMENT PROPOSED STORM SEWER PROPOSED PERFORATED C.M.P. WIDRAINFIELD PROPOSED GRADE 7 OO EXISTING GIRAVE --�— DIRECTION OF DRAINAGE FLOW PROPOSED CATCH BASIN OR INLET EXISTING CATCH BASIN OR INLET 0 EXISTING STORM MANHOLE PRopoerSD STORM MANHOLE PROPOSED TYPE 'F' Ca.m 4 GUTTER _ _ = EXISTING TYPE '7=' CURB 4 GUTTER --(�-- EXISTIWa UTILITY POLE — — — — RIGS 4T -CF -WAY LINE OR PROPERTY LINE PROPOSED ASPHALT PAYEMENt 6' CONCRETE SLAB 4' CONCRETE SIDEWALK _ EXIST. ,LT/CONCRETE TO 5E REMOVED C.A.P. GOISATE ALUMINUM PIPE CM.P. CORI'nATE METAL PIPE RCP. REINFORGEO CONORM PIPE RwL. RAIN WATER LEADER (T) THERMOPLASTIC, REFLECTORIZED (Pi -1) STOP SIGN SHALL BE HIGH INTENSITY REFLECTORIZED MATERIAL ALL MAINTENANCE OF TRAFFIC SHALL CONFORM TO FDD.T STANDARD INDEX NO. 600. HANOtCAP SPACE SHALL 140T EXCEED 2% SLOPE DATUM: ELEVATION$ SHOWN HEREON AM RELATIVE TO NG.VD. 1329 AND ARE BASED ON THE PALM BEACH COUNTY ENGINEERING BENCHMARIG 8-21 RESET, ELEVATION = t8:61 PER SCOTT A. GUZZI 4 ASSOCIATES, INC. LAND SURVEYOR W Q Q U Q Q J z a J W rr 7 c 0 . , �� m MG Kig GAMED + ASSOCIATES, INC. CIVIL ENGINEERS PLANNERS CAMERO 4 ASSOCIATES, INC. E13 NO. 0004215 JORGE L. CAMERA, P.E. FLA. REG. NO. 32545 1400 SW. Wth TESKATE 204 MIAMI, FL 33W (305) 665-1602 PAX (305) "S-64M Q C-1 w — — — — RIGS 4T -CF -WAY LINE OR PROPERTY LINE PROPOSED ASPHALT PAYEMENt 6' CONCRETE SLAB 4' CONCRETE SIDEWALK _ EXIST. ,LT/CONCRETE TO 5E REMOVED C.A.P. GOISATE ALUMINUM PIPE CM.P. CORI'nATE METAL PIPE RCP. REINFORGEO CONORM PIPE RwL. RAIN WATER LEADER (T) THERMOPLASTIC, REFLECTORIZED (Pi -1) STOP SIGN SHALL BE HIGH INTENSITY REFLECTORIZED MATERIAL ALL MAINTENANCE OF TRAFFIC SHALL CONFORM TO FDD.T STANDARD INDEX NO. 600. HANOtCAP SPACE SHALL 140T EXCEED 2% SLOPE DATUM: ELEVATION$ SHOWN HEREON AM RELATIVE TO NG.VD. 1329 AND ARE BASED ON THE PALM BEACH COUNTY ENGINEERING BENCHMARIG 8-21 RESET, ELEVATION = t8:61 PER SCOTT A. GUZZI 4 ASSOCIATES, INC. LAND SURVEYOR W Q Q U Q Q J z a J W rr 7 c 0 . , �� m MG Kig GAMED + ASSOCIATES, INC. CIVIL ENGINEERS PLANNERS CAMERO 4 ASSOCIATES, INC. E13 NO. 0004215 JORGE L. CAMERA, P.E. FLA. REG. NO. 32545 1400 SW. Wth TESKATE 204 MIAMI, FL 33W (305) 665-1602 PAX (305) "S-64M Q C-1 w ALL MAINTENANCE OF TRAFFIC SHALL CONFORM TO FDD.T STANDARD INDEX NO. 600. HANOtCAP SPACE SHALL 140T EXCEED 2% SLOPE DATUM: ELEVATION$ SHOWN HEREON AM RELATIVE TO NG.VD. 1329 AND ARE BASED ON THE PALM BEACH COUNTY ENGINEERING BENCHMARIG 8-21 RESET, ELEVATION = t8:61 PER SCOTT A. GUZZI 4 ASSOCIATES, INC. LAND SURVEYOR W Q Q U Q Q J z a J W rr 7 c 0 . , �� m MG Kig GAMED + ASSOCIATES, INC. CIVIL ENGINEERS PLANNERS CAMERO 4 ASSOCIATES, INC. E13 NO. 0004215 JORGE L. CAMERA, P.E. FLA. REG. NO. 32545 1400 SW. Wth TESKATE 204 MIAMI, FL 33W (305) 665-1602 PAX (305) "S-64M Q C-1 w GAMED + ASSOCIATES, INC. CIVIL ENGINEERS PLANNERS CAMERO 4 ASSOCIATES, INC. E13 NO. 0004215 JORGE L. CAMERA, P.E. FLA. REG. NO. 32545 1400 SW. Wth TESKATE 204 MIAMI, FL 33W (305) 665-1602 PAX (305) "S-64M Q C-1 w C-1 w Z 2 R t'mm J VERIFY WALL POSTS AND - CUT OUTS WITH TENANT EXHAUST HOOD- SE SHOP DRAWINGS SIGNED AND SEALED BY FLA. STATE REGIESTERED ENGINEER R In R 67s-8' 46'-11 3/8' 3'-4' 3'-8' B'-8' 3'-B' 3'-4' 21'-0' _F: - _ COOLER SEE SHOP DRAWINGS SIGNED AND SEALED BY FLA. ENGR. Y T m TOTAL TRAVEL DIST.= 68'-6" ISI 13'-1' R V 10'-2 '-3- 1 7- '- m I �^ � 0 I i I t I L_-- J GAS TANK LESS �1 --- WATER HEATER R I m NT i I 1 K EE m 4'-0' .� 38" X 44" CONC. PAD K CLA S FIRE EXTINQ . ll( -H=O WITH 36" GUARD RAILA2 to m 2'-7 ELECTRICAL METER BEHIND LANDSCAPING -v 1'-10' 5'-0' 42' GRAB BAR - SEE SCHEDULE "co 36- GRAB BAR - SEE SCHEDULE 30' X 48' REQUIRED CLEAR SPACE FOR WHEELCHAIR 30- X 48' REQUIRED CLEAR SPACE FOR SINK 48' X 56' REQUIRED CLEAR SPACE FOR TOILET 5'-0' TURN AROUND RADIUS RESTROOM PLAN AICD ELEVATIONS 3'-0' 4'-8' CLEAR 20'-8 5/8' 9'-4- I � II I I I ---------- FIRE ---------FIRE - EXTINGUISHE 1 - 5 - EXIT I1 I I I 1'-4' 5'-0' 11'-2' I --------------------------------------------------------------J ALUMINUM STOREFRONT 3' WIDE DBL. 47'-4' DOORS WITH CLOSERS Q 67-8' PROVIDE A MAXIMUM CAPACITY SIGN STATING MAX. OF 55 PERSONS IN ACCORDANCE WITH THE 7 2812 EDITION OF NFPA 101 12.7.9.3 0 Nolopma ammlim bd 3O 3 18 H� A N EXIT - 0'1 1 so n Al".. A E 111 ■ in e � m Lill BEHIND LANDSCAPING -v 1'-10' 5'-0' 42' GRAB BAR - SEE SCHEDULE "co 36- GRAB BAR - SEE SCHEDULE 30' X 48' REQUIRED CLEAR SPACE FOR WHEELCHAIR 30- X 48' REQUIRED CLEAR SPACE FOR SINK 48' X 56' REQUIRED CLEAR SPACE FOR TOILET 5'-0' TURN AROUND RADIUS RESTROOM PLAN AICD ELEVATIONS 3'-0' 4'-8' CLEAR 20'-8 5/8' 9'-4- I � II I I I ---------- FIRE ---------FIRE - EXTINGUISHE 1 - 5 - EXIT I1 I I I 1'-4' 5'-0' 11'-2' I --------------------------------------------------------------J ALUMINUM STOREFRONT 3' WIDE DBL. 47'-4' DOORS WITH CLOSERS Q 67-8' PROVIDE A MAXIMUM CAPACITY SIGN STATING MAX. OF 55 PERSONS IN ACCORDANCE WITH THE 7 2812 EDITION OF NFPA 101 12.7.9.3 0 Nolopma ammlim bd 3O 3 18 H� A N EXIT - 0'1 1 so n Al".. A E 111 ■ 3'-4' in e � m 3'-4' OLD BOYNTON ROAD BOYNTON BEACH IBOULEVARD LEGEND: 0 MANHOLE (SANITARY) O MANHOLE (STORM) ® CATCH BASIN 0 ELECTRIC SERVICE IN TELEPHONE JUNCTION BOX ❑ WATER METER 0 CABLE TV BOX UTILITY POLE m v~i z m c N87043148"E LOCATION SKETCH ------------------------------ HEAD WALL 1081.oZ ---------------------------------------------------------------------------------- NOT TO SCALE) SET I/R&C.--\ 4.00'S. 7 ABBREVIATIONS: A/C - AIR CONDITIONER PAD ADJ. - ADJACENT BFP - BACK FLOW PREVENTOR B.C.R. - BROWARD COUNTY RECORDS B.M. - BENCHMARK (C) - CALCULATED CB - CATCH BASIN CLF - CHAIN LINK FENCE CONC. - CONCRETE C.B.S. - CONCRETE BLOCK STRUCTURE D - DELTA ANGLE D.C.R. - DADE COUNTY RECORDS DDCV - DOUBLE DETECTOR CHECK VALVE D.E. - DRAINAGE EASEMENT E.O.W. - EDGE OF WATER EL. - EEVATION F.F. - FINISHED FLOOR F.P.L. - FLORIDA POWER & LIGHT CO. FD. - FOUND GAR. - GARAGE INV. - INVERT IP - IRON PIPE IR - IRON ROD RC -IRON ROD & CAP LENGTH - ARC ME - LAKE LMAINTENANCE EASEMENT LB - LICENCED BUSINESS (LD) - LEGAL DESCRIPTION (M) - MEASURED M.H. - MANHOLE MISC. - MISCELANEOUS N/D - NAIL AND DISK N/T - NAIL AND TAB NGVD - NATIONAL GEODETIC VERTICAL DATUM,, N/A - NON -APPLICABLE NAVD - NORTTH H AMERICAN VERTICAL DATUM N.T.S. - NOT TO SCALE O/S - OFFSET OH - OVERHEAD WIRES O.R.B. - OFFICIAL RECORD BOOK P.B.C.R. - PALM BEACH COUNTY RECORDS P C.P. - PERMANENT CONTROL POINT P.R.M. - PERMANENT REFERENCE MONUMENT (P) - PLAT P.B. - PLAT BOOK P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT PC - POINT OF CURVATURE PRC - POINT OF REVERSE CURVE PT - POINT OF TANGENCY P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER PROP. - PROPOSED P.B.C.R. - PALM BEACH COUNTY RECORDS R/W - RIGGHITSOF WAY SECT. - SECTION SF - SQUARE FEET SR - STATE ROAD T.O.B. - TOP OF BANK T.O.P. - TOP OF PIPE TYPICAL - TYPICAL U.E. - UTILITY EASEMENT U.P. - UTILITY POLE LEGAL DESCRIPTION* TRACT B, CROSS CREEK CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 57, PAGE 127, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. L.W.D.D. LATERAL 24 CANAL Eocr or WATER �-- EASEMENT TO LAKE WORTH DRAINAGE DISTRICT CONTROL n M oO.R.B. 5053, PG. 465) STRUCTURE 111)cfl 10 U E TO ClFLO GAS RIM- 15.75 co (BENCHMARK) W C.B.S. WALL Lo (O.R.B. 5623, PG. 1824) - -I- TOP WEIR- 14.50 - - - - - - - - - - - - - - - - - - - ASPHALT PAVEMENT ---I-------- ----- /587 ~ ( ASPHALT II 1 15" TREE w ( PAVEMENT359.8 1 I ' W II 58.2' I I EXISTING ONE STORY C.B.S. I w I 16.25' 20.80- 0' 0033' I I ; ONE STORY C.B.S. COMMERCIAL BUILDING ( Z I � 7 3.33, 3.331 3 30; �98st� I I COMMERCIAL BUILDING . 3.33 0.33 ZONE A7 tBFE=12> 0.33' 0.331 0.33' I j - -- J--- 12) ---------------------------------- ZONE= - tBFE=---- ----- UNDER CONSTRUCTION 2.92' ------'-------------------- - py ( � I - ZONE B 3.33' ONE STORY C.B.S. 2.92; � j ,� BUILDING HEIGHT- 15.8 ASPHALT PAVEMENT (ENCROACHMENT) I I 0.33' COMMERCIAL BUILDING o 333 04 1 1 I 112" TREE N 3 33' ELEVa16.00 3.25' I 1 � 18F.F.-16.0 S.F. 043 3.33' (N.G.V.D.) 325 44.08' 0.33' L 1 1 00 0 12.2' I j 58.3' r 20.33' �* I I 1 911 TREE I _ _ - I 181, PALM 2411 PALM I L� O. RIM- 13.63 I ` 50.4' IM3 ml RIM- 13.03\�S9 PAVER WALKWAY \ \ \ I 19" TREE E 11 \ i5 15 OAK \ \ ( \ \ \ N N \ \ \ 00 ASPHALT Lr) J \ PAVEMENTSANITARY I \ \ 0 MANHOLE SEWER \ %� --`- ---------'------------- RIM= 15.02 (BENCHMARK) UTILITY EASEMENT o x \ UTILITY EASEMENT N ro �yo"� (o 1�a6 / // \ ®RIM- 12'87- 12' DRAINAGE EASEMENT 10 OAK � - I ( 3 SPACES � C7` - - 11 SPACES - BUS SHELTER lb - - - �- - - 8" TREE I - FD P.R.M.0__ ----------- g0 L -------- --------------------------------------------- -�----- -- CONC. WALK \� SV / o54f 09 `a'S \-TYPE "F" \off\\- 108/e0 CURB &GUTTER TRACT A 7' WIDE R/W DEDICATION (P.B. 57, PG. 127, P.B.C.R.) ASPHALT PAVEMENT R� NOTES: � 1. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS SEALED BY THE SIGNING SURVEYOR. 2. THIS DRAWING IS THE PROPERTY OF SCOTT A. GUZZI & ASSOCIATES, INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF SCOTT A. GUZZI & ASSOCIATES, INC. 3. THE UNDERSIGNED HAS REVIEWED ATTORNEYS' TITLE INSURANCE FUND, INC. FILE NO. 06-824.051, DATED 6-9-06, FOR RIGHTS-OF-WAY, EASEMENTS, OR OTHER SIMILAR MATTERS OF RECORD. 4. LEGAL DESCRIPTION PER ABOVE REFERENCED TITLE COMMITMENT. ALL EASEMENTS PER RECORD PLAT UNLESS OTHERWISE NOTED. 5. THIS SURVEY DOES NOT PURPORT TO IDENTIFY IMPROVEMENTS BELOW GRADE, IF ANY, EXCEPT AS SPECIFICALLY NOTED HEREON. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO BOUNDARY LINES UNLESS NOTED OTHERWISE. 7. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH BOUNDARY LINE OF TRACT B, OF THE PLAT ENTTITLED, "CROSS CREEK CENTRE", PLAT BOOK 57, PG. 127, PALM BEACH COUNTY RECORDS. (BEARING S87- 54'00"W) 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO N.G.V.D. 1929 AND ARE BASED ON THE PALM BEACH COUNTY ENGINEERING BENCHMARK B-21 RESET, ELEVATION - 18.61 9. FLOOD ELEVATION INFORMATION: COMMUNITY NO. - 120196 PANEL NO.- 0005 LOWEST FLOOR ELEVATION - 16.0 DATE OF FIRM - 9-30-82 SUFFIX - C LOWEST ADJACENT GRADE - 15.7 FIRM ZONE - A7 BASE FLOOD ELEVATION - 12 DIAGRAM NO. - 1B 10. PROPERTY ADDRESS* W_ BOYNTON BEACH BOULEVARD, BOYNTON BEACH, FLORIDA 11. CONTAINING 197,820 SQUARE FEET, 4.54 ACRES MORE OR LESS 12. CERTIFIED TO* CROSS CREEK BOYNTON, LLC TYPE "D" BOYNTON BEACH BOULEVARD (SoRo 804) BOUNDARY SURVEY rFIE-IN) SCALE: IN=_Pr_f SURVEYOR'S Cf RTIFICATION: I HEREBY CEFY A THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS R YS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CT 0 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE TO THE BEST OF MY NO GE AND BELIEF. SCOTT WUGUZZI, PSM PROF SSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NUMBER 5108 - 3-28-16 DATE OF LAST FIELD WORK ♦ U 0 SET e" IR & CAP (LB 6893) Z Q NAIL & TAB z C) %.I PCP ISI ♦ co @ PRM N + ELEVATION o FIRE HYDRANT o z Al la vv Q CENTERLINE `D o Q) QLli m -r -¢ LIGHT POLES cn (n -p�ON V 0 MANHOLE (SANITARY) O MANHOLE (STORM) ® CATCH BASIN 0 ELECTRIC SERVICE IN TELEPHONE JUNCTION BOX ❑ WATER METER 0 CABLE TV BOX UTILITY POLE m v~i z m c N87043148"E LOCATION SKETCH ------------------------------ HEAD WALL 1081.oZ ---------------------------------------------------------------------------------- NOT TO SCALE) SET I/R&C.--\ 4.00'S. 7 ABBREVIATIONS: A/C - AIR CONDITIONER PAD ADJ. - ADJACENT BFP - BACK FLOW PREVENTOR B.C.R. - BROWARD COUNTY RECORDS B.M. - BENCHMARK (C) - CALCULATED CB - CATCH BASIN CLF - CHAIN LINK FENCE CONC. - CONCRETE C.B.S. - CONCRETE BLOCK STRUCTURE D - DELTA ANGLE D.C.R. - DADE COUNTY RECORDS DDCV - DOUBLE DETECTOR CHECK VALVE D.E. - DRAINAGE EASEMENT E.O.W. - EDGE OF WATER EL. - EEVATION F.F. - FINISHED FLOOR F.P.L. - FLORIDA POWER & LIGHT CO. FD. - FOUND GAR. - GARAGE INV. - INVERT IP - IRON PIPE IR - IRON ROD RC -IRON ROD & CAP LENGTH - ARC ME - LAKE LMAINTENANCE EASEMENT LB - LICENCED BUSINESS (LD) - LEGAL DESCRIPTION (M) - MEASURED M.H. - MANHOLE MISC. - MISCELANEOUS N/D - NAIL AND DISK N/T - NAIL AND TAB NGVD - NATIONAL GEODETIC VERTICAL DATUM,, N/A - NON -APPLICABLE NAVD - NORTTH H AMERICAN VERTICAL DATUM N.T.S. - NOT TO SCALE O/S - OFFSET OH - OVERHEAD WIRES O.R.B. - OFFICIAL RECORD BOOK P.B.C.R. - PALM BEACH COUNTY RECORDS P C.P. - PERMANENT CONTROL POINT P.R.M. - PERMANENT REFERENCE MONUMENT (P) - PLAT P.B. - PLAT BOOK P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT PC - POINT OF CURVATURE PRC - POINT OF REVERSE CURVE PT - POINT OF TANGENCY P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER PROP. - PROPOSED P.B.C.R. - PALM BEACH COUNTY RECORDS R/W - RIGGHITSOF WAY SECT. - SECTION SF - SQUARE FEET SR - STATE ROAD T.O.B. - TOP OF BANK T.O.P. - TOP OF PIPE TYPICAL - TYPICAL U.E. - UTILITY EASEMENT U.P. - UTILITY POLE LEGAL DESCRIPTION* TRACT B, CROSS CREEK CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 57, PAGE 127, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. L.W.D.D. LATERAL 24 CANAL Eocr or WATER �-- EASEMENT TO LAKE WORTH DRAINAGE DISTRICT CONTROL n M oO.R.B. 5053, PG. 465) STRUCTURE 111)cfl 10 U E TO ClFLO GAS RIM- 15.75 co (BENCHMARK) W C.B.S. WALL Lo (O.R.B. 5623, PG. 1824) - -I- TOP WEIR- 14.50 - - - - - - - - - - - - - - - - - - - ASPHALT PAVEMENT ---I-------- ----- /587 ~ ( ASPHALT II 1 15" TREE w ( PAVEMENT359.8 1 I ' W II 58.2' I I EXISTING ONE STORY C.B.S. I w I 16.25' 20.80- 0' 0033' I I ; ONE STORY C.B.S. COMMERCIAL BUILDING ( Z I � 7 3.33, 3.331 3 30; �98st� I I COMMERCIAL BUILDING . 3.33 0.33 ZONE A7 tBFE=12> 0.33' 0.331 0.33' I j - -- J--- 12) ---------------------------------- ZONE= - tBFE=---- ----- UNDER CONSTRUCTION 2.92' ------'-------------------- - py ( � I - ZONE B 3.33' ONE STORY C.B.S. 2.92; � j ,� BUILDING HEIGHT- 15.8 ASPHALT PAVEMENT (ENCROACHMENT) I I 0.33' COMMERCIAL BUILDING o 333 04 1 1 I 112" TREE N 3 33' ELEVa16.00 3.25' I 1 � 18F.F.-16.0 S.F. 043 3.33' (N.G.V.D.) 325 44.08' 0.33' L 1 1 00 0 12.2' I j 58.3' r 20.33' �* I I 1 911 TREE I _ _ - I 181, PALM 2411 PALM I L� O. RIM- 13.63 I ` 50.4' IM3 ml RIM- 13.03\�S9 PAVER WALKWAY \ \ \ I 19" TREE E 11 \ i5 15 OAK \ \ ( \ \ \ N N \ \ \ 00 ASPHALT Lr) J \ PAVEMENTSANITARY I \ \ 0 MANHOLE SEWER \ %� --`- ---------'------------- RIM= 15.02 (BENCHMARK) UTILITY EASEMENT o x \ UTILITY EASEMENT N ro �yo"� (o 1�a6 / // \ ®RIM- 12'87- 12' DRAINAGE EASEMENT 10 OAK � - I ( 3 SPACES � C7` - - 11 SPACES - BUS SHELTER lb - - - �- - - 8" TREE I - FD P.R.M.0__ ----------- g0 L -------- --------------------------------------------- -�----- -- CONC. WALK \� SV / o54f 09 `a'S \-TYPE "F" \off\\- 108/e0 CURB &GUTTER TRACT A 7' WIDE R/W DEDICATION (P.B. 57, PG. 127, P.B.C.R.) ASPHALT PAVEMENT R� NOTES: � 1. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS SEALED BY THE SIGNING SURVEYOR. 2. THIS DRAWING IS THE PROPERTY OF SCOTT A. GUZZI & ASSOCIATES, INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF SCOTT A. GUZZI & ASSOCIATES, INC. 3. THE UNDERSIGNED HAS REVIEWED ATTORNEYS' TITLE INSURANCE FUND, INC. FILE NO. 06-824.051, DATED 6-9-06, FOR RIGHTS-OF-WAY, EASEMENTS, OR OTHER SIMILAR MATTERS OF RECORD. 4. LEGAL DESCRIPTION PER ABOVE REFERENCED TITLE COMMITMENT. ALL EASEMENTS PER RECORD PLAT UNLESS OTHERWISE NOTED. 5. THIS SURVEY DOES NOT PURPORT TO IDENTIFY IMPROVEMENTS BELOW GRADE, IF ANY, EXCEPT AS SPECIFICALLY NOTED HEREON. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO BOUNDARY LINES UNLESS NOTED OTHERWISE. 7. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH BOUNDARY LINE OF TRACT B, OF THE PLAT ENTTITLED, "CROSS CREEK CENTRE", PLAT BOOK 57, PG. 127, PALM BEACH COUNTY RECORDS. (BEARING S87- 54'00"W) 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO N.G.V.D. 1929 AND ARE BASED ON THE PALM BEACH COUNTY ENGINEERING BENCHMARK B-21 RESET, ELEVATION - 18.61 9. FLOOD ELEVATION INFORMATION: COMMUNITY NO. - 120196 PANEL NO.- 0005 LOWEST FLOOR ELEVATION - 16.0 DATE OF FIRM - 9-30-82 SUFFIX - C LOWEST ADJACENT GRADE - 15.7 FIRM ZONE - A7 BASE FLOOD ELEVATION - 12 DIAGRAM NO. - 1B 10. PROPERTY ADDRESS* W_ BOYNTON BEACH BOULEVARD, BOYNTON BEACH, FLORIDA 11. CONTAINING 197,820 SQUARE FEET, 4.54 ACRES MORE OR LESS 12. CERTIFIED TO* CROSS CREEK BOYNTON, LLC TYPE "D" BOYNTON BEACH BOULEVARD (SoRo 804) BOUNDARY SURVEY rFIE-IN) SCALE: IN=_Pr_f SURVEYOR'S Cf RTIFICATION: I HEREBY CEFY A THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS R YS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CT 0 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE TO THE BEST OF MY NO GE AND BELIEF. SCOTT WUGUZZI, PSM PROF SSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NUMBER 5108 - 3-28-16 DATE OF LAST FIELD WORK ♦ U I Q Z z C) %.I ISI ♦ L- U a o r^o V I Q t° `D o Q) QLli •�� w O 0 -p�ON V Lli N O N N N z o` 0 E o� vvi o E E U m � °o 3 N M V z z W U ® � o O V)o 0 U -o 0 0 a [n _ -�1. I ll::� I Q z C) %.I Y 0 w_ U w a - U a o J �``�► � mm z x o Q) QLli a Ir w V Lli } m m z om � o� vvi f 1 V m � N � N M z z W U w � w � PROXCT NO. 05-921 SHEET NO. 2OF2 L.W.D.D. LATERAL 24 CANAL ---EDGE—OF—WATER BOYNTON BEACH BOULEVARD (S.R. 804) SEE SHEET 2 OF 2 FOR DETAIL OF THIS AREA BUILDING SETBACKS FRONT 40' REAR 40` SIDE 25' TITLE REVIEW NOTES ATTORNEYS' TITLE INSURANCE FUND, INC. FILE NO. 06-2006-6635, SCHEDULE B -II DATED JUNE 9, 2006 6. MATTERS CONTAINED IN PLAT BOOK 57, PAGE 127, AFFECT THIS PROPERTY AND HAVE BEEN PLOTTED HEREON. 7. EASEMENT GRANTED TO THE CITY OF BOYNTON BEACH RECORDED IN OFFICIAL RECORDS BOOK 2905, PAGE 1394, AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. 8. EASEMENT GRANTED TO FLORIDA POWER & LIGHT COMPANY RECORDED IN OFFICIAL RECORDS BOOK 4387, PAGE 656, AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. 9. EASEMENT AS SET OUT AND. RESERVED HAS I BEEN INSTRUMENT PLOTTED RECORDHEREOED IN OFFICIAL RECORDS BOOK 5053, PAGE 465, AFFECTS THIS PROPERTY 10. EASEMENT GRANTED TO FLO GAS ORATION DHEREON. RECORDEDIN OFFICIAL RECOR)S BOOK 5623, PAGE 1824, AFFECTS THIS PROPERTY AND HAS BEEN 11. EASEMENT GRANTED TO THE LAKE WORTH DRAINAGE DISTRICT RECORDHEREON.DIOFFICIAL RECORDS BOOK 5053, PAGE 460, AFFECTS THIS PROPERTY AND AGE BEEN LEGAL DESCRIPTION* TRACT B, CROSS CREEK CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 57, PAGE 127, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. TYPE "D" CURB PARKING SPACES REGULAR 174 PARKING HANDICAPPED PARKING 6 TOTAL 180 TOTAL 187 REQUIRED tO.R.B. 4387"-,-P,- G--. 656) 1081.02' TYPE "F" CURB & GUTTER 1081.02' WOODEN GATE V. 1 /R&C. ' :45.00' S.)'% W I I Ln� Ln O a I O V) I t 1 t FD. - A BOUNDARY SURVEY (TIE-IN) SCALE 1"=40' SURVEYOR'S : CERTIFICATION: I HEREBY TIF THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDAR URVEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSU S TION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE TO THE BEST M K WLEDGE AND BELIEF. `3-28-16 4 bATE OF LAST FIELD WORK SCO ZZI, PSM. ` �fj ft PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NUMBER 5108 0 Z w ♦ 0) L- m z U°� Y 3: w a- O °' CL 0030 1 Q � O .DON m�amo°�i° Z o uj Q o ai v N 0 nN m_ O .0c v �+- ^ 1 O q m E �� NU) N �. 0 of=o U�°-LL. V v1 (� Lij v1 m tl o m v co cn F— U tiJ in w 0 V) Q U 1-0 0 PROJECT NO. 05-921 SHEET 140. 1 OF 2 O m z �O Y 3: w a- 1 Q � mm Q Z o uj Q ll U� v1 (� Lij v1 m m v co M U tiJ in w PROJECT NO. 05-921 SHEET 140. 1 OF 2 © 2016 CANAM STEEL CORPORATION, UNAUTHORIZED USE OF THIS DRAWING AND INFORMATION PROVIDED HEREIN IS STRICTLY FORBIDDEN. THESE DETAILS ARE PROVIDED AS A GUIDE ONLY AND REFLECT THE SUGGESTED MINIMUM REINFORCEMENT REQUIREMENTS AS PUBLISHED BY SDI °DECK DAMAGE AND PENETRATIONS° -THIS IS NOT TO SERVE AS A REPLACEMENT FOR NOT CONSULTING THE ENGINEER OF RECORD FOR REINFORCEMENT REQUIREMENTS ON THIS PROJECT. (REF: GENERAL NOTES ON DE1.01 FOR MORE INFO) AIA DCIAICA0Ar11rA1T nrAi "nrn 1\L1141 VI\VL VFuvnvV VT11f1 M MINIMUM 0.034 THICK CHANNEL OR ZEE AT EACH SIDE OF OPENING AS SHOWN AND EXTEND IT TO THE NEAREST DECK SUPPORT AT EACH END. Ort h irAnAr 57" * = OPENING * = OPENING BETWEEN 6" AND 8" BETWEEN 8" AND 13" TYPICAL DETAIL FOR: DECK REINFORCEMENT AT UIQ ED R01 OF OPENING REFERENCE: DECK REINFORCEMENT MATERS AND FASTENERS ARE NOT SUPPLIED BY CANAM. I. 0 1/2" MIN. METAL DECK PROFILE MAY VARY FROM WHAT IS SHOWN DECK SUPPORT, MAY VARY FROM WHAT IS SHOWN. NOTE: PER OSHA 1926.754 (e)(2)CM) METAL DECKING HOLES AND OPENINGS SHALL NOT BE CUT UNTIL IMMEDIATELY PRIOR TO BEING PERMANENTLY FILLED WITH THE EQUIPMENT OR STRUCTURE NEEDED OR INTENDED TO FULFILL ITS SPECIFIC USE. FIELD CUT DECK (SEE NOTE ABOVE) ------------- -------- Z/-1 SUPPORT IS REQ'D WHERE DECK RUNS EDGE OF OPENING METAL DECK PROFILE MAY VARY FROM WHAT IS SHOWN DECK SUPPORT, PAST TOE OF BEAM, MAY VARY FROM SUPPORT IS WHAT IS SHOWN. (NOT BY CANAM) (DECK IN STRONG DIRECTION) (DECK IN WEAK DIRECTION) TYPICAL DETAIL FOR: ROOF HOLES AID(NGS (OPENING WITHOUT SLAB) = SUGGESTED ERECTION STARTING POINT © = ROOF SUMP PAN SHOWN FOR GENERAL LOCATION ONLY. EXACT LOCATION TO BE VERIFIED IN FIELD. = FIELD CUTTING OF DECK REQUIRED /VV = TEMPORARY SHORING REQUIRED. (SHORING IS BY OTHERS, NOT BY CANAM) = FIELD CUT OPENING BY OTHERS (SEE TYPICAL DETAIL ON DE1.11 AND / OR DE1.12) = CENTERLINE 2 I 2 METAL DECK PROFILE MAY VARY FROM WHAT IS SHOWN ----------------- I --- r ---- ��- DECK SUPPORT, MAY VARY FROM i WHAT IS SHOWN. WE --- = DECK IAP =DECK BUTT "M AM 'joists and Ski Beak TV B Fy = 40 k3i ■ PROFILE: �" 2 LEADING EDGE 2 6" 1" -�" PITCH 30" COVERAGE - SIDE -LAP 36" COVERAGE ORIENTATIO (SEE LAYOUT FOR COVERAGE USED) I METAL DECK PROPERTIES: (SEE LAvouT FOR GAGES US'. AGE 22 20 18 16 AGE THICKNESS IN. , 0.0295 0.0358 0.0474 0.0591 (EIGHT PSF . 1.7 2.1 2.7 3.5 ■ SFr:T1nN PRnPPRTIPC PPR I=nnT n� VMr)TW- GAGE DATE 20 18 16 14 20.1§ 0.2'0 0.29 0.318n n. 4 0.23 0.30 0.3$S I3 0.23 0.32 0.41 [S. Lin. 30.19 CROSS CREEK -CT ® 0.24 0.32 0.41 ® FINISH: (SEE LAYOUT FOR FINISHES USED) STANDARD GRAY PRIMER TOP /WHITE BOTTOM - (ASTM Al 008) HOT -DIPPED GALVANIZED - (ASTM A653) HOT -DIPPED GALVANIZED W/ STD. GRAY PRIMER - (ASTM A653) MATERIAL CONFORMS TO DOMESTIC STEEL RFQLNRFMFNTS SEQUENCE LENGTH OF SHEETS DECK = 1 R? - `ii PCS. @ ?'_?» BUNDLE MARK NUMBER OF PIECES 1/2" MIN. METAL DECK PROFILE MAY VARY FROM WHAT IS SHOWN DECK SUPPORT, MAY VARY FROM WHAT IS SHOWN. SHEET # DESCION DE1.01 GENERAL NOTES - TYPICAL DETAILS DE3.01 ROOF DECK PLACEMENT PLAN & SECTIONS AVAILABLE CONTRACT DRAWINGS DATE DESCRIPTION NO DATE S-0 TO S-5 - - BUILDINGS �- DECK SUPPORT MAY VARY FROM WHAT IS SHOWN DECK SIDELAP BACK LAP LAST SHEET AS REQUIRED MCW& THE SIDELAP ATTACHMENT SHOWN ON THE 'DECK FASTENING PATTERN' BY 50%. FIELD ADJUST DECK SHEETS AT END OF RUN TO ENSURE BOTTOM FLANGE IS ATTACHED TO THE PERIMETER SUPPORT TYPICAL INSTALLATION DETAIL FOR: PART 4LDECK S.H. E.M. AT END OF RUN DECK ERECTOR (VOTES A. GENERAL 1. DO NOT ERECT STEEL DECK WITHOUT OBTAINING A COPY AND THOROUGHLY READING THE "SDI MANUAL OF CONSTRUCTION WITH STEEL DECK". SERIOUS INJURY OR DEATH CAN RESULT FROM FAILURE TO FAMILIARIZE AND COMPLY WITH ALL APPLICABLE SAFETY REQUIREMENTS OF FEDERAL, STATE, AND LOCAL REGULATIONS AND THE SAFETY GUIDELINES OUTLINED IN THE "SDI MANUAL OF CONSTRUCTION WITH STEEL DECK". THIS MANUAL IS INTENDED TO BE AN AID AND GENERAL GUIDE FOR THE SAFE AND PROPER ERECTION OF STEEL DECK. THE OBJECTIVES ARE SAFETY, WHICH IS ALWAYS PARAMOUNT TO PROVIDING A GOOD QUALITY INSTALLATION. THIS MANUAL IS AVAILABLE FROM: STEEL DECK INSTITUTE PHONE: 412-487-3325 www.sdi.org B. STORAGE 1. UPCN DELIVERY, ALL DECK SHALL BE STORED OFF THE GROUND WITH THE END ELEVATED TO PROVIDE DRAINAGE AND SHALL BE PROTECTED WITH A WATERPROOF COVERING WHICH ALLOWS AIR CIRCULATION. REF. SDI MANUAL OF CONSTRUCTION WITH STEEL DECK C. BEFORE PLACEMENT OF DECK 1. CHECK TO VERIFY THAT THESE DRAWINGS ARE "FOR FIELD USE". 2. CHECK BUNDLE TAGS AND SHIPPING PAPERS TO VERIFY DECK DELIVERIES. RETAIN SHIPPING PAPERS. 3. CHECK TO VERIFY THAT DECK SUPPORTS ARE AT PROPER LOCATIONS AND ELEVATIONS AND ARE SECURELY FASTENED. 4. COORDINATE DRAWINGS AND BUNDLE TAGS WITH STRUCTURAL STEEL FABRICATOR IN LOCATING DECK BUNDLES TO PREVENT OVERLOADING OF STRUCTURAL STEEL. 5. REMOVE ANY LABELS THAT MAY BE VISIBLE IN SERVICE. D. PLACEMENT 1. DECK TO BE PLACED IN STRICT ACCORDANCE WITH ERECTION PLANS, OSHA 1926 SUBPART R, AND LOCAL CONSTRUCTION SAFETY ORDINANCES. 2. BEGIN INSTALLATION OF DECK WHERE INDICATED ON PLAN. 3. DO NOT USE DECKED AREAS FOR STAGING OR STORING MATERIALS. 4. DECK NOT PROMPTLY INSTALLED SHALL BE STORED PER SECTION B ABOVE. 5. DO NOT WALK OR STAND ON THE DECKING UNTIL IT IS PROPERLY FASTENED TO THE SUPPORTS. DECK INSTALLATION SHOULD PROCEED FROM PROPERLY PLACED AND FASTENED DECK. SIDE -LAP FASTENING SHOULD PROCEED FROM SUPPORTS TO MID -SPAN. 6. NOTE THAT DECK CAN BE SLIPPERY WHEN WET. E. ERECTION 1. STEEL DECK AND ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH FIELD USE DRAWINGS. 2. ALL CONSTRUCTION LIVE LOADS DURING ERECTION AND ROOFING SHALL BE DISTRIBUTED BY APPROPRIATE MEANS TO PREVENT DAMAGE TO PREVIOUSLY INSTALLED COMPONENTS. 3. FOLLOW AWS D1.1 REQUIREMENTS FOR WELDING. F. FIELD CUTTING 1. LONGITUDINAL CUTTING OF DECK SHEETS TO ADJUST TO AREA, V>;VIDTHS, BEVEL CUTTING, NOTCHING OUT FOR PROTRUSIONS, ETC., TO BE PERFORMED BY DECK ERECTOR IN FIELD. 2. OPENINGS OTHER THAN SHOWN ON PLANS, SUCH AS FOR STACKS, CONDUITS, PLUMBING VENTS, ETC., SHALL BE CUT BY THE TRADES REQUIRING SAME. 3. THE DECK ERECTOR SHALL CUT OPENINGS IN THE DECK WHICH ARE SHOWN ON THE ERECTION DRAWINGS, SKEW CUTS, AND ALL OTHER LOCATIONS AS SHOWN ON THE FIELD USE DRAWINGS. G. SUSPENDED LOADING 1. AT APPROVAL REVIEW THE SPECIFICATIONS, AND DRAWINGS TO VERIFY IF EITHER INTEGRAL HANGS TABS, PIERCING HANGER TABS, OR NON -PIERCING SIDE -LAP HANGER TABS ARE REQUIRED. WARNING: FAILURE TO ADHERE TO HANGER TAB LOADING LIMITATIONS PER THE STANDARD DETAIL SHOWN ON OUR DRAWINGS MAY CAUSE HANGERS TO PULL OUT OF DECK RIBS. H. FIELD TOUCH UP 1. FIELD TOUCH UP OF STEEL DECK FINISH IS NOT INCLUDED AND SHALL BE PERFORMED BY OTHERS. 1. DESIGN 1. REVIEW OF DECK DESIGN IS PERFORMED ONLY AS A COURTESY, NOT AN OBLIGATION. 2. MINIMUM DESIGN REQUIREMENTS TO BE PER SDI LATEST EDITION, UNLESS OTHERWISE NOTED HEREIN. 3. MAXIMUM UNSHORED SPANS SHOWN ON ERECTION DRAWINGS FOR FLOOR DECK ARE BASED ON SDI CONSTRUCTION LOADING CRITERIA OF 20 PSF OR 150 PLF. CONSTRUCTION LOADS THAT EXCEED THESE SHOULD BE ANALYZED BY THE ENGINEER OF RECORD. 4. DO NOT APPLY DYNAMIC OR IMPACT LOADS TO THE DECKING DURING ANY PHASE OF CONSTRUCTION WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD. IF THE MATERIAL WILL BE SUBJECTED TO IMPACT LOADS, THEN PLANKING, SHORING, AND ADDITIONAL CONNECTIONS MAY BE REQUIRED. REVISION NO. I DATE DESCRIPTION 1. ANY DISCREPANCY IN DIMENSIONS, DETAILS, OR FABRICATION DISCOVERED DURING ERECTION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF CANAM STEEL CORPORATION, WHO SHALL HAVE THE OPTION OF EXAMINING THE PROBLEM AT THE JOB -SITE BEFORE ANY CORRECTIVE MEASURES ARE UNDERTAKEN. ALL REPAIRS AND REQUIRED ADDITIONAL EXPENSE MUST BE AUTHORIZED IN WRITING BY CANAM STEEL CORP., BEFORE ANY REPAIR WORK IS PERFORMED. CANAM STEEL CORP. WILL NOT BE RESPONSIBLE FOR ADDITIONAL EXPENSES FOR CORRECTIVE MEASURES UNDERTAKEN WITHOUT PRIOR APPROVAL. 2. ALL PRODUCTS PROVIDED BY CANAM STEEL CORPORATION IN CONNECTION WITH THIS DRAWING ARE SUBJECT TO CANAM STEEL CORPORATION'S STANDARD TERMS AND CONDITIONS FOR CANAM PRODUCT SALES. BY ACCEPTING THE PRODUCTS, THE PURCHASER ACKNOWLEDGES THAT THEY HAVE RECEIVED AND REVIEWED THESE TERMS AND CONDITIONS. 3. THE ISSUANCE OF THIS DRAWING DOES NOT CONSTITUTE THE ACCEPTANCE OF A CUSTOMERS ORDER. 4. © 2016, CANAM STEEL CORPORATION, UNAUTHORIZED USE OF THIS DRAWING AND INFORMATION PROVIDED HEREIN IS STRICTLY FORBIDDEN. 5. CANAM'S ERECTION DRAWINGS HEREIN WERE PREPARED USING THE STRUCTURAL PORTION OF THE CONTRACT DRAWINGS AS ITS PRIMARY GUIDE AND USING THE ARCHITECTURAL DRAWINGS (WHEN PROVIDED) ONLY FOR MISSING INFORMATION OR FOR CLARIFICATION. CANAM DOES NOT ACCEPT ANY RESPONSIBILITY FOR DISCREPANCIES BETWEEN THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. 6. THESE DRAWINGS ARE TO BE USED ONLY FOR THE ERECTION OF PRODUCTS SUPPLIED BY CANAM STEEL CORPORATION AS INDICATED BY AN ERECTION MARK ON THE PLANS AND/OR SECTIONS. 7. CANAM STEEL CORPORATION IS NOT RESPONSIBLE FOR HANDLING AND ERECTION OF MATERIALS IT SUPPLIES. THE DESIGN AND MANUFACTURE OF THE MATERIALS ASSUMES THAT THEY ARE HANDLED IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. CANAM STEEL CORPORATION IS NOT RESPONSIBLE FOR ANY MISHANDLING OR FAILURE TO PROPERLY ERECT THE MATERIALS. 8. CANAM STEEL CORPORATION HAS NOT EXAMINED ANY FIELD CONDITIONS AND ASSUMES NO RESPONSIBILITY FOR ANY SITE CONDITIONS. PURCHASER MUST NOTIFY CANAM STEEL CORPORATION OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND CANAM STEEL CORPORATION'S FIELD USE DRAWINGS. 9. ANY MODIFICATION OF MATERIAL SUPPLIED BY CANAM STEEL CORPORATION WITHOUT PRIOR WRITTEN CONSENT WILL AUTOMATICALLY RELEASE CANAM FROM ALL LIABILITY WITH RESPECT TO SUCH MATERIAL. !F7ASQt1netsral Engineers ACCEPTED ACCFFTEDASNOTED MGfACCEPTEQ,REVISEANOR mTr nUMMORACWTOICE IS FORGOVALCMFOMMM O MMDESIGNINTENTOFTHEPRUCrNVQ NERAL 00mftm Wm Tib w0mTm GIVEN W TME COMfw 00ftWM0NSIONS,QUANTITIES,ANDFIELD CMT1M Af t THE SW RESPONNM OF THE CQNTRA oft NOCKWASORDEVIAT"FR ur& CDNTW00M%GIISAftACCEPTSI1N MEACM1S CIBARI.YfCE►if 0ASSUCMMEACB3SPECIFk'AI.LY ACCroORI. er ow A I k! .I I MLI I F* 1. f., 11 0 2016 CANAM STEEL CORPORATION, UNAUTHORIZED USE OF THIS DRAWING AND INFORMATION PROVIDED HEREIN IS STRICTLY FORBIDDEN - - BUILDINGS �- Manufacturers of United Steel Q@Ck p .ducts PROJECT NAME: CROSS CREEK -CT ® y f� LOCATION: BOYNTON BEACH, FL - - - - ® FIELD TITLE: GEN. (VOTES &-_� �P. GE�T'AI S- CUSTOMER: BURNSTEEL CORP - - - ------ - - - - - DATE SENT FOR FIELD USE: 03117/2016 CANAM CONTACT: JEREMY LORD PHONE_ 004-781 -Od98--- DATE SENT FOR APPROVAL: 11/12/2015 PLANT: Jacksonville - - - t T T T %TDRAWING - - _ � c a), DRAWN BY: DATE: PROJECT#: NO: V j SAM 11/2/2015 Q CHECKED BY: DATE: R07 7C (� v DE1.01 E1.01 CJG 11/10/2015 0 2016 CANAM STEEL CORPORATION, UNAUTHORIZED USE OF THIS DRAWING AND INFORMATION PROVIDED HEREIN IS STRICTLY FORBIDDEN I.OD17AKITAI DDitVlIKIP (NUI BY CANAM) (NUI BY CANAM) 1 8 CUT BRIDGING LENGTHS TO FIT AT END OF RUNS. WHEN REQUIRED INSTALL ALL, DROPS, OBTAINED CUT BRIDGING LENGTHS TO FIT AT END OF RUNS. WHEN REQUIRED INSTALL ALL DROPS, OBTAINED FROM CUTTING WITHIN SUBSEQUENT BRIDGING RUNS TO AVOID ANY POTENTIAL SHORTAGES OF FROM CUTTING WITHIN SUBSEQUENT BRIDGING RUNS TO AVOID ANY POTENTIAL SHORTAGES OF BRIDGING MATERIAL. REFERENCE " TYPICAL CONNECTION DETAIL FOR: HORIZONTAL BRIDGING AT BRIDGING MATERIAL. REFERENCE " TYPICAL CONNECTION DETAIL FOR: HORIZONTAL BRIDGING AT LAPS", FOR FURTHER INSTALLATION REQUIREMENTS. LAPS", FOR FURTHER INSTALLATION REQUIREMENTS. TYPICAL INSTALLATION DETAIL FOR: TYPICAL INSTALLATION DETAIL FOR: HORIZONTAL BRIDGING 0 ROOF UPLIFT BRIDGING REF.: -4/S-4 REF: NOT PROVIDED (AT ROOF ONLY) K -SERIES & KEY NOTE LH SERIES LH SERIES DLH-SERIES CJ SERIES SEAT JOIST SOMETIMES THE DESIGNS FOR THE JOIST BEARING SEATS MAY REQUIRE TYPICAL INSTALLATION DETAIL FOR: .ELDER DIACONAL BRIDGING REF.: NOT PROVIDED 02-06 07-17 18-25 DEPTH a 5" GIRDERS WIDER SEAT MATERIAL THAN THE MINIMUM BEARING SUPPORT WIDTHS SPECIFIED ERECTOR NOTE: (A) 22" 4" 6" 4" 4" ON THIS DETAIL. THEREFORE, IT IS RECOMMENDED THAT YOU CONSULT W/ CANAM PRIOR TO FABRICATION OR INSTALLATION OF JOIST BEARING SUPPORTS TO JOIST SEATS FABRICATED TO ALLOW FOR BOLTED ANCHORAGE ALSO (B) 7" 9" 13" 9" 91, CONFIRM BEARING WIDTH REQUIREMENTS. REQUIRE A FINAL WELDED CONNECTION, BUT THE BOLTS SHALL BE INSTALLED. IF BOLTS ARE NOT INSTALLED, AND IF PERMITTED BY THE EOR, THEN THE INSIDE EDGE OF THE SEAT SLOTS MUST BE WELDED, {A} 1/2„ (A) AS SHOWN. ADDITIONAL WELD AS REQUIRED TO MEET THE TOTAL MINIMUM BEARING MAXIMUM PER SJI MINIMUM BEARING ON PLATE (U.N.O.ON SECTION SHEET SPECIFIED SHALL BE PLACED AT A LOCATION ON THE EDGE OF THE IN THIS SET) SEAT AWAY FROM THE OUTER EDGE OF THE SLOT. JOIST TOP CHORD J*—I EXTENSION WHEN L _ REQUIRED. SEAT DEPTH SEE SECTION SHEET IN THIS SET ISEE SEAT DEPTH SECTION SHEET IN THIS SET SUPPORT SHALL NOT BE LESS THAN (B) WIDE THE STEEL BEARING PLATE SHALL PERPENDICULAR TO THE BE LOCATED NOT MORE THAN (Y") CMU/ END WEB MEMBER LENGTH OF THE JOIST. FROM THE FACE OF WALL AND TILT (MAY VARY FROM WHAT IS SHOWN) END WEB MEMBER SHALL NOT BE LESS THAN (B) PANEL (MAY VARY FROM WHAT IS SHOWN) WIDE PERPENDICULAR TO THE 1/2" MINIMUM ANGLE SHOWN, LENGTH OF THE JOIST. (TYPE OF STEEL SUPPORT MAY VARY) OVER BEARING PLATE 1/2" MINIMUM OVER SUPPORT MINIMUM JOIST BEARING DETAIL SEE THE PROJECT SPECIFIC SECTIONS WITHIN THIS SET FOR EXACT JOIST PLACEMENT. THIS SECTION CONVEYS THAT SJI MINIMUM BEARING LENGTHS AND TYPICAL WIDTH ALLOWANCES SHALL BE RESPECTED UNLESS SPECIFICALLY COORDINATED OTHERWISE WITH CANAM. WITH BOLTS IF BOLTS ARE REMOVED OR NOT USED BOLTED JOIST CONNECTION DETAIL OF PANEL POINT Im GREATER THAN 3" OF POINT LOAD WS WL K & LH j" 1" DLH ? ? (NUI BY CANAM) (NUI BY CANAM) 1 8 CUT BRIDGING LENGTHS TO FIT AT END OF RUNS. WHEN REQUIRED INSTALL ALL, DROPS, OBTAINED CUT BRIDGING LENGTHS TO FIT AT END OF RUNS. WHEN REQUIRED INSTALL ALL DROPS, OBTAINED FROM CUTTING WITHIN SUBSEQUENT BRIDGING RUNS TO AVOID ANY POTENTIAL SHORTAGES OF FROM CUTTING WITHIN SUBSEQUENT BRIDGING RUNS TO AVOID ANY POTENTIAL SHORTAGES OF BRIDGING MATERIAL. REFERENCE " TYPICAL CONNECTION DETAIL FOR: HORIZONTAL BRIDGING AT BRIDGING MATERIAL. REFERENCE " TYPICAL CONNECTION DETAIL FOR: HORIZONTAL BRIDGING AT LAPS", FOR FURTHER INSTALLATION REQUIREMENTS. LAPS", FOR FURTHER INSTALLATION REQUIREMENTS. TYPICAL INSTALLATION DETAIL FOR: TYPICAL INSTALLATION DETAIL FOR: HORIZONTAL BRIDGING 0 ROOF UPLIFT BRIDGING REF.: -4/S-4 REF: NOT PROVIDED (AT ROOF ONLY) K -SERIES & KEY NOTE LH SERIES LH SERIES DLH-SERIES CJ SERIES SEAT JOIST SOMETIMES THE DESIGNS FOR THE JOIST BEARING SEATS MAY REQUIRE TYPICAL INSTALLATION DETAIL FOR: .ELDER DIACONAL BRIDGING REF.: NOT PROVIDED 02-06 07-17 18-25 DEPTH a 5" GIRDERS WIDER SEAT MATERIAL THAN THE MINIMUM BEARING SUPPORT WIDTHS SPECIFIED ERECTOR NOTE: (A) 22" 4" 6" 4" 4" ON THIS DETAIL. THEREFORE, IT IS RECOMMENDED THAT YOU CONSULT W/ CANAM PRIOR TO FABRICATION OR INSTALLATION OF JOIST BEARING SUPPORTS TO JOIST SEATS FABRICATED TO ALLOW FOR BOLTED ANCHORAGE ALSO (B) 7" 9" 13" 9" 91, CONFIRM BEARING WIDTH REQUIREMENTS. REQUIRE A FINAL WELDED CONNECTION, BUT THE BOLTS SHALL BE INSTALLED. IF BOLTS ARE NOT INSTALLED, AND IF PERMITTED BY THE EOR, THEN THE INSIDE EDGE OF THE SEAT SLOTS MUST BE WELDED, {A} 1/2„ (A) AS SHOWN. ADDITIONAL WELD AS REQUIRED TO MEET THE TOTAL MINIMUM BEARING MAXIMUM PER SJI MINIMUM BEARING ON PLATE (U.N.O.ON SECTION SHEET SPECIFIED SHALL BE PLACED AT A LOCATION ON THE EDGE OF THE IN THIS SET) SEAT AWAY FROM THE OUTER EDGE OF THE SLOT. JOIST TOP CHORD J*—I EXTENSION WHEN L _ REQUIRED. SEAT DEPTH SEE SECTION SHEET IN THIS SET ISEE SEAT DEPTH SECTION SHEET IN THIS SET SUPPORT SHALL NOT BE LESS THAN (B) WIDE THE STEEL BEARING PLATE SHALL PERPENDICULAR TO THE BE LOCATED NOT MORE THAN (Y") CMU/ END WEB MEMBER LENGTH OF THE JOIST. FROM THE FACE OF WALL AND TILT (MAY VARY FROM WHAT IS SHOWN) END WEB MEMBER SHALL NOT BE LESS THAN (B) PANEL (MAY VARY FROM WHAT IS SHOWN) WIDE PERPENDICULAR TO THE 1/2" MINIMUM ANGLE SHOWN, LENGTH OF THE JOIST. (TYPE OF STEEL SUPPORT MAY VARY) OVER BEARING PLATE 1/2" MINIMUM OVER SUPPORT MINIMUM JOIST BEARING DETAIL SEE THE PROJECT SPECIFIC SECTIONS WITHIN THIS SET FOR EXACT JOIST PLACEMENT. THIS SECTION CONVEYS THAT SJI MINIMUM BEARING LENGTHS AND TYPICAL WIDTH ALLOWANCES SHALL BE RESPECTED UNLESS SPECIFICALLY COORDINATED OTHERWISE WITH CANAM. WITH BOLTS IF BOLTS ARE REMOVED OR NOT USED BOLTED JOIST CONNECTION DETAIL OF PANEL POINT Im GREATER THAN 3" OF POINT LOAD SECTION A—A IIVI\ILVIYI/'%L VR Ur LIF] DRIIJUINU 0 TYPICAL INSTALLATION DETAIL FOR: CONTINUOUS HORIZONTAL BRIDGING TYPICAL HORIZONTAL BRIDGING REMOVAL: r1f1 WS WL K & LH j" V, DLH ? ? SECTION A—A IIVI\ILVIYI/'%L VR Ur LIF] DRIIJUINU 0 TYPICAL INSTALLATION DETAIL FOR: CONTINUOUS HORIZONTAL BRIDGING TYPICAL HORIZONTAL BRIDGING REMOVAL: r1f1 DRAWING INDEX CUT OUT EXISTING BRIDGING FROM SINGLE 1/8 1 TYP. DESCRIPTION JOIST SPACE ONLY AND INSTALL NEW X -WELDED GENERAL NOTES - TYPICAL DETAILS BRIDGING AT EACH TOP AND BOTTOM CHORD ROOF JOIST PLACEMENT PLAN & SECTIONS OF PANEL POINT BRIDGING ROW LOCATION ON EACH SIDE OF 2 ANGLES 1 EACH SIDE OF JOIST. ANGLE GREATER THAN 3" OPENING AS SHOWN ABOVE. IF DECK IS IN PLACE, SIZE & WELD DETERMINED & SUPPLIED BY DT = DANGER JOIST - NOT DESIGNED TO NEW X -WELDED BRIDGING IS ONLY REQUIRED AT OTHERS. FROM LOAD POINT TO NEAREST OF POINT LOAD BOTTOM CHORD BRIDGING LOCATIONS. OPPOSING CHORD PANEL POINT. ® = MOMENT CONNECTION NOTE: * = SPECIAL USE X -WELDED BRIDGING SHOWN ABOVE IS NOT BY CANAM. FOR NOMINAL CONCENTRATED LOADS BETWEEN PANEL POINTS, WHICH HAVE BEEN = DENOTES GIRDER CONNECTION ACCOUNTED FOR IN THE SPECIFIED UNIFORM DESIGN LOADS, A "STRUT" TO TRANSFER THE LOAD TO A PANEL POINT ON THE OPPOSITE CHORD SHALL NOT BE BOLTED X -BRIDGING REMOVAL NOTE: REQUIRED, PROVIDED THE SUM OF THE CONCENTRATED LOADS WITHIN A CHORD AFTER JOIST ERECTION BOLTED X -BRIDGING MAY BE REMOVED FROM A SINGLE JOIST SPACING. IF BOLTED X -BRIDGING REMOVAL PANEL DOES NOT EXCEED 100 POUNDS AND THE ATTACHMENTS ARE CONCENTRIC IS REQUIRED IN TWO CONSECUTIVE JOIST SPACINGS CONTACT TO THE CHORD. CANAM ENGINEER. TYPICAL INSTALLATION DETAIL FOR: SINGLE JOIST SPACE JOIST REINFORCEMENT AT CONCENTRATED LOADS � T = ELEVATION CHANGE VIF = VERIFY IN FIELD DISCONTINUOUS BRIDGING PLACEMENT REFERENCE: NOT -PROVIDED PROJECT #:12-3 DRAWING INDEX SHEET # DESCRIPTION JE1.01 GENERAL NOTES - TYPICAL DETAILS JE3.01 ROOF JOIST PLACEMENT PLAN & SECTIONS EOG = END OF GIRDER ES = ERECTION STABILITY BRIDGING EOJ = END OF JOIST (MUST BE IN PLACE PRIOR TO a B 1�DESCRIPTION (00'-0") = ELEVATION TC = TOP CHORD [0"I = SEAT DEPTH (WHEN NONSTANDARD) BC = BOTTOM CHORD <O.OK> = AXIAL LOADS WVA 11 a setsrsrl>tiassn A ACCWASNOTEO ,IAr�o�sl�nr MIE MORACMAKEISFoaa8MCW0 WNTHE MITWOFTMEPRDfECTAWtftft = P1LVMVWTIEINFORMAT=GNENMITIeCONTRACT OOCtWM OauEXSIotVS. QUANTITIES, ANO FILO COI)tttONS,ARETIEMEMSPIXISS iTYOFTIE * WMM NOCIIIVI(,ES0tOEY TMFROMTIe CONI WOOCMM =AREACCEPTEDUNLESS1IACM4 0MY=00AS$MAWEACHIS9BCMUy AMMORRF"IBM DRAWING LEGEND USE (00'-0") = ELEVATION TC = TOP CHORD [0"I = SEAT DEPTH (WHEN NONSTANDARD) BC = BOTTOM CHORD <O.OK> = AXIAL LOADS EOG = END OF GIRDER ES = ERECTION STABILITY BRIDGING EOJ = END OF JOIST (MUST BE IN PLACE PRIOR TO JBE = JOIST BEARING ELEVATION +0 OK RELEASING HOISTING LINES.) DT = DANGER JOIST - NOT DESIGNED TO = POINT LOAD -AMOUNT WRITTEN SUPPORT AN EMPLOYEE WITHOUT ABOVE THE LINE BRIDGING INSTALLED. SEE ERECTOR ® = MOMENT CONNECTION NOTES FOR ADDITIONAL INFORMATION. * = SPECIAL USE = DENOTES JOIST CONNECTION TJ = TIE JOIST = DENOTES GIRDER CONNECTION TOJ = TOP OF JOIST "U" = INDICATES X -WELDED BRIDGING TO BE BOA =BACK OF ANGLE PLACED AT FIRST BOTTOM CHORD PANEL BOC = BACK OF CHANNEL POINTS. ALL OTHER X -WELDED ROWS TO FOW =FACE OF WALL BE EQUALLY SPACED BETWEEN THE FIRST IFW = INSIDE FACE OF WALL BOTTOM CHORD PANEL POINTS. EJ = EXPANSION JOINT � T = ELEVATION CHANGE VIF = VERIFY IN FIELD • = MAY BE USED TO INDICATE BOLTED SEAT DATE: WNWNMMN� 1. MINIMUM DESIGN REQUIREMENTS TO BE PER STEEL JOIST INSTITUTE (SJI) LATEST EDITION, UNLESS OTHERWISE NOTED HEREIN. 2. PAINT - ONE PROVISIONAL SHOP COAT GRAY PRIMER (SPECIFICATIONS PROVIDED UPON REQUEST). 3. CAMBER WILL BE FURNISHED ON ALL JOISTS AND JOIST GIRDERS (SEE SJI LATEST EDITION FOR APPROXIMATE CAMBER) UNLESS SPECIFICALLY MODIFIED BY THE CONTRACT DOCUMENTS. CAMBER AND DEFLECTION MUST BE CONSIDERED WHEN DETAILING FRAMING ADJACENT OR FRAMING TO JOISTS OR GIRDERS. 4. THE DESIGN IS BASED UPON LOAD INFORMATION SPECIFICALLY SUBMITTED TO CANAM STEEL CORPORATION. NO SPECIAL LOADS OR OTHER FORCES HAVE BEEN PROVIDED FOR UNLESS PURCHASER HAS REQUESTED THEM IN WRITING. SUCH SPECIAL LOADS OR OTHER FORCES SHALL INCLUDE, WITHOUT LIMITATION; UPLIFT, CONCENTRATED LOADS FROM ROOF TOP UNITS, AXIAL LOADS FROM KICKER ANGLES, ETC. 5. JOISTS SHALL BE INSTALLED IN ACCORDANCE WITH OSHA 1926 SUBPART R. CONSULT THE OSHA SAFETY STANDARDS FOR SPECIFICS. - IN BAYS 60'-0" OR LESS, THE FOLLOWING APPLIES TO ANY COLUMN JOISTS OR JOISTS NEAR A COLUMN: • THE JOISTS HAVE NOT BEEN DESIGNED TO SUPPORT AN EMPLOYEE WITHOUT BRIDGING INSTALLED. • THE JOISTS ARE NOT OSHA JOISTS DESIGNED FOR STABILITY PER SUBPART R. • SPECIAL ERECTION METHODS MUST BE INCORPORATED. • EMPLOYERS WILL BE CONSIDERED TO BE IN COMPLIANCE WITH OSHA 1926 SUBPART R IF THEY ERECT THESE JOISTS EITHER BY: (1) INSTALLING BRIDGING OR OTHERWISE STABILIZING THE JOIST PRIOR TO RELEASING THE HOISTING CABLE, OR (2) RELEASING THE CABLE WITHOUT HAVING A WORKER ON THE JOISTS. • DO NOT ALLOW EMPLOYEES ON THESE JOISTS UNTIL ADEQUATELY STABILIZED. - IN BAYS GREATER THAN 60'-0", JOISTS AT OR NEAR COLUMNS SHALL BE ERECTED IN TANDEM (PAIR) WITH AN ADJACENT JOIST. ALL BRIDGING MUST BE INSTALLED BEFORE LIFTING AND THE PAIR OF JOISTS MUST BE SECURED TO THEIR SUPPORT BEFORE RELEASING THE HOISTING LINE. THIS REQUIREMENT MAY BE WAIVED UNDER CERTAIN CONDITIONS. GENERAL NOTES 1. ANY DISCREPANCY IN DIMENSIONS, DETAILS, OR FABRICATION DISCOVERED DURING ERECTION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF CANAM STEEL CORPORATION, WHO SHALL HAVE THE OPTION OF EXAMINING THE PROBLEM AT THE JOB -SITE BEFORE ANY CORRECTIVE MEASURES ARE UNDERTAKEN. ALL REPAIRS AND REQUIRED ADDITIONAL EXPENSE MUST BE AUTHORIZED IN WRITING BY CANAM STEEL CORP., BEFORE ANY REPAIR WORK IS PERFORMED. CANAM STEEL CORP. WILL NOT BE RESPONSIBLE FOR ADDITIONAL EXPENSES FOR CORRECTIVE MEASURES UNDERTAKEN WITHOUT PRIOR APPROVAL. 2. ALL PRODUCTS PROVIDED BY CANAM STEEL CORPORATION IN CONNECTION WITH THIS DRAWING ARE SUBJECT TO CANAM STEEL CORPORATION'S STANDARD TERMS AND CONDITIONS FOR CANAM PRODUCT SALES. BY ACCEPTING THE PRODUCTS, THE PURCHASER ACKNOWLEDGES THAT THEY HAVE RECEIVED AND REVIEWED THESE TERMS AND CONDITIONS. 3. THE ISSUANCE OF THIS DRAWING DOES NOT CONSTITUTE THE ACCEPTANCE OF A CUSTOMERS ORDER. 4. © 2016, CANAM STEEL CORPORATION, UNAUTHORIZED USE OF THIS DRAWING AND INFORMATION PROVIDED HEREIN IS STRICTLY FORBIDDEN. 5. CANAM'S ERECTION DRAWINGS HEREIN WERE PREPARED USING THE STRUCTURAL PORTION OF THE CONTRACT DRAWINGS AS ITS PRIMARY GUIDE AND USING THE ARCHITECTURAL DRAWINGS (WHEN PROVIDED) ONLY FOR MISSING INFORMATION OR FOR CLARIFICATION. CANAM DOES NOT ACCEPT ANY RESPONSIBILITY FOR DISCREPANCIES BETWEEN THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. 6. THESE DRAWINGS ARE TO BE USED ONLY FOR THE ERECTION OF PRODUCTS SUPPLIED BY CANAM STEEL CORPORATION AS INDICATED BY AN ERECTION MARK ON THE PLANS AND/OR SECTIONS. 7. CANAM STEEL CORPORATION IS NOT RESPONSIBLE FOR HANDLING AND ERECTION OF MATERIALS IT SUPPLIES. THE DESIGN AND MANUFACTURE OF THE MATERIALS ASSUMES THAT THEY ARE HANDLED IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. CANAM STEEL CORPORATION IS NOT RESPONSIBLE FOR ANY MISHANDLING OR FAILURE TO PROPERLY ERECT THE MATERIALS. 8. CANAM STEEL CORPORATION HAS NOT EXAMINED ANY FIELD CONDITIONS AND ASSUMES NO RESPONSIBILITY FOR ANY SITE CONDITIONS. PURCHASER MUST NOTIFY CANAM STEEL CORPORATION OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND CANAM STEEL CORPORATION'S FIELD USE DRAWINGS. 9. ANY MODIFICATION OF MATERIAL SUPPLIED BY CANAM STEEL CORPORATION WITHOUT PRIOR WRITTEN CONSENT WILL AUTOMA I' CIa LY`RELEASE CANA11tt FRA M -AI=L -LIABILITY WITH RESPECT TO SUCH MATERIAL. pis . r aq, Y 'P ,,, 4 CONNECTION � f,��., REVISION NO. I DATE DESCRIPTION 4 CANAM BUILDINGS- -- ManufacturersE�C L -T of United Steel Desk products - - -- ------- NAME: R G C PROJECT CROSS CRE _ _ _ _ 1� _ _ ------ LOCATION: BOYNTON BEACH, FL - - _ _ _ _ _ FOR FIELD USE TITLE: GEN. NOTES &yT-(P. C CUSTOMER: V v BURNSTEEL CORP v v------ - DATE SENT FOR FIELD USE: 03/17/2016 CANAM CONTACT: JEREMY LORD PHONE 7904-781-Oe98 _ DATE SENT FOR APPROVAL: 11/12/2015 PLANT: Jacksonville - - = ` _ _ _ _ n T T_ 01DRAWING oile DRAWN BY: DATE: PROJECT #:12-3 NO: SAM 11/2/20115 ^ °� CHECKED BY- DATE: 807876 J E 1.01 CJG 11/10/2015 v r © 2016 CANAM STEEL CORPORATION, UNAUTHORIZED USE OF THIS DRAWING AND INFORMATION PROVIDED HEREIN IS STRICTLY FORBIDDEN SET I/R&C N870 4 4.00'S. HEAD WALL ------------- cRrss CONC. M� I I 6' C.B.S. WALL ENCLO. W— — — — — — — — — — — — — — — — — — — — — — — — "SPHALT z ( 119TPAES i PAVEMENT w g q� GRASS ONE STORY C.B.S. w TYPE "D" CURB _ COMMERCIAL BUILDING I ¢ I UNDER CONSTRUCTION (TYPICAL) Z ----- ONE STORY C.BS.—--------------------------= oCOMMERCIAL BUILDING ELEV-16.00 N I (N.G.V.D.) 12.2' c� 0 0 N O/ zT",. P.R.M, C LEGAL DESCRIPTION* TRACT B, CROSS CREEK CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 57, PAGE 127, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. L.W.D.D. LATERAL 24 CANAL EDGE 1081.02 OF WATER ' CONC. A/C PAD (TYPICAL) \ WOODEN GATE EASEMENT TO LAKE WORTH DRAINAGE DISTRICT a? CONC. GRASS CONC. A/C PAD R o 10' U.E. TO FL GAS CO.R.B. 5053, PG. 465) GRASS o> 6' C.B.S. WALL o (O.R.B. 5623, P 1824) CO.R.B. 5053, PG. 460) DUMPSTER RE `O ENCLOSURE (TYPICAL) .r \ Lo _ — — — — — — — GREASE TRAPS(2) -----ASPHAIT------------------------ — I/R --- --- A�tAtT------- 30.2' 1/R&C. ' T PAVEMENT CONC. PAVEMENT 265.6 ROOF OVERHANG --\ I (45.00'S.)', I 19.4' ONE STORY C.BS1s.4' I 359.8' C. i t COMMERCIAL BUILD.ING. i ONE STORY C.B.S. COMMERCIAL BUILDING i a BUILDING HEIGHT- 13.0 > I ( I I BUILDING HEIGHT- 15.8 I Y N 15,374 S.F. N I( w I 18, 043 S.F. ROOF OVERHANG I i «i a a L6 F.F.-16.0 t _ F.F.-16.0 ZONE: A7 (BFE-12) I w � \ U) d ZONE: A7 (BFE-12) st _ _ _ _ _ _ _ _ r ------------------------------------------------------- ––---------�–--------------------- --------------------------------- – g– v I ZONE B ------ I w Q (n w I w ZONE: B F� ( Id/�– i i cn d w v > ci w co I u J 180.0' i '� a I 135.4' a I I I — u� a '07- 46.0' p w In PAVER WALKWAY -----of 50.4' PAVER WALKWAY 50.4' \ GRASS 10.0' 1.6 T5STPCET SACS 6 ISPACES yI 00 vII' • —-------- ------------------------- _-- L_---- \L�--- ---- PAVEMASPHENT 15'MAINTENANCE ACCESS EASEMENT ' Q i _i o � o ------ --_ �__----------------- --� --- SANITARY SEWER UTILITY EASEMENT ( (^ „ „ —�_ 1— ' UTILITY EASEMENT UTILITY EASEMENT 1 — MANHOLE (TYPICAL) co — — — — — — — _ _ EDCAPg °a oa ■ 1 ' D AIN GEE EM NT ( 3� SPA ES (�. �• 11 SP CE ® 2 S ACS I LACS ® 2' D AI AG E EM NT 6 SP ESSP S 1— — -- — — --- —ES LANDSCAPE BUS SHELTER — — — — — — — — — LANDSCAPE — — — — — — — — — { — LANDSCAPE C.B.S. WALL — _ B.S. WALL — — — — — — — — LANDSCAPE — — —� — — — - -¢ LANDSC E — — — — — — — — — — [] I/R&C.m El \ - CONC. WALK S870 54'00''W\\—TYPE TRACT A 7' WIDE R!W DEDICATION t) ASPHALT "F" _ ,_ (P.B. 57, PG. 127, P.B.C.R.) PAVEMENT CURB`& GUTTER TYPE "D" CURB SEE SHEET 2 OF 2 FOR DETAIL OF THIS AREA TITLE REVIEW NOTES: ATTORNEYS' TITLE INSURANCE FUND, INC. FILE NO. 06-2006-6635, SCHEDULE B -II DATED JUNE 9, 2006 6. MATTERS CONTAINED IN PLAT BOOK 57, PAGE 127, AFFECT THIS PROPERTY AND HAVE BEEN PLOTTED HEREON. 7. EASEMENT GRANTED TO THE CITY OF BOYNTON BEACH RECORDED IN OFFICIAL RECORDS BOOK 2905, PAGE 1394, AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. 8. EASEMENT GRANTED TO FLORIDA POWER & LIGHT COMPANY RECORDED IN OFFICIAL RECORDS BOOK 4387, PAGE 656,AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. 9. EASEMENT AS SET OUT AND RESERVED IN INSTRUMENT RECORDED IN OFFICIAL RECORDS BOOK 5053, PAGE 465, AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. 10. EASEMENT GRANTED TO FLO GAS CORPORATION RECORDED IN OFFICIAL RECORDS BOOK 5623, PAGE 1824, AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. 11. EASEMENT GRANTED TO THE LAKE WORTH DRAINAGE DISTRICT RECORDED IN OFFICIAL RECORDS BOOK 5053, PAGE 460, AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. BOYNTON BEACH BOULEVARD (S.R.804) BUILDING SETBACKS FRONT 40' REAR 40' SIDE 25' TYPE "D" CURB PARKING SPACES REGULAR 174 PARKING HANDICAPPED PARKING 6 TOTAL 180 TOTAL 167 REQUIRED 10' UTILITY EASEMENT (O.R.B. 2905, PG. 1394) 10' F.P.L. EASEMENT VTYPE "F" ASPHALT (O.R.B. 4387, PG. 656) CURB & GUTTER PAVEMENT 1081.02' BOUNDARY SURVEY (TIE-IN) SCALE= 1"=40' SURVEY ERTIFICATION: I HEREBY FY HAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STAND S R RVEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSU T S TION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE TO THE BEST WLEDGE AND BELIEF. 3-28-16 SC ZZI, PSM ' DATE OF LAST FIELD WORK PR SSIONAL SURVEYOR AND MAPPER $ E0 F FLORIDA REGISTRATION NUMBER 5108 e. U Z K m z w �° W Q IL U � U w O r) �/t r��///j�� Q co `0 U `° Vt � m m Co Q V Z O 04 -2Mo0 tO >, MMyv W O N w'? O�NN m `N^ W V N U U 000- Eos o m � E Z m t ,� Vj m � } m U Fn Li Ix a. V � Jo b 00 N � z W r w M w U a o V)n E U-0 +�0 U 0 0 O PROJECT NO. 05-921 SHEET NO. 1 OF 2 O w m z w �° W Q IL J U w A IV o Z Y � m Bit: m o W �W U U () m t ,� Vj 0> } m Fn Li Ix a. V � Jo b 00 N � z W r w M w U a PROJECT NO. 05-921 SHEET NO. 1 OF 2 EXISTING ONE STORY C.B.S. COMMERCIAL BUILDING EXIST. ASPHALT - PAVEMENT (ENCROACHMENT) XIST. 8" GATE VALVE XIST. 8"X6" REDUCER XIST. 20" D.I.P. F.M.- XIST. 8" SAN. SEWER EXIST. __�\ ASPHALT PAVEMENT 00 In 0 0 EXIST. 6" WATER MAIN -° EXIST. 6"x6" TAPPING SLEEVE 6" TAPPING VALVE I ani r- WATER + SEWER PLAN -- 0 mm 1m 40 60 AS -BUILT SCALE /N FEET I" = 20'-0" NOT A BOUNDARY SURVEY -EWE D D LATERAL 24 CANA N87n43'4811E 1081.02' EXIST. 6' C.B.S. WALL I HEREBY,. ; THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS F UR}�1fS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATNE CODE, PURSU/tT T0_ OV 472.027,_FLORiai STATUTES, AND THAT SAID SURVEY IS TRUE TO THE EXIST. CONC. EXIST. DUMPSTER O.R.B ENCLOSURE O.R.B GREASE TRAP CLEANOUT SC� GREASE TRAP 798751.3 798751.0 47' SAN . EW R S R V. I I 798751.4 954469.9 954473.4 7 954465.1 INV.=11.9 - =11 @ 1 /8"/FT. SLOPE MIN. 6" SAN. SEWER SERV. I I 798748.97 ��-�>I ! EXISTING O N 954459.9 CLEAN-OUT (TYP.) @ 1/8"/FT. � SLOPE MIN. INV. ELEV. t -Z . G}8- 98748 T I ! CLEANOUT 798748.2 I I C C 798742.2954593.2 EXIST. SAN . M H FIN. FLOOR 954466.7 INv=8.4 II RIM EL. 14.79 ..�� INV.= ELEV. -16-.OG' N.G.V.D. 798ANO T CLEAN T 16.0 741.1 i 798743 7 CLEANOUT I O 9584484. 954530 $ (1 INV. V ° E L • 6.69 J 798741.8 INV.=11. INV.=, 2 I I INV. E �. 6.7 9 E 954470.3 2" B A K FL W RE' E N E / �-{-}� INV.=11.95 ,-{- } �-I�I-� � � �Y I � �� o r� o c� EXI F /- - - - -- - - -- __j I 7D WATER METER (l79 3718.1 5002.10 EXIST. CLEAN-0UT 1 95 77.3 4069.94 I I » /--_---- EXIST. 6 P.V.C. SAN. LAT. 12' UTILITY EAS ME T r= T_2____' DO . WTER 2 DOM. WATE SE VI ELul "X DBL. TRAP SADDL I 2" CORP. STOP GATE VALVE EXIST. 6" GATE VALVE �- CLEANOUT -----_---------- 798673.2 7)798702.5 »» I 798702.5 _--_954477=5 EXIST. 8 X6 TEE 954595.2--- - -----------------Q------- AMANHO DDLE INV. -6.85 LE 758688.8 4961.16 IST. 20' UTILITY E MENT 4071.55 _ - - - - - - - - - 9 5 4 5 9 5.2 EXIST. 12 UT -- -- -1 - ----- I- ------ ---------------------- T YEAS M EN T I—]T_ _ % I C T XIST. VCP SA . EW R & INS L 8'X6" DIP W E 131 I 15° 8c CO N C P. 6" PV LATER L �2�L_�- I I F] T�v:�L 6.80 03_� i �________ -SK/Z\4-00-W- ----------- --- -- - �- -- --- ��- � ®------- D--�� _ EXIST. 20 D.I.P. F.M. -EXIST-CONC -WAt1 <* - 2- -----1 6--- -------------------®`------_ --- ( a I I EXIST. TEL. LINE �- EXFST. -SA-N.-VH I RIM EL. 13.20 < --�XI� �. -I I N�EL�. S EXISTING EXIST. 8" SAN. SEWER INV. EL. 6.36 I� PAVEMENT '�;' I II �. CAMERO + A IATES INC. CIVIL ENGINEERS PLANNERS -eAMERO &-ASSOMTES;-iNe. E8 Ne. 90042 JORGE L CAMERO, P.E. FLA. REG. NO. 32545 .I� 7400 SW. 50th TERR. SUITE 204N MIAMI, FL 33155 (305) 665-7602 FAX (305) 665-8488 OUR JOB NO. 116-'121 JORGE L. CAMERO, PE FLA. REG. NO. 32545 AA 26002045 WATER LEGEND SEWER LEGEND Issue: PROPOSED WATER MAIN �� PROPOSED SANITARY SEWER MAIN - - - - EXISTING WATER MAIN - - - - EXISTING SANITARY SEWER MAIN -� H- PROPOSED FIRE HYDRANT W/GATE VALVE 0 PROPOSED MANHOLE -0-m- EXISTING FIRE HYDRANT W/GATE VALVE 0 EXISTING MANHOLE - ��- PROPOSED GATE VALVE PROPOSED SANITARY SERVICE -pQ - EXISTING GATE VALVE i PROPOSED REDUCER - � - EXISTING SANITARY SERVICE -�- EXISTING REDUCER I PROPOSED FORCE MAIN U PROPOSED WATER SERVICE - - - - EXISTING FORCE MAIN z ° co to - - - - EXISTING WATER SERVICE -*A- PROPOSED LIFT STATION NN PROPOSED BACKFLOW PREVENTER EXISTING LIFT STATION EXISTING BACKFLOW PREVENTER Q N N PROPOSED FIRE DEPARTMENT CONNECTION. O: U. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH -- WATER AND WASTEWATER SERVICES STANDARDS AND SPECIFICATIONS. PLANS ARE IN ACCORDANCE WITH WWS MINIMUM DRAWING REQUIREMENTS DATED 02/23/2011. wPoo m THE VERTICAL DATUM USED FOR THESE DRAWINGS WAS NGVD 1929. 1 EXISTING ONE STORY C.B.S. COMMERCIAL BUILDING EXIST. ASPHALT - PAVEMENT (ENCROACHMENT) XIST. 8" GATE VALVE XIST. 8"X6" REDUCER XIST. 20" D.I.P. F.M.- XIST. 8" SAN. SEWER EXIST. __�\ ASPHALT PAVEMENT 00 In 0 0 EXIST. 6" WATER MAIN -° EXIST. 6"x6" TAPPING SLEEVE 6" TAPPING VALVE I ani r- WATER + SEWER PLAN -- 0 mm 1m 40 60 AS -BUILT SCALE /N FEET I" = 20'-0" NOT A BOUNDARY SURVEY -EWE D D LATERAL 24 CANA N87n43'4811E 1081.02' EXIST. 6' C.B.S. WALL I HEREBY,. ; THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS F UR}�1fS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATNE CODE, PURSU/tT T0_ OV 472.027,_FLORiai STATUTES, AND THAT SAID SURVEY IS TRUE TO THE EXIST. CONC. EXIST. DUMPSTER O.R.B ENCLOSURE O.R.B GREASE TRAP CLEANOUT SC� GREASE TRAP 798751.3 798751.0 47' SAN . EW R S R V. I I 798751.4 954469.9 954473.4 7 954465.1 INV.=11.9 - =11 @ 1 /8"/FT. SLOPE MIN. 6" SAN. SEWER SERV. I I 798748.97 ��-�>I ! EXISTING O N 954459.9 CLEAN-OUT (TYP.) @ 1/8"/FT. � SLOPE MIN. INV. ELEV. t -Z . G}8- 98748 T I ! CLEANOUT 798748.2 I I C C 798742.2954593.2 EXIST. SAN . M H FIN. FLOOR 954466.7 INv=8.4 II RIM EL. 14.79 ..�� INV.= ELEV. -16-.OG' N.G.V.D. 798ANO T CLEAN T 16.0 741.1 i 798743 7 CLEANOUT I O 9584484. 954530 $ (1 INV. V ° E L • 6.69 J 798741.8 INV.=11. INV.=, 2 I I INV. E �. 6.7 9 E 954470.3 2" B A K FL W RE' E N E / �-{-}� INV.=11.95 ,-{- } �-I�I-� � � �Y I � �� o r� o c� EXI F /- - - - -- - - -- __j I 7D WATER METER (l79 3718.1 5002.10 EXIST. CLEAN-0UT 1 95 77.3 4069.94 I I » /--_---- EXIST. 6 P.V.C. SAN. LAT. 12' UTILITY EAS ME T r= T_2____' DO . WTER 2 DOM. WATE SE VI ELul "X DBL. TRAP SADDL I 2" CORP. STOP GATE VALVE EXIST. 6" GATE VALVE �- CLEANOUT -----_---------- 798673.2 7)798702.5 »» I 798702.5 _--_954477=5 EXIST. 8 X6 TEE 954595.2--- - -----------------Q------- AMANHO DDLE INV. -6.85 LE 758688.8 4961.16 IST. 20' UTILITY E MENT 4071.55 _ - - - - - - - - - 9 5 4 5 9 5.2 EXIST. 12 UT -- -- -1 - ----- I- ------ ---------------------- T YEAS M EN T I—]T_ _ % I C T XIST. VCP SA . EW R & INS L 8'X6" DIP W E 131 I 15° 8c CO N C P. 6" PV LATER L �2�L_�- I I F] T�v:�L 6.80 03_� i �________ -SK/Z\4-00-W- ----------- --- -- - �- -- --- ��- � ®------- D--�� _ EXIST. 20 D.I.P. F.M. -EXIST-CONC -WAt1 <* - 2- -----1 6--- -------------------®`------_ --- ( a I I EXIST. TEL. LINE �- EXFST. -SA-N.-VH I RIM EL. 13.20 < --�XI� �. -I I N�EL�. S EXISTING EXIST. 8" SAN. SEWER INV. EL. 6.36 I� PAVEMENT '�;' I II �. CAMERO + A IATES INC. CIVIL ENGINEERS PLANNERS -eAMERO &-ASSOMTES;-iNe. E8 Ne. 90042 JORGE L CAMERO, P.E. FLA. REG. NO. 32545 .I� 7400 SW. 50th TERR. SUITE 204N MIAMI, FL 33155 (305) 665-7602 FAX (305) 665-8488 OUR JOB NO. 116-'121 JORGE L. CAMERO, PE FLA. REG. NO. 32545 AA 26002045 Issue: Date: Tl J Q z 0 Q U z z ° co to cy co to Z�� W �- Q N N O: U. �.L.J wPoo m 1 n vi ao U -i- o m w U_ c c ry U o�� :5 0 ry w�� coco Q 1 N N v O r U W ° �- m z ° 0 w 0 U m tr L) W w � W U m U J < ()v a� (f m 0ry ° m U M N N v oc� N U N U ° 0 r O O z� o 7 Q C -4A OF OLD BOYNTON ROAD BOYNTON BEACH (BOULEVARD rn rn 3i LOCATION SKETCH (NOT TO SCALE) ABBREVIATIONS: A/C - AIR CONDITIONER PAD ADJ. - ADJACENT BFP - BACK FLOW PREVENTOR B.C.R. - BROWARD COUNTY RECORDS B.M. - BENCHMARK (C) - CALCULATED CB - CATCH BASIN CLF - CHAIN LINK FENCE CONC. - CONCRETE C.B.S. - CONCRETE BLOCK STRUCTURE D - DELTA ANGLE D.C.R. - DADE COUNTY RECORDS DDCV - DOUBLE DETECTOR CHECK VALVE D.E. - DRAINAGE EASEMENT E.O.W. - EDGE OF WATER E - EAST EL. - ELEVATION F.F. - FINISHED FLOOR F.P.L. - FLORIDA POWER & LIGHT CO. FD. - FOUND GAR. - GARAGE INV. - INVERT IP - IRON PIPE IR - IRON ROD IRC -IRON ROD & CAP L - ARC LENGTH LME - LAKE MAINTENANCE EASEMENT LB - LICENCED BUSINESS (LD) - LEGAL DESCRIPTION (M) - MEASURED M.H. - MANHOLE MISC. - MISCELANEOUS N/D - NAIL AND DISK N/T - NAIL AND TAB NGVD - NATIONAL GEODETIC VERTICAL DATUM N/A - NON -APPLICABLE NAVD - NORTH AMERICAN VERTICAL DATUM N - NORTH N.T.S. - NOT TO SCALE O/S - OFFSET OH - OVERHEAD WIRES O.R.B. - OFFICIAL RECORD BOOK P.B.C.R. - PALM BEACH COUNTY RECORDS PG. - PAGE P.C.P. - PERMANENT CONTROL POINT PR.M. - PERMANENT REFERENCE MONUMENT P.B. - PLAT BOOK P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT PC - POINT OF CURVATURE PRC - POINT OF REVERSE CURVE PT - POINT OF TANGENCY P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER PROP. - PROPOSED P.B.C.R. - PALM BEACH COUNTY RECORDS R/W - RIGHITSOF WAY SECT. - SECTION SF - SQUARE FEET SR - STATE ROAD T.O.B. - TOP OF BANK T.O.P. - TOP OF PIPE TYPICAL - TYPICAL U.E. - UTILITY EASEMENT U.P. - UTILITY POLE ONE STORY C.B.S. COMMERCIAL BUILDING 0 MANHOLE (SANITARY) 0 MANHOLE (STORM) ® CATCH BASIN 0 ELECTRIC SERVICE 19 TELEPHONE JUNCTION BOX ❑ WATER METER 12 CABLE TV BOX UTILITY POLE LEGAL DESCRIPTION* TRACT B, CROSS CREEK CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 57, PAGE 127, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. I L.W.D.D. LATERAL 24 CANAL N87°43`48" E 1081021 EDGE OF WATER HEAD WALL e ---------------- -- -- -- -- ---------- -- ----- -- -- -- -- -- -- -- -- -- -- ----- -- -- -- -- -- -- -- -- -- -- ------------- -- -- -- ---------------------------------------------------------------------------------------------------------------------------------------------- S4ETO'ISR&C.--\ ASPHALT PAVEMENT ASPHALT PAVEMENT (ENCROACHMENT) CONC. WALK CONTROL O SET %" IR & CAP (LB 6893) A NAIL & TAB m z • PCP m co U' co @O PRM m O V, J z �rn �rioo +,,N.b ELEVATION 0 mr7�ao -� FIRE HYDRANT 0 0:2NN CENTERLINE % BPN WEIR- 14.50 c -fir -c�- LIGHT POLES o U�4ti to m (O.R.B. 5623, PG. 1824) rn rn 3i LOCATION SKETCH (NOT TO SCALE) ABBREVIATIONS: A/C - AIR CONDITIONER PAD ADJ. - ADJACENT BFP - BACK FLOW PREVENTOR B.C.R. - BROWARD COUNTY RECORDS B.M. - BENCHMARK (C) - CALCULATED CB - CATCH BASIN CLF - CHAIN LINK FENCE CONC. - CONCRETE C.B.S. - CONCRETE BLOCK STRUCTURE D - DELTA ANGLE D.C.R. - DADE COUNTY RECORDS DDCV - DOUBLE DETECTOR CHECK VALVE D.E. - DRAINAGE EASEMENT E.O.W. - EDGE OF WATER E - EAST EL. - ELEVATION F.F. - FINISHED FLOOR F.P.L. - FLORIDA POWER & LIGHT CO. FD. - FOUND GAR. - GARAGE INV. - INVERT IP - IRON PIPE IR - IRON ROD IRC -IRON ROD & CAP L - ARC LENGTH LME - LAKE MAINTENANCE EASEMENT LB - LICENCED BUSINESS (LD) - LEGAL DESCRIPTION (M) - MEASURED M.H. - MANHOLE MISC. - MISCELANEOUS N/D - NAIL AND DISK N/T - NAIL AND TAB NGVD - NATIONAL GEODETIC VERTICAL DATUM N/A - NON -APPLICABLE NAVD - NORTH AMERICAN VERTICAL DATUM N - NORTH N.T.S. - NOT TO SCALE O/S - OFFSET OH - OVERHEAD WIRES O.R.B. - OFFICIAL RECORD BOOK P.B.C.R. - PALM BEACH COUNTY RECORDS PG. - PAGE P.C.P. - PERMANENT CONTROL POINT PR.M. - PERMANENT REFERENCE MONUMENT P.B. - PLAT BOOK P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT PC - POINT OF CURVATURE PRC - POINT OF REVERSE CURVE PT - POINT OF TANGENCY P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER PROP. - PROPOSED P.B.C.R. - PALM BEACH COUNTY RECORDS R/W - RIGHITSOF WAY SECT. - SECTION SF - SQUARE FEET SR - STATE ROAD T.O.B. - TOP OF BANK T.O.P. - TOP OF PIPE TYPICAL - TYPICAL U.E. - UTILITY EASEMENT U.P. - UTILITY POLE ONE STORY C.B.S. COMMERCIAL BUILDING 0 MANHOLE (SANITARY) 0 MANHOLE (STORM) ® CATCH BASIN 0 ELECTRIC SERVICE 19 TELEPHONE JUNCTION BOX ❑ WATER METER 12 CABLE TV BOX UTILITY POLE LEGAL DESCRIPTION* TRACT B, CROSS CREEK CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 57, PAGE 127, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. I L.W.D.D. LATERAL 24 CANAL N87°43`48" E 1081021 EDGE OF WATER HEAD WALL e ---------------- -- -- -- -- ---------- -- ----- -- -- -- -- -- -- -- -- -- -- ----- -- -- -- -- -- -- -- -- -- -- ------------- -- -- -- ---------------------------------------------------------------------------------------------------------------------------------------------- S4ETO'ISR&C.--\ ASPHALT PAVEMENT ASPHALT PAVEMENT (ENCROACHMENT) CONC. WALK J 12.2 0.33' mo 44.08 1 1 co 58.3' 20.33' d I I " 9TREE I 1 I a � 5 RIM- 13.63 1 1 I _ 18" PLM -24" PALM I 1 L4 ® 1 ® ( 50.4' �\\ - 13.03 PAVER WALKWAY 15 OAK \ \ \ I 19" TREE 15 06 S CV cq \ \ ASPHALT 00 00 PAVEMENT 1 ---------------- o co \ 0MANHOLE SANITARY SEWER \----- --------------------------� \ �_ RIM= 15.02 (BENCHMARK) UTILITY EASEMENT C) x \ UTILITY EASEMENT ro o'� i� e ®RIM- 12.87 12' DRAINAGE EASEMENT 10 °' 1 1 �- / 3 SPACES c� c�►► - - 11 SPACES - - - / / - --- 71. /pa / �/ -- // ----- ------8" TREE --- 00 BUS SHELTER------�-----��`�� -- - �) - I-------- - � ----- FD. P.R.M. 90 44 7 ------------------ �---- ------------------------------------------------ ---t. 0 ___[71 NO J 8705400' W \SS \--TYPE "F" \06' 1081.02 CURB & GUTTER TRACT A (� 7' WIDE R/W DEDICATION L0 (P.B. 57, PG. 127, P.B.C.R.) ASPHALT PAVEMENT - '�� -'� NOTES: -- -- ------------------------------------------ ----------------- 1. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS SEALED BY THE SIGNING SURVEYOR. 2. THIS DRAWING IS THE PROPERTY OF SCOTT A. GUZZI & ASSOCIATES, INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF SCOTT A. GUZZI & ASSOCIATES, INC. 3. THE UNDERSIGNED HAS REVIEWED ATTORNEYS' TITLE INSURANCE FUND, INC. FILE N0. 06-824.051, DATED 6-9-06, FOR RIGHTS-OF-WAY, EASEMENTS, OR OTHER SIMILAR MATTERS OF RECORD. 4. LEGAL DESCRIPTION PER ABOVE REFERENCED TITLE COMMITMENT. ALL EASEMENTS PER RECORD PLAT UNLESS OTHERWISE NOTED. 5. THIS SURVEY DOES NOT PURPORT TO IDENTIFY IMPROVEMENTS BELOW GRADE, IF ANY, EXCEPT AS SPECIFICALLY NOTED HEREON. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO BOUNDARY LINES UNLESS NOTED OTHERWISE. 7. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH BOUNDARY LINE OF TRACT B, OF THE PLAT ENTTITLED, "CROSS CREEK CENTRE", PLAT BOOK 57, PG. 127, PALM BEACH COUNTY RECORDS. (BEARING S87° 54'00"W) 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO N.G.V.D.1929 AND ARE BASED ON THE PALM BEACH COUNTY ENGINEERING BENCHMARK B-21 RESET, ELEVATION - 18.61 9. FLOOD ELEVATION INFORMATION: COMMUNITY NO. - 120196 PANEL NO.- 0005 LOWEST FLOOR ELEVATION -16.0 DATE OF FIRM - 9-30-82 SUFFIX - C LOWEST ADJACENT GRADE - 15.7 FIRM ZONE - A7 BASE FLOOD ELEVATION - 12 DIAGRAM NO. - 18 10. PROPERTY ADDRESS: W. BOYNTON BEACH BOULEVARD, BOYNTON BEACH, FLORIDA 11. CONTAINING 197,820 SQUARE FEET, 4.54 ACRES MORE OR LESS 12. CERTIFIED T0: CROSS CREEK BOYNTON, LLC TYPE "D" BOYNTON BEACH BOULEVARD (SoRo,804) EASEMENT TO LAKE WORTH DRAINAGE DISTRICT (O.R.B. 5053, PG. 460) (O.R.B. 5053, PG. 465) BOUNDARY SURVEY CFIE-IN) SCALE: P=2aY SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY T AT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FO VEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT T TION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE TO THE BEST OF M K OV1�4 EDGE AND BELIEF. �, SCOT. G , PROFESSIONAL SURVE) FLORIDA REGISTRATION PSM AND MAPPER MBER 5108 3-28-16 DATE OF LAST FIELD WORK CONTROL V m z 1 I STRUCTURE m co U' co to m O y J z �rn �rioo RIM- 15.75 (G1 o C mr7�ao zm z Y ♦ n fl o 0:2NN , 10 U.E. TO FLO GAS v BPN WEIR- 14.50 W 1i. 6' C.B.S. WALL o U�4ti to m (O.R.B. 5623, PG. 1824) v w 3 m U 0 o t- m mm O LLI m � o � co N � ow Uw -0 F- z w U W fV > 1-0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z ASPHALT I I 15" TREE PAVEMENT I I 359.8' Lu w 58.2' I I `�1� ' EXISTING LLJ I 16.25' 2o.so' 0.33 I I ; ONE STORY C.B.S. 1 z 1COMMERCIAL M 0.33 3.33 0.33 3.33 3:30' 79 8 i BUILDING (ZONE: A7 (BFE=12) r 0:33' 0'33 0.33' I I I_ i -a -1 --- ----- UNDER CONSTRUCTION 0.33, _ 2.92' - - --- --------------------------------------------------- ZONE A7 (BFE=12) ZONE: B 0.33 3.33' ONE STORY C.B.S. 2.92. i ' ZONE B 1 1 0.30.33 COMMERCIAL BUILDING N I I � BUILDING HEIGHT- 15.8 1_ 2 TREE ELEV=16.00 0 333 a, 3 25� I I 18, 043 S.F. 1 I N 0 3.33' 3.33' _ (N.G.V.D.) N F.F.-16.0 J 12.2 0.33' mo 44.08 1 1 co 58.3' 20.33' d I I " 9TREE I 1 I a � 5 RIM- 13.63 1 1 I _ 18" PLM -24" PALM I 1 L4 ® 1 ® ( 50.4' �\\ - 13.03 PAVER WALKWAY 15 OAK \ \ \ I 19" TREE 15 06 S CV cq \ \ ASPHALT 00 00 PAVEMENT 1 ---------------- o co \ 0MANHOLE SANITARY SEWER \----- --------------------------� \ �_ RIM= 15.02 (BENCHMARK) UTILITY EASEMENT C) x \ UTILITY EASEMENT ro o'� i� e ®RIM- 12.87 12' DRAINAGE EASEMENT 10 °' 1 1 �- / 3 SPACES c� c�►► - - 11 SPACES - - - / / - --- 71. /pa / �/ -- // ----- ------8" TREE --- 00 BUS SHELTER------�-----��`�� -- - �) - I-------- - � ----- FD. P.R.M. 90 44 7 ------------------ �---- ------------------------------------------------ ---t. 0 ___[71 NO J 8705400' W \SS \--TYPE "F" \06' 1081.02 CURB & GUTTER TRACT A (� 7' WIDE R/W DEDICATION L0 (P.B. 57, PG. 127, P.B.C.R.) ASPHALT PAVEMENT - '�� -'� NOTES: -- -- ------------------------------------------ ----------------- 1. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS SEALED BY THE SIGNING SURVEYOR. 2. THIS DRAWING IS THE PROPERTY OF SCOTT A. GUZZI & ASSOCIATES, INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF SCOTT A. GUZZI & ASSOCIATES, INC. 3. THE UNDERSIGNED HAS REVIEWED ATTORNEYS' TITLE INSURANCE FUND, INC. FILE N0. 06-824.051, DATED 6-9-06, FOR RIGHTS-OF-WAY, EASEMENTS, OR OTHER SIMILAR MATTERS OF RECORD. 4. LEGAL DESCRIPTION PER ABOVE REFERENCED TITLE COMMITMENT. ALL EASEMENTS PER RECORD PLAT UNLESS OTHERWISE NOTED. 5. THIS SURVEY DOES NOT PURPORT TO IDENTIFY IMPROVEMENTS BELOW GRADE, IF ANY, EXCEPT AS SPECIFICALLY NOTED HEREON. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO BOUNDARY LINES UNLESS NOTED OTHERWISE. 7. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH BOUNDARY LINE OF TRACT B, OF THE PLAT ENTTITLED, "CROSS CREEK CENTRE", PLAT BOOK 57, PG. 127, PALM BEACH COUNTY RECORDS. (BEARING S87° 54'00"W) 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO N.G.V.D.1929 AND ARE BASED ON THE PALM BEACH COUNTY ENGINEERING BENCHMARK B-21 RESET, ELEVATION - 18.61 9. FLOOD ELEVATION INFORMATION: COMMUNITY NO. - 120196 PANEL NO.- 0005 LOWEST FLOOR ELEVATION -16.0 DATE OF FIRM - 9-30-82 SUFFIX - C LOWEST ADJACENT GRADE - 15.7 FIRM ZONE - A7 BASE FLOOD ELEVATION - 12 DIAGRAM NO. - 18 10. PROPERTY ADDRESS: W. BOYNTON BEACH BOULEVARD, BOYNTON BEACH, FLORIDA 11. CONTAINING 197,820 SQUARE FEET, 4.54 ACRES MORE OR LESS 12. CERTIFIED T0: CROSS CREEK BOYNTON, LLC TYPE "D" BOYNTON BEACH BOULEVARD (SoRo,804) EASEMENT TO LAKE WORTH DRAINAGE DISTRICT (O.R.B. 5053, PG. 460) (O.R.B. 5053, PG. 465) BOUNDARY SURVEY CFIE-IN) SCALE: P=2aY SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY T AT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FO VEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT T TION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE TO THE BEST OF M K OV1�4 EDGE AND BELIEF. �, SCOT. G , PROFESSIONAL SURVE) FLORIDA REGISTRATION PSM AND MAPPER MBER 5108 3-28-16 DATE OF LAST FIELD WORK PROJECT NO. 05-921 SHEET NO. 2OF2 V m z �oLu -..1 m co U' co W m '" m y A J z �rn �rioo C mr7�ao zm z Y ♦ n fl o 0:2NN v EU - W 1i. o o U�4ti m v w 3 m U 0 o t- m mm O LLI m � o � co N � ow Uw -0 F- z w U W fV > 1-0 PROJECT NO. 05-921 SHEET NO. 2OF2 O m z �oLu -..1 W = U W CL A zm z Y � J mm Zm v Q W V m mm O LLI m � o � co N � N M F- z w U W fV W C3 C3 PROJECT NO. 05-921 SHEET NO. 2OF2 LEGAL DESCRIPTION* TRACT B, CROSS CREEK CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 57, PAGE 127, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. N870 43'48'-'E L.W.D.D. LATERAL 24 CANAL SET I/R&C4.00'S. _ — ——--- HEAD WALL —_---------------------- ------------------------------------------------------------------- EDGEOF WATER 1081 0 21 --------------------------------- -- -- -- -- -- -- -- -- -- -- -- ---- CONC. A/C PAD (TYPICAL) WOODEN CONC. EASEMENT TO LAKE WORTH DRAINAGE DISTRICT o CON(. GRASS o� • GRASS DUMPSTER o 10' U.E. TO FL GAS (O.R.B. 5053, PG. 465) GRASS 0) CON(. A/C PAD GATE 6' C.B.S. WALL ENCLOSURE o CO.R.B. 5623, P 1824) (O.R.B. 5053, PG. 460) DUMPSTER 6' C.B.S. WALL (TYPICAL) 6 \\ QQ — — O — — � GREASE TRAPS(2) '� ENCLOSURE r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Z—: — — — — — — ASPHALT �I -- ------ --- ------ ------------A(S'HAI1---------- --------- ------ n — — — — — — — —------------- — I PAVEMENT w 19 PACES8 4' 265.6 ROOF OVERHANG I I (45.00' S.)I PAVEMENT CON(. PAVEMENT LQl 30.2' I/R&C. I GRAss I 359.8' i CON(. j 19.4' ONE STORY C.B.S. 19'4' w I ONE STORY C.B.S. COMMERCIAL BUILDING I ONE BUILDING ONE STORY C.B.S. I I TYPE "D" CURB i a I I I I W COMMERCIAL BUILDING (TYPICAL) I I I M. - - BUILDING HEIGHT- 13.0 a I BUILDING HEIGHT- 15.8 I x IN H S T I A a I UNDER CONSTRUCTION I - 18, 043 S.F. a n cm N 1 ONE STORY C.B.S. _ _ _ _ _ _ _ _ _ I °' F.F.-16.0 ROOF OVERHANG _ i \ o ,� a? _ _ _ _ _ _ I co a F.F.-16.0 I �� COMMERCIAL BUILDING *-�-------------------w- I - ----------------------- --------------------ZONE A7 (BFE-1---------ZONE:B----- w �- i _ r - j Q -------- -- -i ---------- ---- t° `� __� _ ZONE A7 (BFE=12) i 47 ELEV-16.00 i I o a to w I w ZONE: B --� N-------- i I -- —— Z N I (N.G.V.D.) ( I V) o w U 0 12.2 I �' i 180.0' I �' a v I a 135.4' > i I I Ln C��(� I 46.0' I I/ I— I 50.4 S� i PAVER WALKWAY I I LCA I• 46.0' I 30.0' \� I �� O• � PAVER WALKWAY _ 50.4' '�\ __---_—__ 3 \ \ Iil \ �// LANDSCAPE \ 1-6 5 SPACES (U S AC .S 6 SPACES (�j+ — — — — GRA -- TTI( 0 ---- ��_ -- — --- _ I N i \ \ -------I O - — --------------------------- _ __�--- ---- PAVEMENT 15'MAINTENANCE ACCESS EASEMENT-----^ O I J - - - - - - - - - ^ I I - - -' Da pG �- - -- 0-- --^ - - - - - - - - - - - - - - - - � /1 SANITARY SEWER ^ UTILITY EASEMENT UTILITY EASEMENT r �. O /\ \ — — — fD�A — — — MANHOLE (TYPICAL) —� — � oa —�-UTILITY °° EASEMENT N SP S — GEE EHNT — — — —ZILE �. 11 SP CE ® 2 SACS I LANDSCAPE 5 PACS ® 'D a AG E EM NT 6 SP ES 1 M FD. —LANDSCAPE --- BUS SHELTER -----7771_LANDSCAPE -- ---- — —_--------IA �{ --------ID�---- ❑ —}LANDS( E — — — — — — _ LANDSCAPE C.B.S. WALL LANDSCAPE \ P.R. L — — C.B.S. WALL FD. (ALK —--------- _ ❑ I/R&C. _ — n rrnklfl %uei v S870 54'0011W \ TRACT A \\\___ 7' WIDE R/W DEDICATION LO ASPHALT TYPE "F" (P.B. 57, PG. 127, P.B.C.R.) PAVEMENT CURB &GUTTER -- - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - TYPE "D" CURB SEE SHEET 2 OF 2 FOR DETAIL OF THIS AREA TITLE REVIEW NOTES: ATTORNEYS' TITLE INSURANCE FUND, INC. FILE NO. 06-2006-6635, SCHEDULE B-11 DATED JUNE 9, 2006 6. MATTERS CONTAINED IN PLAT BOOK 57, PAGE 127, AFFECT THIS PROPERTY AND HAVE BEEN PLOTTED HEREON. 7. EASEMENT GRANTED TO THE CITY OF BOYNTON BEACH RECORDED IN OFFICIAL RECORDS BOOK 2905, PAGE 1394, AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. 8. EASEMENT GRANTED TO FLORIDA POWER & LIGHT COMPANY RECORDED IN OFFICIAL RECORDS BOOK 4387, PAGE 656, AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. 9. EASEMENT AS SET OUT AND RESERVED IN INSTRUMENT RECORDED IN OFFICIAL RECORDS BOOK 5053, PAGE 465, AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. 10. EASEMENT GRANTED TO FLO GAS CORPORATION RECORDED IN OFFICIAL RECORDS BOOK 5623, PAGE 1824, AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. 11. EASEMENT GRANTED TO THE LAKE WORTH DRAINAGE DISTRICT RECORDED IN OFFICIAL RECORDS BOOK 5053, PAGE 460, AFFECTS THIS PROPERTY AND HAS BEEN PLOTTED HEREON. BOYNTON BEACH BOULEVARD (S.R.0004) BUILDING SETBACKS FRONT 40' REAR 40' SIDE 25' TYPE "D" CURB PARKING SPACES REGULAR 174 PARKING HANDICAPPED PARKING 6 TOTAL 180 TOTAL 167 REQUIRED � 10' UTILITY EASEMENT (O.R.B. 2905, PG. 1394) 10' F.P.L. EASEMENT ASPHALT (O.R.B. 4387, PG. 656) PAVEMENT TYPE "F" 10 81.0 21 CURB & GUTTER--\ BOUNDARY SURVEY (TIE-IN) SCALE= V=40' SURVEYOR'S CERTIFICATION: I HEREBY I Y :THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STAND S 0 SURVEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURS T 0 SECTION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE TO THE BEST OF Y/P10WLEDGE AND BELIEF. 3-28-18 SCOlcr'A. GUZZI, PSM PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NUMBER 5108 DATE OF LAST FIELD WORK U Z h U � LLj z W W [L O Q r) U w_ U OD to V co A LIJW o 0 � 0) go 004 40 0 a m 00 i 7 A N N �� N 0) .a• , U sf �Q-� � N W ILL. o too.. c°�KCL 3 (ID V L m �1 VJ rr� v, m r m om 9 'L21 > a J�4 ofV 00 cq O V) o W N M W a U -0 E PROJECT NO. 05-921 SHEET NO. 1 OF 2 O Wm O LLj z W W [L J U w_ U A LIJW M V� w Zt Q Z J mo z Y m O r ` ir o W ILL. Q U Q) �1 VJ m r m om 9 'L21 > a J�4 ofV 00 cq ^ u` z z w W N M W a 0 E PROJECT NO. 05-921 SHEET NO. 1 OF 2 x NOTES: 26002045 1. FULL DRAINAGE PLANS, INCLUDING CALCULATIONS, IN ACCORDANCE WITH 2010 LDR, SANITARY SEWER MAIN CHAPTER 4. ARTICLE VIII,,SECTION 3.G. WILL BE REQUIRED AT TIME OF PERMITTING. EXISTING 2. DUMPSTER SHALL PROVIDE A MINIMUM BACKING CLEARANCE OF 60 FEET FOR SOLID ® WASTE TRCKS AND SALL ALSO MEET THE 2010 LDR, CHAPTER 4, ARTICLE VI, SECTION 3.E MANHOLE AND SECTION 4.C, IN ACCORDANCE WITH THE ENGIEERING DIVISION STANDARD DRAWING G.4. EXISTING 3. PRIOR TO PERMIT APPLICATION. CONTACT THE PUBLIC WORKS DEPARTMENT (561-742-6200) A/C PA24" REGARDING THE REMOVAL OF REFUSE DURING THE CONSTRUCTION PHASE PER THE CODE, SANITARY SERVICE SECTION 10-26(a). ST. WOODEN EROSION CONTROL PROGRAM: WHITE STOP BAR (T) EXIST. CB (2) STOP SI GN (R1-1 ) 3 "filuEL�.140325' CLEARING AND GRADING OPERATIONS WILL BE MINIMUM FOR THIS SITE. LAND DISTURBING WILL BE SCHEDULED EXIST. 6' C.B.S. WALLE TO LIMIT EXPOSURE OF BARE SOILS TO EROSIVE ELEMENTS. STORM WATER MANAGEMENT STRUCTURES WILL C.A.P. BE EMPLOYED TO PREVENT EROSION IN AREAS OF CONCENTRATED WATER FLOWS. DISTURBED AREAS WILL - - - BE GRASSED IMMEDIATELY AFTER GRADING IS COMPLETED. TEMPORARY AND PERMANENT VEGETATIVE PRACTICE (R5- ) ( SHALL BE AS FOLLOWS: PROPOSED SEED SPECIES APPLICATION/ ACRE -00- (PERMANENT) LIFT STATION ST. AUGUSTINE GRASS 10 LBS/ ACRE X 30" ) (TEMPORARY) BAHIA 10 LBS/ ACRE FERTILIZER SHALL BE APPLIED AT A RATE OF 1,000 LBS./ ACRE. LIME SHALL BE APPLIED AT A RATE OF 1,500 LBS./ ACRE. MULCHING SHALL BE SPREAD AT A RATE OF 1.5 TONS/ ACRE. o r SEDIMENT CONTROL PROGRAM: Q SEDIMENT CONTROL WILL BE ACCOMPLISHED BY THE INSTALLATION OF SEDIMENT BARRIERS IN AREAS OF CONCENTRATED WATER FLOWS. VEGETATIVE COVER WILL BE ESTABLISHED ON ALL DISTURBED AREAS. MAINTENANCE PROGRAM: EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF APPROVED PLAN V DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. SEDIMENT CONTROL STRUCTURES WILL BE CLEANED AND THE SEDIMENT WILL BE SPREAD ON SITE. SEDIMENT AND EROSION CONTROL MEASURES WILL L E G E N D REMAIN IN PLACE AND BE MAINTAINED UNTIL THE DISTURBED AREAS ARE STABILIZED. zo NOTES: SCI SILT FENCE 1. ALL ELEVATIONS REFER TO N.G.V.D. (NATIONAL GEODETIC VERTICAL DATUM) IN FEET. 2. ALL AREAS CLEARED AND GRUBBED BEYOND THE EDGE OF PAVED AREAS WILL BE GRASSED AND MULCHED IMMEDIATELY AFTER GRADING IS COMPLETED. THESE AREAS WILL BE REGRASSED AFTER THE CONSTRUCTION s1 DISTURBED AREA STABILIZATION, OF ALL UTILITIES ARE COMPLETED. WITH TEMPORARY SOD 3. ALL AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED SIMULTANEOUSLY WITH THE Z S UEROSION ARETSTABNIIZEF THE LAND AND SHALL REMAIN FUNCTIONAL UNTIL THE CONTRIBUTING DISTURBED AREAS DISTURBED AREA STABILIZATION, 0 4' ALLEROSION ANDS SEDIMENT CONTROL DEVICES SHALL BE BUILD IN ACCORDANCE WITH THE APPROPRIATED WITH TEMPORARY SEEDING CODES AND 5. ALL EROSION AND SEDIMENT DEVICES SHOWN SHALL BE SEDIMENT BARRIERS (S.D.I.) CONSTRUCTED OF AN DISTURBED AREA STABILIZATION, APPROVED MATERIAL. WITH PERMANENT SOD G. EGRESS FROM SITE MUST BE CONTROLLED SUCH THAT VEHICLES LEAVING SITE MUST TRAVERSE CONSTRUCTION W EXITS TO REMOVE MUD FROM TIRES. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL COORDINATE ALL WORK C CONSTRUCTION ENTRANCE / EXIT WITH THE OWNER AND UTILITY COMPANIES. ONE STORY C.B.S.W 8. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED DAILY AND REPAIRED / CLEANED AS NECESSARY. a . ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED AS DEEMED NECESSARY \_ BY ON-SITE INSPECTION. 9. AFTER CONSTRUCTION OF THE STORM SEWER SYSTEM, PROTECT ALL INLETS UNTIL CONSTRUCTION IS COMPLETE. 10. SILT FENCE AND WIND SCREEN ALONG PERIMETER IS APPROXIMATELY 772 LINEAR FEET. 11. CONTRACTOR SHALL PROTECT ALL INLETS IN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THIS PROPERTY. 0 L.VV.D,D. LATERAL 24 CANAL EXIST. HEAD WALL N87° 43' 48 "E 1081-02' J ! EXIST. 12' DRAINAGE EASEMENT EXIST -3 P.. SERV. I - EXIST CONC EXIST. C EXIST. i ASPHALT PAVEMENT CORE EXIST. CB ro RIM EL. 15.75 INV. EL. 9.75(S) co INV. EL. 9.50(N) 3 INV. EL. 9.50(E) NEW EXISTING Lo ONE STORY C.B.S. o COMMERCIAL BUILDING RIM EL. 13.630r'; 14.38 14.76 { RIM EL.-3.96--"'�k Ln N ° 14.80 FIN. FLOOR ELEV.-16 98'-N.G.V.D. 16.05 14.27 ONC. FLUME EXISTING ASPHALT PAVEMENT EXIST. TYPE "D" MOR. -t -NE -WAY SIGN DUMPSTER ENCLOSURE ttv 11 14.73 r FA EDGE OF WATER _IST. 30' LAKE WORTH DRAINAGE DISTRICT EASEMEN�� EXIST. 10' U.E.E. TO FLO R.B. 5053, PG. 465) (O.R.B. 5623, PG. 1824)(O.R.B. 5053, PG. 460) GREASE TRAPS(2) PAVEMENT EXISTING ONE STORY C.B.S. COMMERCIAL BUILDING "B" 18. 043 S.F. " F.F.E. 16.00' N.G.V.D. TYPE D CURB HANDICAPPED RAMP (TYP.) 1:12 MAX. SLOPE PER ED0T,INQEX NO, _304 15.82 15.697 15.85 15.84 EXIST. 20' UTILITY EASEMENT ---EXIST. 20 D.I.P. F.M. PROP. LIGHTS (TYP. ) EL. 10.00(E) BOYNTON BEACH BOULEVARD (S -R, 8WATER LEGEND PROPOSED WATER MAIN FINAL AS -BUILT SURVEY - - - - EXISTING WATER MAIN GATE VALVE 0 8 16 24 32 40 80 120 SCAtE m FEET 1' NOT A BOUNDARY SURVEY AS -BUILT PLANS PREPARED BY: VIC-SCOTT LAMS Stet ilm & W wim SURVEYORS AND MAPPERS Certificate ofAuthor)zation No. L.B. 6893 7041 W. COMMERCIAL BOULEVARD. SUITE 6C TAMARAC, FL 33319 PH: (954) 722-8500 �.�, FAX: (954) 722-8502 t. MR 1410 1= SM = . bm SK w molm RAW ow Ana ageri�rm(Is �r An a 3, a! in s � erne m wiar a tom.Ammounm A � IIMl�LT -�-�- PROPOSED F I RE HYDRANT W/ (-DQ- EXISTING FIRE HYDRANT W/GATE VALVE --�- PROPOSED GATE VALVE --�- 'E'X I ST I NG GATE VALVE PROPOSED REDUCER -�- EXISTING REDUCER PROPOSED WATER SERVICE - - - - EXISTING WATER SERVICE PROPOSED BACKFLOW PREVENTER EXISTING BACKFLOW PREVENTER t(POSED FIRE DEPARTMENT CONNECTION. IFICATION: I HER C Y AT -THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STAN DS SU YS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, I PURS NT 472.027. FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE TO THE `� 8 ATEE G F; BES OF N AND BELIEF. ., A f 0 1 . ! IN v OFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NUMBER 5108 0 O m UllW Z C m PROJECT LOCATION W. BOYNTON BEACH BOULLVAKU LOCATION SKETCH NTS LEGAL DESCRIPTION: TRACT B, CROSS CREEK CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 57, PAGE 127, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. EXIST. TYPE "D" SEWER LEGEND 26002045 PROPOSED SANITARY SEWER MAIN - - - - EXISTING N870 43 `48 "E 1081.02' ® PROPOSED MANHOLE 0 EXISTING EXIST. CONC. A/C PA24" PROPOSED SANITARY SERVICE - ST. WOODEN SANITARY SERVICE WHITE STOP BAR (T) EXIST. CB (2) STOP SI GN (R1-1 ) 3 "filuEL�.140325' T EX IST. EXIST. 6' C.B.S. WALLE ETYPCONC30" C.A.P. - - - (2) DO NOT ENTER SIGNS (R5- ) ( ) ERONC. ENCLOSURE PROPOSED LIFT STATION -00- EXISTING LIFT STATION X 30" F ---i o r Q ov d M O tT V oke zo EXIST. ASPHALT ANN zoo PAVEMENTEXISTING Z VV) .. .. nUL ,qA/CPAD oM W o ONE STORY C.B.S.W a . \_ - J d 0 v w O N // < 0 COMMERCIAL BUILDING "A" a = J + EXIST -3 P.. SERV. EXIST. CONC. i L0 L0 X0,0) ;z r= J W 15.374 S.F. F.F.E. 16.00' N.G.V.D. Q' co3 Z Y (_ Q �CIL LL_ EXIST. SAN. cn 3 N 3 c�Lo f o z EXIST. SAN. MH m RIM EL. 15.06 INV. EL. 9.25 00 x,, ao v Qouo x cr s `� U RIM EL. 15.06 INV. EL. 8.01 (W) EXIST. 4" P. 0 2-2" AMES-400 Z 0 r CrJ .- j N N UJUJ ONC. WHEEL STOP a S SHOWN (TYP.) Q e w w .. .. J w INV. EL. 8.11 (E) GATE VALVE U w U EXIST. CLEAN-OUT X ST. LEAN -OUT EXIST. PAVER WALKWAY L ; C� EXIST. 6" P.V.C. SAN. AT EXIST. FH O " P.V.C. n-- J L W L U a N I o EXIST. 6" G TE VALV IS (2) 2" tTR C W C� ° -I- U c T O I N ; N � m W > W m n E ST. EXIST. ASPHALT EXIST. 15' MAINTENANCE ACCESS EASEMENT,,,,EXIST. 4" FIRE SE . j U U 95', PAVEMENTI ° OF EXF IL. TRENCH 0.00% EXIST. 103 Cf SL8PE 257 LF 15" eAP W/ 180 tf r r n V J . 0 O V. EL. 10 00' (NI,E, EXIS "X4" C rvr nrr n u T 0 _ O I EXIST. TYPE "D" SEWER LEGEND 26002045 PROPOSED SANITARY SEWER MAIN - - - - EXISTING SANITARY SEWER MAIN ® PROPOSED MANHOLE 0 EXISTING MANHOLE 1 PROPOSED SANITARY SERVICE - EXISTING SANITARY SERVICE I PROPOSED FORCE MAIN C.A.P. - - - EXISTING FORCE MAIN -*W PROPOSED LIFT STATION -00- EXISTING LIFT STATION �- 10' UTILITY EASEMENT (O.R.B. 2905, PG. 1394) 10' F.P.L. EASEMENT EXIST. ASPHALT (O.R.B. 4387, PG. 656) PAVEMENT DATUM: ELEVATIONS SHOWN HEREON ARE RELATIVE TO N.G.V.D. 1929 AND ARE BASED ON THE PALM BEACH COUNTY ENGINEERING BENCHMARK B-21 RESET, ELEVATION = 18.61 PER SCOTT A. GUZZI & ASSOCIATES, INC. LAND SURVEYOR EXIST. et)Ne;- S87°54'00"W 1081.02' EXIST. 8" WATER MAIN EXIST. 20" D.I.P. F.M. CAMERO & ASSOCIATES, 26002045 INC. CIVIL ENGINEERS PLANNERS CAMERO & ASSOCIATES, INC. EB NO. 0004275 JORGE L. CAMERO, P.E. FLA. REG. NO. 32545 7400 SW. 50th TERR. SUITE 204 MIAMI, FL 33155 (305) 665-7602 FAX (305) 665-8488 OUR JOB NO. 13-121 m a AA 26002045 Issue: Date: 1. REV. PER REVIEW COMM. JLC 07-11-13 X11 Q 0 F ---i o r Q ov d M O tT V oke zo W ANN zoo Z VV) .. .. nUL oM W o -'.1 a . \_ - J d 0 v w O N // 0 + U i L0 L0 X0,0) W Q' �CIL LL_ 00 c�Lo m ao v Qouo ovv �U QkoLo 0 r CrJ .- j N N Q w .. .. J w U w U L O n-- J L W L U a N m C W ° -I- U c T O m W > W m U U ° N m r n V J 0 O C T 0 O m U M J L2 N M j O z Q N !nn V J V) J V N � z � CD W m z z Q z m Q Q °- 3 D a L �- + m Q CD � z o > > Ld p O a- . E41 (3%m =x m GN m m I � I • r z 53' : r ------------------------- I - ;; rI 4 rrT , I . ............... ... .....,,--- ."----- ... .". X: a i : • I r- 4 I , I X : I firt HrI • ;'` I i t t l x ,I "XI rrr ` - I Cn ' 5 I I ......"..".....".I Z-40 T— T �� a I>-uj m n r-uj - m ' X MC - a]>. ;-� f r- s - X m7n Ijw,ujN / r .Ae r .. , • 1. .. f : i ,it . I .-., ........ 1 I _. I f I i I i - I ; , xX mm CJ cn� I I I a0....... �C ;I I ---� j:3 to _ : r- __._ rn • r ..• rnrn........ > , r i r�r ,,ir ,yr rt' I I + I �............. - • : r • ' r it it .. I I I ....".ir"......".".✓3 .................. ..................... , rh 2 125 mV _SRI �4 —1 0 • I I I co X X X X x m r � r m 1� z z b IM �( rnp A m -r z -3 I71 z z z m m rr-r z z_ cry I: X X x I , r • - I • : I r • Ir r LO Lo Lo 06 m C , 111 111 `s_ I I I it zI s • ✓ r E: i 1 1 y BOJ P Xrn , r I I i7 r r I s IM f I J y 5 ES m r: • r f : , r 4 i Itwin r �' i • r' i f • . let Job No.: DY201207 :-CROSS CREEK CENTER Drawn: Checked: Date: 12-12-12 -I3Y3 -W--Eo;nton :Bja�zrr Blvd. Boynton Beach, Florida ALL RIGHTS RESERVED 4f z AM, N > DORSKY+YUE INTERNATIONAL q ARCHITECTURE 0 CLEVELAND FORT LAUDERDALE WASHINGTON D.C. P: 216.468.1854 P: 954.743.7830 P: 202.776.0400 F: 216.464.3610 F: 954.524.8604 F: 202.776.9347 p 0 Y Job No.: DY201207 :-CROSS CREEK CENTER Drawn: Checked: Date: 12-12-12 -I3Y3 -W--Eo;nton :Bja�zrr Blvd. Boynton Beach, Florida ALL RIGHTS RESERVED 4f z AM, N > DORSKY+YUE INTERNATIONAL q ARCHITECTURE 0 CLEVELAND FORT LAUDERDALE WASHINGTON D.C. P: 216.468.1854 P: 954.743.7830 P: 202.776.0400 F: 216.464.3610 F: 954.524.8604 F: 202.776.9347 p 0 L.W.D.D. LATERAL 24 CANAL — — --------------------- k -------- SUBJECT PROPERTY LOCATION SKETCH NTIS LEGAL DESCRIPTION: TRACT 5, CROSS CREEK CENTRE, ACCORDING TO THE FLAT THEREOF, AS RECORDED IN FLAT 500K 5l, PAGE 121, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, . ............ mxW OF WATER W,W,iA WgF- ----------------------- ..... ------------------------------------- -------- --------------------------------- ...... -------- .......... ----------------- ......... ...... .. ............ ---- .......... -- .. ..... .. .................................. -- . ......... ...... . ..... ................ EXIST. CONC. A/C PAD `TMP) -EXIST. (P'C.5A WALL XIST. CONC. EXIST. 30 LAKE WORTH DRAINAGE DISTRICT EASEMENT --i.," EXIST. CONC. EXIST. CONC. A/C PAD DUMPSTER (OR5. DM3. M 465) EXIST. 6'CJ5b. WALL ENCLOSURE (Oxa $M, m 4") DUMPSTER L• (TVP) GRE AGE TRAM2) ENCLOSURE ........ ....... ....... ... 7�- ....... ..... ....... .... ....... ........ . . ... ... ASPHALT ...... -- ---- EXIST. ASPHALT ....... ..... -------- ....... ........ -------- P, PAVEMENT PAVEMENT EXIST. ASP14ALT -------- ........ ........ ........ ........ ........ ........ ....... ........ SAWCH sld� ;pv ASPHALT GE ...... ..... EXISTINGs ONE STORY C-5-6. SL MATCH EXIST. GRADEED > ro SAN. DELI&P, SERV. ACAKIAIT QCr-1re=A*rfeW 1/8')Fr. SLPPE MIN. t:X1*-FIr<x UM tITUKT 14-�Mr-K--IAL MIJILDINFa 5 oulL.L.11mx -A EXISTING1 (TYPa ONE STORY C ------- 150hAF PVZ Mwl� ......... . I "' -;) I FF.E. *90, NavD. COMMERIC:IAL 5UILP[Ws EXIST. SAK MH FF.E. *00, N&VD. i L F.I.CXM I EXIST W M141 - EXIST. ASPHALT PAVEMENT (ENCROACHMEW RIM 14.i9 ..... ------- sz (W2 SA* I W. 4i IRV. EL. (PAS (a) 2, INV. EL. CIS (E) —AA r6kop: A�Ei-4�1 ..... . ........ .. . .... — — A INV. EL O(I (E) EXIST. CLEAN-OUT EXIST. PAYER WALIQWAY EXIST. PAYER WALKWAY -OUT EXIST. (p PY.C. SAN. LAT. Em. CLEAN -1 -4 L--Wl - % ...... ....... f6p PVL 5 .... ........ ....... ........ P.Yjc. SAWL -? EXIST. N ........ ...... EXIST. (2) 2' W. MER1 r -A -r= MERI EXIST. 6'GATE 2-� T1 EtT ........ ........ 1jjjj \0 . ...... U • X2, PI 9'4RA4 I z- -1- 1- 1 1 ---- --- MST. 4- SERVI 21 CORP. STOP EXIST. VALVE ... .... .... ... ..... .... .... .... .... - - - - - - - 4=-- .... .... .... .... .... .... mylm ... .... <=� .. ... EXIST. ASPHALT - - - - - - 47 - EXIST. V4VAE - - - - - - - - - - - - - IBM IST. 20- UTILITY EA --- - - - - - - - - - -- ..tEMENT EXIST. V WATER MAN PAVEMENT 1100". - - - - - - ----------- - ------ - - - ------------ - - - - - - - - - - - ... ... 9-11\1 .... ..... .. EX.- L - - - - - - - - - - :15f, IyraT My NO 1". EXIST. WOODEN GATE LLJ - -.... I zz — - — . �1 .. .... [".. - -- - - .... ..... . EXIST. a, ISATE VALVE T YC DI uLn j- I I- I - F - - - f F -T -1 T' -T F T '-1 F --- I F "T"" I ... I . .... I ..... . 1" 1 T E IST. ................ W". c%vL.-J-1 J- LJ -i :,,L Ll J- 1-11 -f i- L-1 J- Ll -i L Li J- Ll -i J- 1-1 -L L-1 EXIST. VX6' SEDUCER 101 m L TE;'Irz,�9- L I -i L XI J Lj EXIST. 2v pm. ;!g Lj Li - ---- ---- - -- ---- --- ..... . .... .. - .... .... ... .... .... EXIST -C, B.S. WALL--, - k ... .... ..... . . .... 7 - - - -------- ......................... ------ ------- --------------------------- - - - - - - - --- 20 wp. f:m. -45 ........ .......... ------ .......................... .... ..... .. .. .... ..... .......... - - - - - - - -------- ----- - ------ 3 — — -------- ------- - �`� . ....... R E� . ..... ..... . --- ... ... . ..... . ...... EXIST. S' SAK SEWE .. 1 :1 �- - ..... . ..... ...... ....... ....... ....... ........ ........ ........ ........ ........ ........ ...... . AL 10'UTILITY EASGMENT EXIST. 6' WATER MAN ------ . -�T' — < ---- -- ....... -------- -------- ------- (Opts.13%) EXIST. 2ir DIP. Fill. cq EXIST. TEL. LINE Ew.smmg ---- ------- —Iol FPL. gaEFENT MOT. 6'xb' TAPPING "EYE in RIM EL. 13.20 (oilt5.4381, M 656) ......... .... ... ........ ........ EXIST. &'WATERMAN I ... ... ....... EXW, lrmL.., t -W.- . . ....... ........ ........ ------- ........ ------- ........ ........ b'TAFPNCs VALVE NWEL. PAVEMENT .... .. ........ ......... ................ .............. I ................................... EXISTING EXIST. 8' SAN. SEWER INV. EL. 636 (W) r 1-10 ---------- ....... ...... -- — -------------------- ...... IKK �-- ...... ..... .............. All ---------------- --- — --- si;;;� . ........ ... . ..... ....... ...... owl', ........................................................................ .............................................. . . . . . . . . . ........ ........ ........ ........ ........ . ..... ........ ...... . . . . . . . . . .._._......--•'•• ........ ........ ....... ........ ........ ........ . . . . . ._..M... .u....., . . . . . . .—. . ........ ................ ....... ........ ........ ....... . . . . . . . . . . . . . . . . ........ ........ ........ ........ ........ ........ ....... =INI 17--tl e* C* . . . . . . . . . . . . ........ ........ ........ ....... ........ ........ ....... M . ........ ........ •....... ........ ........ ........ ....... ........ ........ ........ ........ ....... — — — — — — — — — — — — — — -------- -------- -------- -------- -------- ------- -------- . . . . . . . . . . . . ........ ........ ....... . . ..... ........ ........ ........ .. .... ........ ........ ........ ........ ........ ....... ........ ........ ........ ........ ........ ....... ........ . . . . . . . . ........ ........ ........ ....... ........ ........ ....... BOYNTON BEACH BOULEVARD804(S.R. ) WATER LE SEWER LEGEND FT�POSED WATER MAIN PROPOSED SANITARY SEWM MAIN - - - - EXISTING WATER MAIN - - - - EXISTWs SANITARY SEWER MAIN -*w PROPOSED FIRE HYDRANT W/GATE VALVE PROPOSED MANHOLE EXISTIW-s FIRE HYDRANT W/GATE VALUE 0 EXISTWx MANHOLE )POSED GATE VALVE 1 PROPOSED SANITARY SERVICE EXISTING GATE VALVE EXISTINGSANITARY SERVICE PRoposEo REDUCER EXISTING REDUCER PROPOSED FORCE MAIN PROPOSED WATER SERVICE - - - - EXISTING FORCE MAIN - - - - EXISTM WATER SERVICE -So- PROPOSED LIFT aunoN NN PROPOSED 5ACtQ=LOW F)REVENTER -CC- rzxir:,TIW* LIFT STATION WATER + SEWER PLAN IM -4 r=xtemws eAcKpLow PREYENTr=R 0 8 16 24 32 40 so 120 (K PRoposEo FIRE DEPARTMENT cowEcvoN. SCALE N FZFr I' - 40 =0 - CO AND MATERIALS SHALL 5E IN ACCORDANCE WITH WATER AND WASTEWATER SERVICES STANDARDS AND SRCFICAT0* PLANS ARE IN ACCOFVANCE WITH WWS MNIKIM DRAM14S REQUIR1MITS DATED 0203WL THE VERTICAL DATUM USED FOR THESE DRAWINGS WAS NSVD I923 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 071 .. . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C.) L... < y eL AUS c R L"i L 0;, Tq nwmi-ofni; IV:: CAMERO + ASSOCIATES, INC. CIVIL ENGINEERS PLANNERS CAMERO 4 ASSOCIATES, INC. E5 NO. 0004215 JORGE L. CAMERO, P.E. FLA RE -a NO. 32545 1400 SW. 60th TERR. SUITE 204 MIAMI, FL 33155 (M*) 665-1602 FAX (3305) 665-8455 70�1 142' TYPE 6-3 ,Cc Sr - SLOPE VARISS I SLOPE VARIES I S' LIFERxK BASE, PRIMED, COMPACTED L-12' COMPACTED SUBCRApE TO A MIN. W PERCENT DENSITY W/A Ca'1PACTED TO A MIN. W% MIA. CALCIUM CONTENT OF 60 PERCENT DRY DENSITY IN ACCO WANCE WITH AASHTO T -W PAVEMENT SECTION - ON-SITE ASP CO s 6' WIDENING EXISTING AACUT TOA NEAT STRAIGHT LINE (PARALLEL OR PAVEMENT 7 PERPENDICULAR TO RUN OF ROAD) PROPOSED PAVEMENT EXISTI BASE i4 D BAS SAWCUT DETAIL mi11 �� v � ... 111,11 iihn;ew 76, F 2'-0"TO EDGE OF PAVEMENT 6'–O" " 7'_G" 5 A 1'–O" 2-1/2" # 4 REBARA� SECTION A—A CONCRETE WHEEL. STOP DETAIL 1 DORSKY+YUE INTERNATIONAL'S =LANTING C C 9" I'-6' 9" 5' WIDE SOD UNLESS 4' OTHER TREATMENT CALLED I 3" FOR IN PLANS SECTION 0-0 FLUKE DETAIL :TAELE 0RNINS3 (TRUNCATED DOMS) ICE AS PER ADA (429) H.C. RAMP DETAIL(1:12 TYPE 'A" JOINT TYPE 'B" JOINT PC 'R TYM Aw Jo r 5'-0' MIN. LINE VINWE Tl'P. A :W SIDEWALK EXIS ANG 114' PER FT. SLOPE SIDEWALK A TYPE "A" JOINT gEC-npiy A—A PLAN TABLE OP SIDEWALK JOINTS THICKNESS - 'T' 'T' LOCATION P• - OF CURVE .A. gff P.C. NG AND IISTILOCATION .B" 5'-0' CENTER TO CENTER Q ON SIDEWALKS 'C' COC D R WAYS T1(PE 'B" (8D JONITS) SIDEWALK JOINTS JOMS) TABLE OF SIDEWALK THICKNESS - 'T' 'T' LOCATION 4" RESIDENTIAL AREAS 6' AT DRIVEWAYS AND OTHER AREAS TYPICAL SIDEWALK DETAILS .:frf ........... FA + DRA44AGE NOTED� �t , L _ y r Q BE REMOVED AND REPLACED WITH COMPACT ACCEPTABLE FILL IN F. J ....rj3• n r ry z 0* -FOOT LIFTS TO 10% DENSITY. { r v �,/ f ray? �, f rff:f ,f• _o I yy- z Q CONSTRUCTION STANDARDS ADOPTED BY PALM BEACH COUNTY AND � `� = PE z 1'2' PREMOLPED EXPANSION JOINT MATERIAL FA + DRA44AGE NOTED� �t , L _ y r Q BE REMOVED AND REPLACED WITH COMPACT ACCEPTABLE FILL IN ry z 0* -FOOT LIFTS TO 10% DENSITY. { gmYO'..'. ?�ii".JiS2 jt ALL LABOR, MATERIALS AND METHODS OF INSTALLATION SHALL BE _o I yy- z 1'2' PREMOLPED EXPANSION JOINT MATERIAL 4�i.�f ,-t. '` � '� .. � 1 �'• j .: ��i� tr '. �Fflr?�frs'. A .fl .f % -. / •' is � � - J F Sri C .....- � �/ .'/,. �-.� f.!':!�'r. i�'. +�9YA,h,:�"rk ��' rf,�ifi i. wr.'r..,r✓,2ffS .�,.,'L."c u��', 4Yi /:. Y!; Al ��r i ly�X r'rJ ,-r .i;/„ FA + DRA44AGE NOTED� �t , L ALL MUCK UNDER THE PROPOSM DRIVEWAY ANO PARKING AREAS SHALL ` Q BE REMOVED AND REPLACED WITH COMPACT ACCEPTABLE FILL IN ry z 0* -FOOT LIFTS TO 10% DENSITY. SFf'.LS.T'iri,..' gmYO'..'. ?�ii".JiS2 2. ALL LABOR, MATERIALS AND METHODS OF INSTALLATION SHALL BE _o I IN STRICT ACC.ORPANCE WITH THE MINIMUM ENGINEERING AND z Q CONSTRUCTION STANDARDS ADOPTED BY PALM BEACH COUNTY AND � `� = PE z THE CITY OF 50YNTON 5EAC44. z U 3. ALL UNDERGROUND UTILITIES AND DRAINAGE IS TO BE INSTALLED o w �-- BEFORE 9013#01PE IS CONSTRIACTM. T IN 4 ALL ELEVATIONS REFER TO NCLYD. w 5. ALL PIPE SHALL OSE COIRIGATED ALUMINUM, OR AS INDICATED. w ct 6. CONTRACTOR SHALL TARGE ALL NECESSARY PRECAUTIONS TO SAi4RD Issue: Date: QQ ALL EXISTING STRUCTS AND UTILITIES, ANY DAMACIS DONE TO cn I. ADDED K-3 AND K-1013 EXISTING: UTILITIES SHALL 19E REPAIRED BY THE CONTRACTOR AT 1G JLC 01-11_13 EXPENSE TO THE SUBJECT UTILITY. CALL UINC.LP. (1-1300-432-4110) 48 HOURS SEPM 00at CS. C) I. ALL CONCRETE SHALL BE 3000 P.S.I., UNLESS OTHERWISE NOTED. W __ S CONTRACTOR SHALL YERIFY LOCATION OF EXISTING uNpEwARCUNp UTILITIES. O 3 CONTRACTOR TO DISCARD ALL UNUSABLE MATERIAL AT APPROVED DISPOSAL_ SITE, _ 10. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES. U �. 1L CONTRACTOR SHALL VERIFY EXISTING ELEVATION ON PAVEMENTS, ch -11O RM, ETC. a INFORM ENGINEER OF DISCREPANCY. 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS AND/OR SPECIFICATIONS FOR FILL REGUAREMENTS UNDERNEATH BUILDM PADS. 4�i.�f ,-t. '` � '� .. � 1 �'• j .: ��i� tr '. �Fflr?�frs'. A .fl .f % -. / •' is � � - J F Sri C .....- � �/ .'/,. �-.� f.!':!�'r. i�'. +�9YA,h,:�"rk ��' rf,�ifi i. wr.'r..,r✓,2ffS .�,.,'L."c u��', 4Yi /:. Y!; Al ��r i ly�X r'rJ ,-r .i;/„ TT� V , —I L Q IL ry z s U SFf'.LS.T'iri,..' gmYO'..'. ?�ii".JiS2 _o I 9r z Q c ° W z z U Elf ® o w �-- T IN w W w ct _W 7 _ �X- v ZC,)� v QQ W cn + C) W __ .- O U) _ (� U �. rr 1r+ ch -11O 4�i.�f ,-t. '` � '� .. � 1 �'• j .: ��i� tr '. �Fflr?�frs'. A .fl .f % -. / •' is � � - J F Sri C .....- � �/ .'/,. �-.� f.!':!�'r. i�'. +�9YA,h,:�"rk ��' rf,�ifi i. wr.'r..,r✓,2ffS .�,.,'L."c u��', 4Yi /:. Y!; Al ��r i ly�X r'rJ ,-r .i;/„ CAMERO + ASSOCIATES, INC. CIVIL ENGINEERS PLANNERS CAMERO : ASSOCIATES, INC. EB NO. 0004215 JORCOE L. CAMERO, P.E. FLA. REG. N0. 32545 1400 SW. 50th TERM SUITE 204 MIAMI, FL 33155 (305) 665-1602 PAX (305) 665-"w OUR JOB N0.13-121 m7i TT� V , L IL ry r s U SFf'.LS.T'iri,..' gmYO'..'. ?�ii".JiS2 COMM !'FYr// rr` .. '?S'gg,r F'•'¢¢}}��f4' ::`.N�}}A��f.'. ey��i'$� L??ll KIMi �,!^i,�f,6;'f 9r CAMERO + ASSOCIATES, INC. CIVIL ENGINEERS PLANNERS CAMERO : ASSOCIATES, INC. EB NO. 0004215 JORCOE L. CAMERO, P.E. FLA. REG. N0. 32545 1400 SW. 50th TERM SUITE 204 MIAMI, FL 33155 (305) 665-1602 PAX (305) 665-"w OUR JOB N0.13-121 m7i TT� V , L IL ry s U W m z c ° W U ® o w tr w W w ct 7 _ �X- v ZC,)� v cn 4-j __ .- O CAMERO + ASSOCIATES, INC. CIVIL ENGINEERS PLANNERS CAMERO : ASSOCIATES, INC. EB NO. 0004215 JORCOE L. CAMERO, P.E. FLA. REG. N0. 32545 1400 SW. 50th TERM SUITE 204 MIAMI, FL 33155 (305) 665-1602 PAX (305) 665-"w OUR JOB N0.13-121 m7i L.W.D.D. LATERAL 24 CANAL Q ' 4 \ it i`, � \ `\ nuaaaaaaaaaaa+ ...............-.........wwwwwwwwmwwwwwwwwwww»wwwwvwawawn.>`��1\��wwww:wwwwwwwwwwwww .v:,..w,.....w.. ...............,................w....w......ww...w......................w....a............... ,.............., ............................ww......w.......................a...........w.....,,.a............ .,,............. EXIST. (o' C.5.5. WALL EXIST. CONC. EXIST D 1�1� P5TER rte a 1� !� I i� A l s■.�� v .a,a\1\\\\\ 1ma\aa\a„\\,,,,alavaaaaall\,\,,,,»aaa-,1ar....-.,.•: r. , c. i l ... -\ ONE WA*r 5IGN �--••----•_.... .....-•-•-- X I ST Ifi�G-�_ I� 1 ONE 5TOR"r C-5.5. 504 fish 3 (o X 12 COMMERCIAL 5UILDING �. FL E AVE X f 5T. ASPHALT � �_,. - • a� F R � --��: - ' •� , ,: �� - a h ■ �.:\ --- � 111 (ENCROACHMENT) , ff IV HIT S (T) -- "��, - t „ N.\r C l 2 � UJB I T� STOP ��i` C T � II II { , STO SIC�>� (IRI -1) 30 X30 , :.:• , X21 lD0 NOT ENTER SIGNS (R5-1) I� A\ r \ \ 30 X 30 , Zif i \ iI \ \ t , , o U JH I TE STOW 5AfR C T .-- 5IGN ORI -l) 30"X3011 i 24" WHITE STOP EAF (T) .� !■� STOP 5 IGN (R] 1) 30'X30' rte; :I. 4 �♦ }C i . .............. I ' fir,._ I..::.,, ;:_. _....-•--•-:. WW: .WWm W �.. 4 \ ' • n � a� � f� T� I~'I=R--OT INDEX #30 OF SIGN (RI -1) 30 ..... ........ ...... 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Issue: Date: '.w..wwwwwwww ..v.....,».,,, ....n.,,,aaaa.. ...ww...www.w.,.,a. ... .............. .............. ............... ............._. ........._....., .aaa.,a,,,,,,.,v..aaaa,a..vvvv..............,..........,......,............ - •� .,.... ......«....... ..._............ \\�\ \� ' ..... ......... ..«.«....««_\ .....a....SR. \ a\aa aaaaaa \a v ..............>.... �... .............n aaaaaavaaaa �'\111VQa'• 1y11111111 ' --EX-IST. --00 C. '.'\wu.,,'.""_^... �. m..,..,.,.,...vw. +..a�+._+r-.n.. .m..... "WAS_ <. ............... ........ ......... ....1 a- ...., -...M.-....• ........ ........ � __. ...«..-.._.e. ._.vv.,, . _.._,. ».,...................................... f3Yvsvwan... .............. .-------- -------- ------ .,w«......«..,. «�......... EXIST, ..-•«_............_�.._.....__.«. STOW « ..www .e..,u.,..,e.....,.,. w..w..,.,....,. «w.....,«.rs. 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PROPP 18 YELLOW CTS EX I5T ING-� � c y� PROP. ONE - WA*r 51GN CAMEO +TEs WC. CIVIL.. EhKsINEER5 PLIERS . n . . ...........«. ............... G�iP'1�0 t SIA Y�3; Nom: _ L^� Imo: +x'15 JOME L. CAT� Pg. PLA- IMi. NO 323-0 1400 M 30th 7SUITE 2 MIAMI, m 3300 (30b) 6*5-1602AX (39405) -BSS JOB TrD. - 1 i AA 26002045 Issue: Date: o-1 1 I c z t_0 I� zz a lz� 0 a rn W � h � Z n n I— = N N Q 80 3: IL 6L z L, Wr Q Ic Iil 0 co n o + o LQ L.Li� U- IL 1L �n = t �J Z M co 0LIJ W NN J U d U- 0 0 rU W Q m z C ° w 0 m o W W W W ry ----- 0 U - �� J Q CIOV ® N i� N U 41 t U • O 0 N L.W.D.D. LATERAL 24 CANAL EDGE OF WATER SUBJECT PROPERTY LOCATION SKETCH tuts LEGAL DESCRIPTION: TRACT 8, CROSS CREEK CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT 500K 51, PACE 121, OF THE PUBLIC RECOFVS � OF PALM BEACH COUNTY, FLORIDA.~` IjJ ............_....... ••. _ �., ,........................ ,.,,,, ILLI '„ i � : \\+:: „ , ,, ,, , ,,,,,,,,,,,,,,,,,,,,,�•.,'::h> "'.�. ------- -------- ------ 11 -------------- ---------- -------- ....... EX�IST� GONG. AtC PAD EXIST. 6' C.B.5. WALL EXIST. GONG. EXIST. 30' LAKE WORTH DRAINAGE DISTRICT EASEMENT 24' UNITE STOP BAR (T) EXIST, EXIST. GONG. AIG PAD E DSId (ORB. 5053. PG 465) (2J DO I+�T SN S ! . •USO, DUMPS EXIST. 6' G13S. trb4LL , (O.RB. 5@53, i 460) ENCLOSURE (TYP) t t 30 X30 ASPHALT \ _....__ ... �.-----•_. ........ ..-•-•-- ...,,... 7771 PAYEMENT ti °°°, .' ': i. I °°°° € F € ♦ "♦ .., t ♦ w ,,._ M . 3 VENT T. ASPH,4Lt f EXIST. ASPHAL „ �aaaaaa aaaaaa- 40 E ' e" . " �' " _ A A .-•----' •----.,. PAVEMENT XISTING ONE C -DA, > aaaaaata „a„.,,� „,�.,.,,. .' ' •:\:, WAY SIGN15,- IAL BUfLO(NG A - ONECac�i"Ii"tEr�: „ €„ �;�-_ :,': `.' .' .. -' ..' �.: _ �'' � ......,.. � EXIStINCs oNi: St . GOMMERcrAL 136t(6.DItdC: ,3-I EXISTING 4.., _ p �. ONE STORY C.5-6. 3 vt�f •S \�; '�:.' � ,-�'. .' � ,' � . � - i•C�. ,.. .' � .' .' ,'.' ��' � ,' "�. 36X12 � 1 � S� ^-�••-•ffI �� j ORT' G$ - _ .. COMMERCIAL BUILDINGS k,; ;>: "' \ NtxVD. ., ; 1 ai �I I EXIST. ASPHALT„.. E' d \ . ROOF :,��.., . i Crili� ux, PAVEMENT ;_ , x E1 �.. 'i _ 13., \.p# 18 141r#ITE LINES (T) , g I 7 ,•\.\\ ; ...=\\�\ ��1 , �•'� _♦ti ; 1 EXIST. PAVER WALiAY' ' ” ' ; --• .----- _ ro'POLOLE WHITE (T) EXIST. PAYER WAI.K#k4Y ti T1 :.. .,`tib\\\ ..,.a. 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STOP Sl ' m �» c,_. .,. ...? .\.., .c.a..�. . ...,♦...,.. \..,. ..... .----- ...... ....._... ... .... .__...---..__... , .... ..... ........ ........ ........ ........ ........ ...».... ........ ........ ......v - ........ �, EXIST. TEL. LINE PROP. 24' WHITE STOP BAR (T) '. . v - '_ l�....... ([STaASP�AL --------....------- •-' '--- 19H••P�P.f_ YELLMCTL ��.�.._ ........ ...--•-� •--------------........ ....-----------• •------. .....» ��.-�.-��- ��.__...-----•_.... ................ ........ ......•• EXISTINGPROP, 18' YELLOW (T)PAVEMENTW._ - a 9� - PAVEMENT �,°°°°°° . aaaaaaa" 3 >_, ^ °"°°. .................. ......,.... > -- „_ _ , ,,,,,,„,,,, „ - f( aa� as baaaaaa ,r,rx,nara. auwtnan annnvau uuuuvum •xvxn.v. +rx+mu,eu vwwvv, n.wuwu xwwmn wwww rxrwr.x w00000a aoaooad ',00000ax .•VOnnufO xboeeao aa000w. amoma�w�omu•'000000,v'�^•••• •••yNM bCL x' ' Z: oat N -,fit x1INNu,M1fi a1,TlNNYv v,m,rvxa, eaaa.,exr 'wv.v�,. laaaaroaa ,aaaaaa4 OaDD➢an m0000u gn000av 00000m aawww[ T ,M,Nya+oti'ptp°..........................»»»...»__•+nwwxww+...,,.wuw-._ ....,,.,,,.. w+ewuv. •nrwwm ntwWw. vwvvu,L "laaaaao', +aaoaaal. `WnDDaa. •laaaaaw tlDDaaar. •a000aao. 'g000000 �woawa-J00000tw ............. w PROP. ONE-WAY S...I.G.... •+oo. . ._. _ . w. ........ ........ ---•••• •..........•........... ............... •M'1[fmP. '+➢➢0w00OG. roD➢Aaev. •9:IJ.l➢[!L •aWaauu, ,•.....,•.. ..-....... •....•.--.-.-»-....• ...•.-.-.-.-.-.-.-....-.-.-.-.-»-........_..__.._..... ........ ........ �OW➢a»9W.P»4, » IWJWIX .,M.sne vuuutNa �✓..ut+W WW.Mf YiHi1TA v+wWNu .anEOaa otAaaad => ». ----- C--* _ � _ »»_...».......... » ...» _» ........ . . _...------.---•••-• .................. »...._------ ---- ......• ••••............ ,_..---• •.---•-• ......•• ._...__ ��_��w. ......._............----........ .------....---......---......-- ►: M . ,n.__,.,• -n........,.....,.. _......•......,.,,......... .... ».. _»__ .___-.......... ........ ....... BOYNTON BEACH BOULEVARD (S.R. 804) PAVEMENT, MARKING + SIGN PLAN 0 8 18 24 M 40 80 120 SME N FEUr 1 • _ 40-O PROPOSED 0-O t�Er� EXISTING PA VEMENT PROPOSED PA WMENT PROPOSED BUILDING PROPOSED EDGE LINE I PROPOSED PAVEMENT ENT ARROW AND ME AGE DIRECTION OF TRAFFIC 7RAFI-7C SIGN NOTES: Y R3 -5R RI -I 24'a R 30' ywj) 1 CL _ .... 71— Q z W h U.......... LOCATION SKETCH tuts LEGAL DESCRIPTION: TRACT 8, CROSS CREEK CENTRE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT 500K 51, PACE 121, OF THE PUBLIC RECOFVS � OF PALM BEACH COUNTY, FLORIDA.~` IjJ ............_....... ••. _ �., ,........................ ,.,,,, ILLI '„ i � : \\+:: „ , ,, ,, , ,,,,,,,,,,,,,,,,,,,,,�•.,'::h> "'.�. ------- -------- ------ 11 -------------- ---------- -------- ....... EX�IST� GONG. AtC PAD EXIST. 6' C.B.5. WALL EXIST. GONG. EXIST. 30' LAKE WORTH DRAINAGE DISTRICT EASEMENT 24' UNITE STOP BAR (T) EXIST, EXIST. GONG. AIG PAD E DSId (ORB. 5053. PG 465) (2J DO I+�T SN S ! . •USO, DUMPS EXIST. 6' G13S. trb4LL , (O.RB. 5@53, i 460) ENCLOSURE (TYP) t t 30 X30 ASPHALT \ _....__ ... �.-----•_. ........ ..-•-•-- ...,,... 7771 PAYEMENT ti °°°, .' ': i. I °°°° € F € ♦ "♦ .., t ♦ w ,,._ M . 3 VENT T. ASPH,4Lt f EXIST. ASPHAL „ �aaaaaa aaaaaa- 40 E ' e" . " �' " _ A A .-•----' •----.,. PAVEMENT XISTING ONE C -DA, > aaaaaata „a„.,,� „,�.,.,,. .' ' •:\:, WAY SIGN15,- IAL BUfLO(NG A - ONECac�i"Ii"tEr�: „ €„ �;�-_ :,': `.' .' .. -' ..' �.: _ �'' � ......,.. � EXIStINCs oNi: St . GOMMERcrAL 136t(6.DItdC: ,3-I EXISTING 4.., _ p �. ONE STORY C.5-6. 3 vt�f •S \�; '�:.' � ,-�'. .' � ,' � . � - i•C�. ,.. .' � .' .' ,'.' ��' � ,' "�. 36X12 � 1 � S� ^-�••-•ffI �� j ORT' G$ - _ .. COMMERCIAL BUILDINGS k,; ;>: "' \ NtxVD. ., ; 1 ai �I I EXIST. ASPHALT„.. E' d \ . ROOF :,��.., . i Crili� ux, PAVEMENT ;_ , x E1 �.. 'i _ 13., \.p# 18 141r#ITE LINES (T) , g I 7 ,•\.\\ ; ...=\\�\ ��1 , �•'� _♦ti ; 1 EXIST. PAVER WALiAY' ' ” ' ; --• .----- _ ro'POLOLE WHITE (T) EXIST. PAYER WAI.K#k4Y ti T1 :.. .,`tib\\\ ..,.a. H;1pl 24 WH(1'E STOP 8AR � . ,':3 �.... ...3... • .�..:., .,. ,..... �,,......_ _.._ .. _...» ......... _.. __...�., .M....._.._........ w„ 7 ._.. ........ ....... , t..,,,: , - ,� .. i O STOP (� I- 3� X30 : >• �: • . ; , . 24WH1 &TGp BAR ( IJOT INCEX X304 € E „;� ...---•-•_.. ........ .. 1 I (2) NOT m S(G> (i;5-1) , , , , , , , .. ,�. , DO ♦\ ♦, ILS SIGN (RI -u 30 X3rd, Y _ '''. ��" �,• aid x30 �, . , -,. , ., , ,. , . `� \. " -' _— '-EXIST. ASPHALT 24" tuHITE STOP 13AR (t) m,,, STOP SIGN (Rt -1) 301X30' • ,' 24' WH( ACGESLOW SIBII3L.E STiZrF'MG EXIST. STOP S1GN / r PAYI=hfiENt S '•'' STOP SIGN CRI -I 30X3fe ` . 24' WFr1TE STOP f ;,• ,►R 20� FL�4 ACCESS. Ex15t �� '�:; -SE \ ,\\ rXf7 ' k,, .'Of, X : E o- i .. •� � IST.- L Ll —i J— LJ —i .� ! Laaoo Laaaa :: �; '':= r _.� aaaaa LSI E I — I� , �. t �.. —i —L L I .;C$S WALL ; aa,�„ 'n, -------------------------- EXIST. I . i �.. �*" „ �� 1S •-------- •--- -- _' EXIST. STOP Sl ' m �» c,_. .,. ...? .\.., .c.a..�. . ...,♦...,.. \..,. ..... .----- ...... ....._... ... .... .__...---..__... , .... ..... ........ ........ ........ ........ ........ ...».... ........ ........ ......v - ........ �, EXIST. TEL. LINE PROP. 24' WHITE STOP BAR (T) '. . v - '_ l�....... ([STaASP�AL --------....------- •-' '--- 19H••P�P.f_ YELLMCTL ��.�.._ ........ ...--•-� •--------------........ ....-----------• •------. .....» ��.-�.-��- ��.__...-----•_.... ................ ........ ......•• EXISTINGPROP, 18' YELLOW (T)PAVEMENTW._ - a 9� - PAVEMENT �,°°°°°° . aaaaaaa" 3 >_, ^ °"°°. .................. ......,.... > -- „_ _ , ,,,,,,„,,,, „ - f( aa� as baaaaaa ,r,rx,nara. auwtnan annnvau uuuuvum •xvxn.v. +rx+mu,eu vwwvv, n.wuwu xwwmn wwww rxrwr.x w00000a aoaooad ',00000ax .•VOnnufO xboeeao aa000w. amoma�w�omu•'000000,v'�^•••• •••yNM bCL x' ' Z: oat N -,fit x1INNu,M1fi a1,TlNNYv v,m,rvxa, eaaa.,exr 'wv.v�,. laaaaroaa ,aaaaaa4 OaDD➢an m0000u gn000av 00000m aawww[ T ,M,Nya+oti'ptp°..........................»»»...»__•+nwwxww+...,,.wuw-._ ....,,.,,,.. w+ewuv. •nrwwm ntwWw. vwvvu,L "laaaaao', +aaoaaal. `WnDDaa. •laaaaaw tlDDaaar. •a000aao. 'g000000 �woawa-J00000tw ............. w PROP. 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BOYNTON BEACH BOULEVARD (S.R. 804) PAVEMENT, MARKING + SIGN PLAN 0 8 18 24 M 40 80 120 SME N FEUr 1 • _ 40-O PROPOSED 0-O t�Er� EXISTING PA VEMENT PROPOSED PA WMENT PROPOSED BUILDING PROPOSED EDGE LINE I PROPOSED PAVEMENT ENT ARROW AND ME AGE DIRECTION OF TRAFFIC 7RAFI-7C SIGN w NOTES: Y R3 -5R RI -I 24'a R 30' ywj) I. ALL PAVE E14T MAW<* AD&CWT t0 *0 IN Tle PUBLIC RrGNt OF WAY 04A” ce fanWlvE THMVPLASTIC (T). 2. Al STOP Atp DO NOT ENTERS WO 54ALL 9W 30'x3PJ' W04 INTMITY FER.WIVE MATERIA.. 3. PAVEMENT MAi KWA ON PAVERS SMALL. BE 5/30/5131 TAPE 3M OR EC+iUAL APPLIED WITH CONTACT CENT OR THEM PLASTIC APPLIED TO A CONCRETE RIEDON SEALED UM FOOT APPROVED SEALER 4. RAISED PAVEMIENT 110KERS SHALL 5E CLASS 5-911 OR E61JAL. S. RAISED PAVEMENT MARQMS SHALL M APPLIED WITH EPDXY OR B(TWLMINIZ 6. FOR THE LOCATION OF 5RCUARP COUNTY TRA%fc ENCsRj R(1+Ks DMSION FACILITIES CONTACT JEROI'E PONDER �i4-484-%M, EXT. 264,1 TO 10 DAYS PRIOR CL _ .... TO C4ISTR44CTI0K w . CL _ .... Q z Q U.......... Q Q 3 Z Q z c� Z G Y c _ a eL 6 xao�i CAMERO + ASSOCIATES, INC. CIVIL ENGINEERS PLANNEPZS CAMERO t ASSOCIATES, INC. ES r-40.0004215 JORGE L. CAMERO, P.r=. FLA. R£G. NO. 32545 1400 SW. E fth TErW- SUITE 204 MIAMI, FL 33155 (305) 665-1602 FAX (305) 6654458 li CL _ .... li EQUIPMENT SCHEDULE MARK EQUIPMENT NAME 1 GLOW -RAY DISPLAY CASE W/HEAT & HUMIDITY `/2" 2 POS SYSTEM W/ REMOTE KITCHEN PRINTER 3 HAND SINK 1000FIJ �EjER 4 FOOD PREP TABLE -REFRIGERATED- MEGA 43 D LO P 5 STEAM TABLE -4-WELL, W/SPILLAGE PANS 6 DROP IN HOT WELLS (5) FRONT COUNTER % ' , 1/ 6PGNjIN 7 SNEEZE GUARD FOR FRONT COUNTER �/ ' jG GO PASS THRU SHELF1'� TER FOR 8 g FOOD PREP TABLE -REFRIGERATED- MEGA 1 t sZ1�E G 10 SPARE 11 REMOTE PRINTER FOR POS SYSTEM SS TABLE W/BACK SPLASHt(2�F H 123 h (FAV 13 DRAWER WARMER °` /q ALL EQUIPMENT CONNECTED 3 k q° 3/q �� FOR CONSUMPTION TO HAVE 2� 14 EXHAUST HOOD & FANS �/ 3� BACKFLOW PREVENTER. /"40 0FU) 14.1 FIRE SUPPRESSION CONTROL BOX �4* lm� � � / 0- 15 15 STOCK POT RANGE 1/� 16 ROTISSERIE 17 FLAT TOP GRILL 363 4$ 3 j` �(t9 VBG R STAND 36 FOR FLAT TOP GRILL O 3 / 17.1 BROILE S /2 18 RANGE 36,, - 6 BURNER 3� 19 FRYER } 20 FREEZER WORK -TOP -HINGE LEFT 21 CREPE MAKER SS TABLE - FRONT LINE / 22 23 DROP IN COLD PAN FRONT COUNTER 24 SS TABLE - PREP AREA WITH BACKSPLASH / t�2 25 ICE MACHINE 3/q // ' 25.1 ICE BIN, W/TOP-HINGED FRONT -OPENING / �� , 25.2 WATER FILTER FOR ICE MACHINE / i F 26 MOP SINK rr /27 SS TABLE - COOKING LINE 1 2° / 28 THREE BOWL SINK / SHELVING - POTS AND PANS "5< 29 / 30 SPARE �' _31 SHELVING DRY STORAGE FOOD 3 °' , / 32 SHELVING DRY STORAGE FOOD �Y, / ' EGEND FNE, — ' COLDWATER 3 �� 0 HOT WATER 11— 40 SODA DISPENSER & ICE BIN- DRIVE THRU HOT WATER 1407 - — - - HOT WATER RECIRC - - - - - NONPOTABLE WATER -- — - — - — FILTERED WATER ,= BEER/SODA LINES 17 WASTE - - - - - - - - - - EXISTING WASTE 19 2 FRYER 3/4" 122 *VERIFY WITH MANUFACTURER'S SP:C'FICtYIONS nND INSTALLATION MANUAL BEFORE INSTALLING. MAKE AND MODEL PROVIDED BY OTHERS. PRESSURE REGULATORS JAFY -9E- REQUIRED- AT ONE OR MORE LOCATIONS. G GREASY WASTE — —0— —G— EXISTING GREASY WASTE - - - - - - - - - - VENT GAS - - — - - RAIN WATER LEADER — — — — — CONDENSATE _.:. _ _... - ..... _ _ DEMO ABBREVIATIONS BTU BRITISH THREMAL UNIT CCD CONDENSATE CO WALL CLEAN OUT CW COLD WATER FU FIXTURE UNITS FCO FLUSH CLEAN OUT FID FLOOR DRAIN FS FLOOR SINK FFD FUNNEL DRAIN HD HUB DRAIN HB HOSE BIBS HW HOT WATER HWR HOT WATER RECIRC IM ICE MACHINE MBTU THOUSAND BRITISH THREMAL UNIT ORD OVERFLOW ROOF DRAIN PE POLYETHYLENE PLASTIC PIPE PR PRESSURE/MP REGULATOR RD ROOF DRAIN RWL RAIN WATER LEADER SCH 40 SCHEDULE 40 METALLIC PIPE SOV SHUT-OFF VALVE TIP TRAP PRIMER VTR VENT THRU ROOF VIF VERIFY IN FIELD 33 SHELVING DRY STORAGE FOOD 34 WALK-IN COOLER / .COOLER SHELVING F� 5. ❑j RINNAi, RUR98e (REU-KBP3237WD-US) 35 WALK-IN �3 �„�12 TANKLESS GAS WATER HEATER. 199 MBTU. PROVIDE THERMAL MIXING VALVE. 36 WALK-IN COOLER SHELVING 37 WALK-IN COOLER SHELVING 3� X3/4* / 25 38 FREEZER REACH IN 45 3� 46 RICE COOKERS PREP AREA 208V EACH 47 RACK FOR BAG BOX DRY STORAGE N � 48`' SS TABLE WITH VEGETABLE SINK - PREP AREA 49 SS TABLE V 47 J Z W 50 CO2 TANK FOR BAG IN BOX 51 BOOTH N U 52 BOOTH TABLES: 45"X24" W/BASE 0 Q 53 CHAIRS RAM 54 BAR STOOLS PLUMBING WATER RISER D I AG •- „ SCALE: N.T.S. ®' 55 TABLE: 24"X30" W/BASE 56 TABLE: 42"X30" W/BASE u 57 DINING ROOM TRASH RECEPTACLES ROOM TRASH RECEPTACLES 58 DINING 15 59 TABLE FOR BAR STOOL PR 19 d 60 HIGH CHAIRS PR 19 U LL ly 61 SAFE- UNDER COUNTER -OFFICE 3/q PR O W 62 COMPUTER & POS TERMINAL -OFFICE t ` R 17 2,,0 1 P r rurnn, 5DR P -I 3 �t q 1 U J $ 67 POT FILLER '1 NOTES: q < ., LL EQUIPMENT SCHEDULE IS FOR REFERENCE ONLY. w � aLurn 39 DRIVE THRU SOUND SYSTEM & POS'"000 16 j 01 3 �� 0 LOAD (MBUTH) 40 SODA DISPENSER & ICE BIN- DRIVE THRU 41 SS TABLE WITH 1-1/2" BACKSPLASH 42 SS TABLE WITH 1-1/2" BACKSPLASH 43 SODA DISPENSER DINING ROOM 44 REACH IN BEVERAGE COOLER FOOD PROCESSOR MODEL TRK45°►fie 45 3� 46 RICE COOKERS PREP AREA 208V EACH 47 RACK FOR BAG BOX DRY STORAGE N � 48`' SS TABLE WITH VEGETABLE SINK - PREP AREA 49 SS TABLE V 47 J Z W 50 CO2 TANK FOR BAG IN BOX 51 BOOTH N U 52 BOOTH TABLES: 45"X24" W/BASE 0 Q 53 CHAIRS RAM 54 BAR STOOLS PLUMBING WATER RISER D I AG •- „ SCALE: N.T.S. ®' 55 TABLE: 24"X30" W/BASE 56 TABLE: 42"X30" W/BASE u 57 DINING ROOM TRASH RECEPTACLES ROOM TRASH RECEPTACLES 58 DINING 15 59 TABLE FOR BAR STOOL PR 19 d 60 HIGH CHAIRS PR 19 U LL ly 61 SAFE- UNDER COUNTER -OFFICE 3/q PR O W 62 COMPUTER & POS TERMINAL -OFFICE t ` R 17 2,,0 1 P r rurnn, 5DR P -I 3 �t q 1 U J $ 67 POT FILLER '1 NOTES: q < ., LL EQUIPMENT SCHEDULE IS FOR REFERENCE ONLY. w � aLurn � MARK QUANTITY EQUIPMENT NAME INLET CONNECTION LOAD (MBUTH) a w W ch u. GAS PIPE SIZING INFORMATION INLET CONNECTION (IN INCHES) GAS TYPE NATURAL INLET PRESSURE LESS THAN 2.0 PSI** PRESSURE DROP 0.5 IN W.C. TOTAL LOAD 1006 MBTUH LONGEST RUN 50-0" SERVICE SIZE * SIZING FITS WITHIN THE PARAMETERS OF ALL CHARTS LISTED. SIZING IS ACCORDING TO: FBC, FUEL GAS TABLE 402.4(2) NFPA 54 TABLE 6.2(b ** ��.,"`�.��.,�,�. MORE LOCATIONS. ALL EQUIPMENT TO BE SET AS PER MANUFACTURER'S SPECIFICATIONS. NOTES: - POLYETHYLENE PLASTIC PIPE TO BE USED OUTSIDE AND UNDERGROUND ONLY. ALL INDOOR UNDERSLAB PIPING TO BE SLEEVED AND VENTED TO THE EXTERIOR. GAS EQUIPMENT SCHEDULE MARK QUANTITY EQUIPMENT NAME INLET CONNECTION LOAD (MBUTH) Q3 COORDINATION REVISION U. 0 N/A N/A WATER HEATER 3/4„ 199 I l.J 1 STOCK POT RANGE 3/4" 90 ,= f 17 �_--- 1 FLAT T� CRILL-36" 3/4" 120 C 11 1 RANG_ 56iJRNER 3/4" 203 19 2 FRYER 3/4" 122 *VERIFY WITH MANUFACTURER'S SP:C'FICtYIONS nND INSTALLATION MANUAL BEFORE INSTALLING. MAKE AND MODEL PROVIDED BY OTHERS. PRESSURE REGULATORS JAFY -9E- REQUIRED- AT ONE OR MORE LOCATIONS. 11Jul m '` 111 , M u 0 CC x (1 Ul ((� ID o l t. Cl GAS PIPE SIZING INFORMATION INLET CONNECTION (IN INCHES) GAS TYPE NATURAL INLET PRESSURE LESS THAN 2.0 PSI** PRESSURE DROP 0.5 IN W.C. TOTAL LOAD 1006 MBTUH LONGEST RUN 50-0" SERVICE SIZE * SIZING FITS WITHIN THE PARAMETERS OF ALL CHARTS LISTED. SIZING IS ACCORDING TO: FBC, FUEL GAS TABLE 402.4(2) NFPA 54 TABLE 6.2(b ** ��.,"`�.��.,�,�. MORE LOCATIONS. ALL EQUIPMENT TO BE SET AS PER MANUFACTURER'S SPECIFICATIONS. NOTES: - POLYETHYLENE PLASTIC PIPE TO BE USED OUTSIDE AND UNDERGROUND ONLY. ALL INDOOR UNDERSLAB PIPING TO BE SLEEVED AND VENTED TO THE EXTERIOR. F & Y P5 ��P aR 6 GRE6� /4\ PLUMBING GASRISER D SCALE: N.T.S. IAGRAM GAS EQUIPMENT SCHEDULE MARK QUANTITY EQUIPMENT NAME INLET CONNECTION LOAD (MBUTH) Q3 COORDINATION REVISION 05/22/16 0 N/A N/A WATER HEATER 3/4„ 199 15 1 STOCK POT RANGE 3/4" 90 16 1 ROTISSERIE 3/4 " 150 �- 17 �_--- 1 FLAT T� CRILL-36" 3/4" 120 18 18 1 RANG_ 56iJRNER 3/4" 203 19 2 FRYER 3/4" 122 *VERIFY WITH MANUFACTURER'S SP:C'FICtYIONS nND INSTALLATION MANUAL BEFORE INSTALLING. MAKE AND MODEL PROVIDED BY OTHERS. PRESSURE REGULATORS JAFY -9E- REQUIRED- AT ONE OR MORE LOCATIONS. F & Y P5 ��P aR 6 GRE6� /4\ PLUMBING GASRISER D SCALE: N.T.S. IAGRAM u rnn U 1 Wd ❑ 15 J W' LL (29 QQ Q r; W O T 1 U_tn knj �LL t1J ,S 19 oOlt_I Ck-0 P_.nq ;d=7Ulnr-9 IMI--_ r- c BUILDIN6 DEPARTMENT COMMENTS 06/15/15 2Q BD COMMENT - TITLE BLOCK REVISION 10/13/15 Q3 COORDINATION REVISION 05/22/16 0 AS -BUILT REVISION 06/06/16 w `� � w TEL (95401 938- Ral FLX -R7 G. *n-ME33C p w u rnn U 1 Wd ❑ 15 J W' LL (29 QQ Q r; W O T 1 U_tn knj �LL t1J ,S 19 oOlt_I Ck-0 P_.nq ;d=7Ulnr-9 IMI--_ r- c L7 E. PLHUJ P.E. FL REG 409832 I, zLo ma MM ave. ste. _400, �.bl%Td* fl,. -23334 w `� � w TEL (95401 938- Ral FLX -R7 G. *n-ME33C p w to JOB # 1582 LINE EQUIPMENT SCHEDULE MARK EQUIPMENT NAME 1 GLOW -RAY DISPLAY CASE W/HEAT & HUMIDITY 2 POS SYSTEM W/ REMOTE KITCHEN PRINTER 3 HAND SINK 4 FOOD PREP TABLE -REFRIGERATED- MEGA 5 STEAM -TABLE -4-WELL, W/SPILLAGE PANS 6 DROP IN HOT WELLS (5) FRONT COUNTER 7 SNEEZE GUARD FOR FRONT COUNTER 8 PASS THRU SHELF 9 FOOD PREP TABLE -REFRIGERATED- MEGA 10 SPARE 11 REMOTE PRINTER FOR POS SYSTEM 12 SS TABLE W/BACK SPLASH 13 DRAWER WARMER 14 EXHAUST HOOD & FANS 14.1 FIRE SUPPRESSION CONTROL BOX 15 STOCK POT RANGE 16 ROTISSERIE 17 FLAT TOP GRILL 36" 17.1 BROILER STAND 36" FOR FLAT TOP GRILL 18 RANGE 36" - 6 BURNER 19 FRYER 20 FREEZER WORK -TOP -HINGE LEFT 21 CREPE MAKER 22 SS TABLE - FRONT LINE 23 DROP IN COLD PAN FRONT COUNTER 24 SS TABLE - PREP AREA WITH BACKSPLASH 25 ICE MACHINE 25.1 ICE BIN, W/TOP-HINGED FRONT -OPENING 25.2 WATER FILTER FOR ICE MACHINE 26 MOP SINK 27 SS TABLE - COOKING LINE 28 THREE BOWL SINK 29 SHELVING - POTS AND PANS 30 SPARE 31 SHELVING DRY STORAGE FOOD 37 curl vu.in now cTno a no rnnn LINE LEGEND — - — - — - - COLD WATER MARK — HOT WATER 1107 — — HOT WATER 1407 N/A — - HOT WATER RECIRC - - - - - - NONPOTABLE WATER — - — - — - — ' FILTERED WATER 13/4"I BEER/SODA LINES 25 WASTE - - - - - - - - - EXISTING WASTE 17 G GREASY WASTE — — G — — G — EXISTING GREASY WASTE - - - - - - - - - - VENT 3/4" - GAS - - — - RAIN WATER LEADER — — — — CONDENSATE Electrical, - - _ - DEMO ABBREVIATIONS BTU BRITISH THREMAL UNIT CID CONDENSATE CO WALL CLEAN OUT CW COLD WATER FU FIXTURE UNITS FCO FLUSH CLEAN OUT FD FLOOR DRAIN FS FLOOR SINK FFD FUNNEL DRAIN HD HUB DRAIN HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRC IM ICE MACHINE MBTU THOUSAND BRITISH THREMAL UNIT ORD OVERFLOW ROOF DRAIN PE POLYETHYLENE PLASTIC PIPE PR PRESSURE/MP REGULATOR RD ROOF DRAIN RWL RAIN WATER LEADER SCH 40 SCHEDULE 40 METALLIC PIPE SOV SHUT-OFF VALVE TP TRAP PRIMER TR VENT THRU-ROOF L\/IF VERIFY IN FIELD W LOa.9 GAS EQUIPMENT SCHEDULE 06/13/15 .'/ `r 1 MARK QUANTITY EQUIPMENT NAME INLET CONNECTION LOAD (MBUTH) N/A N/A WATER HEATER 3/4" 199 CONTINUATION. 1 STOCK POT RANGE 13/4"I 90 25 1 _ ROTISSERIE 3/4" 150 17 1 FI AV r6P GRILL -36" 3/4" 120 18 1 RAN E '6"_ �6 FiURNER 3/4" 203 19 2 FRYER 3/4"_ 122 Electrical, 2" H FWC 0!,4 3❑1 ( U) *VERIFY WITH MANUFACTURER'S SrECIFI-,kf10NS AND�II"STAL[>tYION�-MANUAL BEFORE INSTALLING. MAKE AND MODEL PROVIDED BY OTHERS. PRESSURE REGUL�T02S M1Y_bV REQI;;REG FT ONE OR MORE LOCATIONS. RINNAi, RUR98e (REU-KBP3237WD-US) i yw ® I 33 32 I Forester wi I Fare 1 Police Other Processed by: E HCLAV ali TANKLESS GAS WATER HEATER. 199 MBTU. PROVIDE THERMAL MIXING VALVE. City of Boynton Beach Bui;ding Codas 5. HCWC (1FU) ( ELECTRICAL METER� I] I I TI\ LUL Ll ............... (4FU) W LOa.9 GAS EQUIPMENT SCHEDULE 06/13/15 FA MARK QUANTITY EQUIPMENT NAME INLET CONNECTION LOAD (MBUTH) N/A N/A WATER HEATER 3/4" 199 15 1 STOCK POT RANGE 3/4" 90 16 1 _ ROTISSERIE 3/4" 150 17 1 FI AV r6P GRILL -36" 3/4" 120 18 1 RAN E '6"_ �6 FiURNER 3/4" 203 19 2 FRYER 3/4"_ 122 Electrical, � g .Plumbing -� *VERIFY WITH MANUFACTURER'S SrECIFI-,kf10NS AND�II"STAL[>tYION�-MANUAL BEFORE INSTALLING. MAKE AND MODEL PROVIDED BY OTHERS. PRESSURE REGUL�T02S M1Y_bV REQI;;REG FT ONE OR MORE LOCATIONS. I Mechanical W LOa.9 BUILDING DEPARTMENT COMMENTS 06/13/15 FA BD COMMENT - TITLE BLOCK REVISION 10/13/15 W En COORDINATION REVISION 03/22/16 Q A5 -BUILT REVISION 06/08/16 F Qll- w E3 Z 0 W I z U LLI Permit N0. 3 cc REVIEWED BY DATE- 4 E_ Structural d 0 Electrical, � g .Plumbing -� t�J y 4 I Mechanical i yw ® Z P&Z I Forester wi I Fare 1 Police Other Processed by: E HAlf work invoiced on this permit shall conform with ali City of Boynton Beach Bui;ding Codas W LOa.9 BUILDING DEPARTMENT COMMENTS 06/13/15 FA BD COMMENT - TITLE BLOCK REVISION 10/13/15 W En COORDINATION REVISION 03/22/16 Q A5 -BUILT REVISION 06/08/16 Qll- w E3 Z 0 W I z W LOa.9 ,w U w _ W W W En U 39 W_ z2 0 U 0 U .j LL W x 4 Qll- w E3 Z 0 W I z U LLI 0 cc M 4 E_ �Q� �.�.l1 cc 0 M U t�J y 4 i yw ® Z O t6..rJ 0 a- w 39 W_ z2 ®, U, z� ULL� ❑ W LO.N L ■ Q J zLLi 0 U) W 015 J Uj rLL nQ Q L.1. j� 29 UJ � lie _I w I to z�M W 3 ww W O O Wckn _Enomm arg _Mc-: COnOOlting�entla _ o , , E PLKii P.E. FL REG 49832 z Q O^ 1 n.e 18th ave. �� gOQ A;a a IIIZ t- 33334 w ? v TEl C954) 938yL�81 v FlR FEr. `*EB-W(]330E _ - a Cn cn - JOB # 1582 U U W Z I W 0 4 ®, U, z� ULL� ❑ W LO.N L ■ Q J zLLi 0 U) W 015 J Uj rLL nQ Q L.1. j� 29 UJ � lie _I w I to z�M W 3 ww W O O Wckn _Enomm arg _Mc-: COnOOlting�entla _ o , , E PLKii P.E. 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I SPACE TOP CHORD BRIDGING EQUALLY BETWEEN SUPPORTS ------ ON PLAN INDICATES ONE ROW OF HORIZONTAL BRIDGING ON TOP AND BOTTOM CHORD IF X -WELDED BRIDGING IS REQUIRED, ALIGN WITH BRIDGING ROWS ALIGN BOTTOM CHORD BRIDGING WITH TOP CHORD BRIDGING EQUAL SPACES EQUAL SPACES X -BOLTED BRIDGING LOCATION ALIGN W/ ( ALIGN W/ TOP CHORD TOP CHORD IF X -BOLTED BRIDGING IS REQUIRED, PLACE NEAR JOIST MIDSPAN. ROOF JOIST PLACEMENT PLAN WPI BRIDGING SPACING ALIGNED W UP SEQ.: 01J REF.: 5-1, S-2LIFT NORTH NOTE: BRIDGING ROW QUANTITY'S WILL VARY. 1. THE TAG END OF THE JOIST IS THE END AT WHICH THE PIECEMARK IS LOCATED. (SEE JOIST ERECTION PLANS FOR BRIDGING ROW REQUIREMENTS.) 2. REFERENCE DWG JE1.01 FOR LEGEND, SYMBOLS & ABBREVIATIONS . JOIST NET UPLIFT = SEE DIAGRAM L A SINGLE ROW OF HORIZONTAL BRIDGING LOCATED @ THE FIRST BOTTOM CHORD PANEL POINT @ EACH END. TYP. @ EACH JOIST SHOWN — — — ON PLAN. THE UPLIFT BRIDGING SIZE IS THE SAME AS THE REGULAR BRIDGING SIZE FOR THAT BAY. ,immima-mvinem UPLIFT BRIDGING MUST BE LOCATED PER DIMENSIONS (WHEN PROVIDED) SHOWN ON PLAN. BRIDGING MAY BE LOCATED EITHER SIDE OF THE JOIST BOTTOM CHORD PANEL POINTS. EOJ SEE PLAN BEARING PLATI NOT BY CANAP CMU WALL REF.: 1, 3/S-4 1/2" EOJ El 3/16" I\ 21/2" 3/16" v 2 1/2" 2 1/2" -L 7x4 (LLV) NOT BY CANAM SKEWED WALL SEE PLAN JOIST SECTION 2 REF.: 7/S-4 WALL CO -.3 i ^� O L 7x4(LLV) J I \ NOT BY CANAM JOIST SEAT of JOIST REF.: 7/S-4 BASED ON 5" SEAT WIDTH, TOP CHORD NOT SHOWN FOR CLARITY 400 = WELDED -X BRIDGING. IDENTIFIED ON PLACEMENT PLAN BY MARKS 400 - 799 • L 1x1xO.109 H# - = CONTINUOUS ROW OF HORIZONTAL BRIDGING AT TOP AND BOTTOM CHORD, IDENTIFIED BY MARKS H1 - H6 ON PLACEMENT PLAN. REFERENCE TYPICAL BRIDGING SPACING DETAIL ON EACH PLACEMENT PLAN FOR SPACING REQUIREMENTS, UNLESS SPECIFIC LOCATIONS ARE SHOWN. • H1 = L 1x1x0.109 - -H#- - = CONTINUOUS ROW OF HORIZONTAL UPLIFT BRIDGING INSTALLED AT FIRST BOTTOM CHORD PANEL POINT, IDENTIFIED ON PLAN BY H1 - H6 (REFERENCE TYPICAL BRIDGING SPACING DETAIL ONO�OF PLACEMENT PLANS) H1 = L 1x1x0.109 0 2015 CANAM STEEL CORPORATION, UNAUTHORIZED USE OF THIS DRAWING AND INFORMATION PROVIDED HEREIN IS STRICTLY FORBIDDEN.