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18-2076fODUDflTIOn MOTES 1. FLOOR SLAB TO BE 5' THICK 3000 PSI POURED CONCRETE SLAB WITH 6'x6'x1.4x1.4 W.W.M. ON 10 MIL. VISQUEEN COR EQUAL) ON CLEAN WELL COMPACTED TERMITE TREATED SOIL (2500 PSF (MIN.)). W.W.M. SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB DEPTH AND MUST BE SUPPORTED AT 3'-0' O.G. EACH WAY WITH APPROVED MATERIALS. 2. ALL CONCRETE FOR SLABS AND FOOTINGS SHALL NOT HAVE LESS THAN (3,000 P.S.I. STRUCTURAL VALUE) * 26 DAYS. MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0,55 (.40 FOR COASTAL CONDITIONS AND IN THE TOWN OF PALM BEACH) MAX. SLUMP = 5' 3. ALL CONCRETE FOR COLUMNS AND BEAMS SHALL NOT HAVE LESS THAN (3,000 P.S.I.) s 28 DAYS. WATER/CEMENT RATIO MUST NOT EXCEED 0.55 (.40 FOR COASTAL CONDITIONS AND IN THE TOWN OF PALM BEACH) 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 PSF. CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR SOIL BEARING CAPACITY REPORT BY A FLORIDA REGISTERED ENGINEER PRIOR TO ANY WORK 5. TERMITE TREAT SOIL AS PER CODE. 6. F15ER MESH MAY BE USED IN LIEU OF 6X6/1.4X1.4 W.W.M. 1. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS, ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO CONTINUING ANY WORK- a. ORK S. PLUMBING CONTRACTOR TO VERIFY LOCATIONS OF ALL FIXTURES PRIOR TO POURING SLAB. S. 10. USE TOPICAL CONCRETE CURING COMPOUND FOR ALL FLAT SLABS. 11. PROVIDE AN ADDITIONAL 60' WIDE 6X6/1AXIA W.W.M. 0 FOOTING PERIMETER 12. ALL CELLS UNDER GIRDER TRUSSES TO BE FILLED. 13. SEE SECTION AND/OR DETAILS FOR CONNECTION REQUIREMENTS FOR LOAD BEARING WALLS AND PARTITIONS. 14. ALL REINFORCING STEEL TO BE ASTM 615, GRADE 60. 15. FILL PLACED 5'-0' OUTSIDE OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN, WELL GRADED SAND IN 12' LIFTS (MAX.). VIBRATORY COMPACTION SHALL BE USED IN ORDER TO ACHIEVE A MINIMUM OF 95516 PROCTOR ASTM D PER FLORIDA BUILDING CODE, SEC. 18042.1- 16. VERIFICATION OF TEST FOR MODIFIED PROCTOR ASTM D15551 SHALL BE FILED WITH THE BUILDING OFFICIAL. 11. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. 16. SPLICES SHALL BE 40 BAR DIAMETERS AND CONT. AROUND ALL CORNERS AND CHANGES IN DIRECTION. CORNER BARS SHALL BE 40 BAR DIAMETERS IN EACH DIRECTION. IS. CONTRACTOR TO VERIFY ALL ROUGH OPENING LOCATIONS PRIOR TO FILLED CELL PLACEMENT. 20. ALL EXTERIOR SLABS ON GRADE SHALL BE SLOPED FOR DRAINAGE CALCULATED AT 1/8' PER FOOT (MIN.) FOR COVERED SLABS AND 1/4' PER FOOT (MIN.) FOR UNCOVERED SLABS EXISTING EXISTING METAL BUILDING WALL F1 I } } r — PROPOSED M�TAL BUILD 11 WALL i } I I } } } _---moi I 1 } 1 1 i IE wu EXISTING METAL BUILDING EXISTING CANOPY, OPEN ON 2 SIDES F1 = 5'-4' X 16' X 24'DP. REINFORCED CONCRETE FOUNDATION W/ +'5'S 0 V O.G., TOP AND BOTT. F2 = S' X 16' X 24'DP. REINFORCED CONCRETE FOUNDATION W/ 0515 m 9' O.C., TOP T AND BOTT. T r —r F2 1F2 11F2 { I } I I I } } I I 1 1 } I I I I } I } I I } I I EXIST(N(- 6' THK C04C. SLAB (VERIFY] TO REMAIN (N BETWEEN -i ! ! NEW FOUNDATIONS ! ! 40'-0' � iF2 } m 224 DflTUPfl STPHT - SUITf 311 WfST PflLM bffl(fl, HOPIDfl 33401 (0)561-820-8088 (f) 56 1 -820-8089 WWW.bPflSSfUPflnDDP0b0T.(0M flP 001 7698 flP 94843 n(Ub 60164 U(flPb 67673 flfl 26001461 F mh fOUnDflTIOn Plfln SCE: 1/8" = 1'-0" O ._ 0 v Q � � v Q_ 7- CD O cn 0 0 O v F mh fOUnDflTIOn Plfln SCE: 1/8" = 1'-0" 0 0 a 0 0 SLED bT: ® lfffPfT D. NEW - flP 0017698 ❑ MOM P. DPObOI - flP 94843 F .b t )Ob #: 18-006 DflTf: 5-7-18 DfSIOnfD bT: )Db i DOM bT: )Db CfffCKfD bT: )Db PfVISIOnS: a Sffffi:130f: � v 7- CD O cn 0 0 a 0 0 SLED bT: ® lfffPfT D. NEW - flP 0017698 ❑ MOM P. DPObOI - flP 94843 F .b t )Ob #: 18-006 DflTf: 5-7-18 DfSIOnfD bT: )Db i DOM bT: )Db CfffCKfD bT: )Db PfVISIOnS: a Sffffi:130f: A �'PJA13 ACM&Amp-- 22 t Draimage Ca3ouiati0nss A) Compute First Inch of Runoff from Bntire:Developed`S 5 V*Uma Required for Quality Detention: W = Trencih Width = 6,0 ft. r Find Steil Storage Volumes gouth-l+arcelz - = 1 in. x x.03 ac. = 2.03 so. -in. � _'11.70 in. x 2.b3 aa. ^ 3.45 ac. -in. Du ^Unsaturated Trench Depth +� 3.25 ft. {: , , i I t Depth• of Nater Vale = 4 �t�lirNStOt�iS raw rsr w`.w wDw r�w -.r i South Parcel Presently Designed with a Sxfiltration Trench , 11)•1) Compute 2.5 in. x 4 of Impervious Axea Design Bxfiltration Trench: Ds = ;3aturated Trench Depth = 0 ft. H . Used for Nater Quality Assurance. } Conpaictied. Soli Storage = 8,18 in./ sq. ft. of pervious area Total Project - Building Roof = 2.03 ac. - 0.436 ac.; L = v / [K*(H2*iP + 2*H9*pu - Due:2 + 2*H2*Ds) + .000139*N*1i] L 3,45 = 1.594 ac. [1.72x10-4*(6*6.0 + 2*6*3.25 - 3.25**2) +.000139*6:0*3. S • 8.18 in. * (0.21'ac./2.03 ac.) Forth Parcell = L.70 in. (exfi3.tration trench) V = voluwe Required for Quality Detention = 3.45 ac. -in. North Parcel Site Area - $8,527. square feet = 2.03- acres 2) Inperv. Area for Water Quality : 1.$94 ac. - 0.21 aci Length Required = 251.0 feet _'2.55 in. > St.S in: (OK) Q = 1.384 ac. Hydraulic Conductivity from Percolation Testes+ Total New Building Roof Area = 18,996 square feet si 0.436 acres (22.58) Length Provided = 307 Feet > 251 Feet (OR) �• , .w r------• --rr-� = feet 3) $ of Imperviousness for Water Quality K = 1.72 x B-04 cfs/ft**2 Ch�ls Nininum Parking T.Ot Giradss i �t Total New Paved Pavement/Gbnarete area 60r2fl8 square , = 1.38 acres (68.0;) = 1.384 ac. /2.03 ac. * 100$ = 68.14 H2 = lgiEi (t) P4AH FOR KfAMB Depth to Water Table = 4 ft. Pt* t"O'I MM TM SIM WITH VAt1Ett 2 5 _ _. -_.. .... 3 .- 24 hour storm 2.5 in- t 01171111111. am Steno"S. Total Impervious Area ^ 79,704 square feet = 1.82 (89.54) ' 4,)' . sr x 4 Impervious J ( .' (� yr 1" (Z) f+OR'�IEIRE NIP0110H SEe O.O.T. 1974 ZONED �t i.l M ""- �� -- i Runoff Vol = .$ in. * 2.03 4C. % /f' MM N0. 00" -OS. t Total D.irious Area = 9,323 square feat ■e 0...21. ams 09.5%)' .. 2�5, in. x 6$.14 = 1.70 in. to be treated ( $') uMte = $.0$ ass. -in. i3v+ i�--�"�• -���� _ .... » 1100118 TO � CiG11�D 71/4. j 29.35' S 89' 4b' 10 W IES 11!11, E%►OOEd'OOMIIE�;AIM/ ' . • �p�y� «nta11c w►T�rii -tIM6A1gfACTORr Fnt11 folMaN►TRIH � - -87EM nm AMIE. INT Ff," Aw cow MAW" DOW TO SATt6fACT�NIY f01MM/,710N. MACK FILL To. flaw UNK MRH CLEAR SMID. ' NORTH. 106.85 ' FUTURE CAP PIPE FOR � CAST 0K11W*PAM MI A,CC.OfMAHCe WITH FM'OAT- 11110 tCA110ftCONTROL. ELEVOL-S STRUCTURE FUTURE CONNECTION Mas7s �yltTO K pwj1 MEMEWi. TTlE 'E wow,; >s A lire wE" OUT A CLEAN VERTICAL EDGE IN EXIST. PAVEMENT 6"X1' INVERTED TRIANGLE TO CITY DRAINAGE To MEWA R.C.1. CAMBER THAN Air WIM M. 011" UCVJota.: TO PROVIDE A SMOOTH TRANSITION FROM EXIST. ss BERM EL.EV. - 15.0 � � � � � � � � �" M, tAMotR TAA1i ,pi" OL11MiieM SHALL K M1 A00000M WM PIA. PAVEMENT TO NE'W PAVEMENT. 14.1 (� r 14.1 2 8 � . 6 4' � 0 �° (} �' L�. � � , 2 0 8 T ETAS. ( ON rLAH AS -pt's + + -F V 3.2 i + �-7 ltd low VAIA AHO M MIO MAYU M K � 2600 t i 4.� t �. o + � ��o iso � vi i�I A R 0 12018 UL 6MCUM an M CAST am A no UL COHCRETEs OR I 3.9 13.9 + 14.60 14.20 + wu no (W now / �). wlm . � 14.(2Z_ 1.,Ll 14.1(0 +�- � .._ .... 1 ® � � � � � `� � 1 � � � � ��` i��.:�i MRH 1 Z" PtJIS1ER (tt0 Ift CAST W. 1 N D U STRiA1 AVE. , STA. 0+00 I 14.5 14.6 1 .6 14.4 1 .4 14.2 14. "a To S= + 1 3.7 -t 13.7 + r � 15.0 � � o - �� 14.6 + ��, U 4 � 1 13.7 13.7 11 OQ" 14,2 .0 1 3 7 EXIST. A.G. PADS NEW A.C. PADS 14.6 -+� - - .' 5.0' 1•iMM! + 1 4 ASPHALT �_...._ _ _ _ - -- -14.0 -v'- ► _ ._ . _ t-'_" '-' i i' t�y 1 ro ' "V REMOVE EXISTING GRASS Li AVEMEirT IN THIS AREA AS REQUIRED 7s TO WIDEN EXIST. DRIVEWAY X x X X OW1113ROM Tap= p p 14.15 iD FIaTi11 CLOY" 0.40 0 Q W Caines rj= FI.t W f - '�C PAYEME1<Ji ,? •eye■ ,r ib"•I PERF. rIPE . "•• •„' ',' ``-r.= .w.<... EXIST. CATCH BASIN M LLJ 0 V) .r. 14.$ + CL Ljj (�►+�) • • 6 R C y00X . 100 11X1 0jL. - �..+/ 0 :. FilY a To p .;. 0CLQ LL_ ;Replace existing^ + uJ Ifence & gate ^ 0 d; itWUU 14.20 + i<• 4� , Exist. fire Hydrant y7 S x114101111.41LOM POE FT +1543 F"FABRIC... END..: .._ ... T.'rTypical bay �//���►����pp w/ 4 NOT 10, SCALE s rinkler _. .. p 1 g "�_::, t heads (2.4 total) 7H FF U 3 cW i x - - U \\ `t i L0 � i Y THICK. ASP}iALT Q U �- 0-4 LLJ 0 Zr* 00 z 15:>- .._. e '> �cn"'' r• �' ' •s:�i:rr: PEA tMtlIVEl. 1J ! X W QQ-^ -4, I ,.-+R Q 0 '" �.� e w Q �U.J+.+► 13,20 Ll.. 0�0 Ilio Pam PPE '�I`' tY - j � j .► 1,1., i COARSE ROCK Fits. ?�' • t.+. 15.43 U I� 3:0 � o . TYPICAL SE�O�, DRAIN zXXL - 1 EXIST. PROPOSED ` To SCALE 6u:9 STRUCTURE STRUCTURE SUMP PIT X X x 0�> LEG_EN D t - TYPE 'C' CATCH BASIN x 41 00.00 + •-- EXISTING ELEVATIONS EXIST. CATCH MSIN 00.00]+ - PROPOSED ELEVATIONS p 'IN W - DRAINAGE FLOW ARROWS x X x x + + 15.00 + IryX ...._ - ----�- -- DENOTES BERM ' ' » � �-- - 1 %�«0 S 00 00 40 W 286.4 80 NEW 8.0' HIGH FENCE 0 20 40 60 80 EXIST. 8.0' H. FENCE EXIST. PROPOSED x J BERM ELEV. - 15.0' S.A. L. R • R • PAVEMENT PAVEMENT - PAVING tit DRAINAGE. PLAN . �RAP�� SCALE- <yy.r 1 NEW ASPHALT _ "`fes- 14.2 PAVING SURFACE 10.25 i I I� 1 14.4 r 14.4 r .Existing bollards 'misting Pence 14.3 + 114.3 + S 00° 00' 40" W S.A.L. R.R. R.O.W. n ZX ©U>tQ.l Q V? J a 0 z 0 <C im� Q�5v Q U _jZ 0 Lam.. �- -- m W 0<V) w� Z stlEET OF U DO N01 I I X 1'x-'•9 f 7 • W �f � LU 14.60 ¢ C > .t 0) M z; .t �I tul!_i Z c- �! flX ZO �E(.nc 0 co' �. V a3C" N01 A 0) M� >anw co�'c 00 < m (0 Z i0 x Y 0 Ui CD OR + 0 ix 14.80 2 x t�1 Z 7400 X 1+ {� n ZX ©U>tQ.l Q V? J a 0 z 0 <C im� Q�5v Q U _jZ 0 Lam.. �- -- m W 0<V) w� Z stlEET OF U DO N01 I 0 1'x-'•9 f 7 • E-4_ �f � MDS I PERMIT M I DAWN Sri Cv. RUFF.. 0A'>E: G .� -10/28/'98 PER CITY COMM 155 I ON ..- R.E.F. C"EME0 DATE: _ JOB NUMBER B 10/13/98 ' PER T.R,G GOMMIENT5 Ca.R. R.E.F. 98 - 143 A X)/12/98 PER PLAN RE,R.VIEW GOMMENT5 I.E.F. SHEET NUMBER -- (i-2 C a IN KEY San Drain 3 Cond Drain Pan Drain AJC Sleeve Storm Drain CW System HW System ATTENTION INSTALLER: Y PROBLEMS CONTACT THE CAD DEPARTMENT IMMEDIATELY C 561-732-3176 X 221 OR 561-662-0763 CELL HR 2.71 MIN REVISIONS this drawing is the -tracked using the trial version of cadstudio {nL.i•Imc .- coo wss.w a -n .Ja--F. ..di.. �� by: PROJECT NO: 999000 DATE: 00/00/00 DRAM BY: ---• CHK'D BY: SCALE: Vn = i " j, 1/3/2018 1:28 PM M C'7 i N W � LU U% V N Q 0 ¢ C > .t 0) M z; .t �I tul!_i Z c- �! m :f) + L- V E o,l �E(.nc 0 co' �. a3C" N01 M� >anw co�'c < m (0 V i0 Y CD HR 2.71 MIN REVISIONS this drawing is the -tracked using the trial version of cadstudio {nL.i•Imc .- coo wss.w a -n .Ja--F. ..di.. �� by: PROJECT NO: 999000 DATE: 00/00/00 DRAM BY: ---• CHK'D BY: SCALE: Vn = i " j, 1/3/2018 1:28 PM 11 � ® i i HR 2.71 MIN REVISIONS this drawing is the -tracked using the trial version of cadstudio {nL.i•Imc .- coo wss.w a -n .Ja--F. ..di.. �� by: PROJECT NO: 999000 DATE: 00/00/00 DRAM BY: ---• CHK'D BY: SCALE: Vn = i " j, 1/3/2018 1:28 PM