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13-1396-006B STS. MANH•.F OR CATCH .AwN SE PLANT PANS 5EL N.TE 4 s D ^a 1 `6 ; A L t Ai 4 �j 0 L - ------1 -- �- ------ 1 f�i t,' flit LESS THAN 72" c' -0•' LESS THAN 72" 1:12 MAX BACK OF CURB SIDEWALK ( ACCESSBLE ROUTE) SLOPE UP RAMP LANDING SLOPE UP TOP OF CURB BOTTOM OF CURB ACCESSIBLE PARKING SIG (7' -0" TO BOTTOM OF SIGN) s. PREC WHEEL STOP (TIT.) STANDARD ACCESSIBLE STANDARD PARKING SPACE PARKING SPACE PARKING SPACE SLOPE SHALL NOT EXCEED 2% IN ALL DIRECTIONS 4" WHITE i A" BLUE (RECOMMENDED) 4' 6' 6" TIONAL ACCESSIBLE SYMBOL IN WHITE 3 TO 5 FEET HIGH TO MEET SFIC, METRO -DADE DIOR, FS 553 k ADAAG AND CITY OF MIAMI PWD NAA A B E n TYPE 'A' Jd NT 0 5' -0TYP. R/W LINE 5' -0 MIN NEW SIDEWALK EXISTING R W SIDE WAL 1/4 "PER. FT. SLOLINE <I TW 'A' JOINT TYPE 'B' JOINT PLAN SECTION A —A 1/81/2„ N A, 0 o TYPE 'A' TYPE 'B' TYPE 'C' C2 (OPEN TYPE JOINTS) (SA ED JOINTS) (EXPANSION JOINTS) 2 &L SEC11ON 5ECTIOR NOTES 1. PLASTIC FILTER (AT EA. SIDE, TOP AND BOTTOM) SHALL BE USE IN SANDY AREAS AS NOTED SELECT FILL ON PLANS AND /OR AS DIRECTED BY THE ENGINEER. t 2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING w PLASTIC ti GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE, FILTER FABRIC RESGN WATEEES - 3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO TO ALLOW INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE 1:1 OR STEVER PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXIIILTRATION PLASTIC TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. SE N•TE 4 FILIOI FAM C. EAIJ.AST ROC N 4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2 (AVG. OCTOBER GROUND WATER LEVEL }. .TE 2j PYMENT RESTORATION R -21.1 NOTE: IF THIS DETAIL IS TO BE USED FOR PRETREATMENT OF STORMWATER RUN -OFF, THE INVERT OF PIPE am TO BE AS SHOWN IN W.C. 2.2; IF PRETREATMENT HAS BEEN PROVIDED THRU OTHER MEANS THE INVERT OF MAY BE USED IN ARE1S WHERE TROPISM WALLS PIPE CAN BE LOWER THAN SHOWN IN W.C. 2.2. WELL N•r srAHO vERHFAL BR WHERE CAVE IN ffi AI FYFII TRATION TRENCH DETAIL To BE USE AT TALE Is LIKELY » •ctUR. TO E 115EB AT THE ENNNEER'S BISCREIIDN. ON SIDEWALK 3 • 15" PIPE STANDARD STORM DRAINAGE DETAIL EXFILTRATION TRENCH BRAINAOE PIPE AND SIMILAR STRUCTURES. SD Q O 4" 1SEC.320 7 3/4") 2'- 44 A 8" 24„ N.T.S. & GUTTER - - - -- - N.T.S. 7s s D ^a 1 `6 ; A L t Ai 4 �j 0 L - ------1 -- �- ------ 1 f�i t,' flit LESS THAN 72" c' -0•' LESS THAN 72" 1:12 MAX BACK OF CURB SIDEWALK ( ACCESSBLE ROUTE) SLOPE UP RAMP LANDING SLOPE UP TOP OF CURB BOTTOM OF CURB ACCESSIBLE PARKING SIG (7' -0" TO BOTTOM OF SIGN) s. PREC WHEEL STOP (TIT.) STANDARD ACCESSIBLE STANDARD PARKING SPACE PARKING SPACE PARKING SPACE SLOPE SHALL NOT EXCEED 2% IN ALL DIRECTIONS 4" WHITE i A" BLUE (RECOMMENDED) 4' 6' 6" TIONAL ACCESSIBLE SYMBOL IN WHITE 3 TO 5 FEET HIGH TO MEET SFIC, METRO -DADE DIOR, FS 553 k ADAAG AND CITY OF MIAMI PWD NAA A B E n TYPE 'A' Jd NT 0 5' -0TYP. R/W LINE 5' -0 MIN NEW SIDEWALK EXISTING R W SIDE WAL 1/4 "PER. FT. SLOLINE <I TW 'A' JOINT TYPE 'B' JOINT PLAN SECTION A —A 1/81/2„ N A, 0 o TYPE 'A' TYPE 'B' TYPE 'C' C2 (OPEN TYPE JOINTS) (SA ED JOINTS) (EXPANSION JOINTS) LOCATION cn RESGN WATEEES ANN. AT DRIVEWAYS lc OTHER AREAS EAIJ.AST ROC N PYMENT RESTORATION R -21.1 Y r s D ^a 1 `6 ; A L t Ai 4 �j 0 L - ------1 -- �- ------ 1 f�i t,' flit LESS THAN 72" c' -0•' LESS THAN 72" 1:12 MAX BACK OF CURB SIDEWALK ( ACCESSBLE ROUTE) SLOPE UP RAMP LANDING SLOPE UP TOP OF CURB BOTTOM OF CURB ACCESSIBLE PARKING SIG (7' -0" TO BOTTOM OF SIGN) s. PREC WHEEL STOP (TIT.) STANDARD ACCESSIBLE STANDARD PARKING SPACE PARKING SPACE PARKING SPACE SLOPE SHALL NOT EXCEED 2% IN ALL DIRECTIONS 4" WHITE i A" BLUE (RECOMMENDED) 4' 6' 6" TIONAL ACCESSIBLE SYMBOL IN WHITE 3 TO 5 FEET HIGH TO MEET SFIC, METRO -DADE DIOR, FS 553 k ADAAG AND CITY OF MIAMI PWD NAA A B E n TYPE 'A' Jd NT 0 5' -0TYP. R/W LINE 5' -0 MIN NEW SIDEWALK EXISTING R W SIDE WAL 1/4 "PER. FT. SLOLINE <I TW 'A' JOINT TYPE 'B' JOINT PLAN SECTION A —A 1/81/2„ N A, 0 o TYPE 'A' TYPE 'B' TYPE 'C' C2 (OPEN TYPE JOINTS) (SA ED JOINTS) (EXPANSION JOINTS) TABLE OF SIDEWALK THICKNESS -'T' LOCATION cn RESIDENTIAL AREAS 4" AT DRIVEWAYS lc OTHER AREAS G" N NEW SIDEWALK. _r 5' -O" CENTER TO CENTER Y r ON SIDEWALK 1.72 O C' CONCRETE CURBS,DRIVEWAYS Z AND SIMILAR STRUCTURES. TABLE OF SIDEWALK THICKNESS -'T' LOCATION 'T' RESIDENTIAL AREAS 4" AT DRIVEWAYS lc OTHER AREAS G" m , _' ST. INTERSECT C k G SEC 15.2 o (A X CONC. SIDEWALK, SEC 145 1 :, -& CROSS PEE. ITEM RFC RFF 7 /14- DUM. / HOOLE W/ PGTED 2 1 (TY AN 00 0 o I TABLE OF SIDEWALK JOINTS 'T' LOCATION N P.C. AND P.T. OF CURVES. 'A' JUNCTION OF EXISTING AND N NEW SIDEWALK. _r 5' -O" CENTER TO CENTER Y r ON SIDEWALK 1.72 • WHERE SIDEWALK ABUTS C' CONCRETE CURBS,DRIVEWAYS w r • AND SIMILAR STRUCTURES. 2 -O MARS (ALL AROUND) WALL J..6m H 2d MARS (ALL AROUND) -C 342 CORNER FILLET .r- y N 2 -11" _h IX A n N _ _r T PERMITTEDN1, Y r N/A (NTH WA S) -0 ALT"B" INSTALLATION IN CONSTRUCTION JOI (OPTIONAL) NOPTREECAST_ UN0. LAMM BARS SHALL BE 14STAUJO IN BOXES 1O' IN DEPTH OR AREATBRR.. IYLET WYHdLE �W] NLET NNST, SEC. J /SD/� Y.H. *@NO. C. / D•� N.T.S. ,� OR•$ �E� L. VV RF.S W' SEEF 3 .} 4 21' 217'± PROP. 7 2' 11' PARKING 7 3 4 ") A 0 ") 2T SLOPE SLOPE SLOPE SLOPE SLOPE N C ,> ASPHALTIC CONCRETE SURFACE COURSE 1 1 /2 THICK ((2) 3/4 LIFT (S -3)) 8" BASE COURSE, PRIMED ENTIRE WIDTH 12" STABILIZED SUBGRADE PROP. 1” MILLING AND RESURFACING W/ TYPE S -3 ASPHALT PROP. 2' VALLEY GUTTER PROP. CONCRETE SIDEWALK A SW 57th COURT (SEE ARCHT. PLANS) PD- N.T.S. PROP. TYPE "D" CURB FTP -2O -N 2" RADII 3/B" BORDER 1" SERIES C IEGENO COLOR TOR BOTTOM BACKGROUND BLUE WHITE LEGEND AND D.RDER WHITE BLACK 1" RADII r BORDER I• SERIES C LEGEND COLOR BACKORNJNO WHITE LEGEND AND BORDER BLACK ME AND GAK !,.m ATT ME SIGN AND llTL LET SGIE NEAOIIREMEENT. 11 ONE (I) SCAN REOUME► EM EACH PARKING %'AE. 2 WEIM 9E AF WM7/�13 11C AMANUA� ONEONFORM FIC CONTROL DEWES (M.U.T.C.o. �1EJ0(AWAY FM II II u H'1 0 ---� ME C) Of 0_ ,W, !�L o LL. NNR[µ[OOU�MED NMNI1FOOIIMO�NA71DlI NECESSARY AT EACH SM MM IOCAL AUIHORIES Dl TO hIROHA5NG. DISABLED P KIdS: SIGN STANQABQ. R 18.3 D ,�Q E F _ 6" 2" 1 TYPE m"Dw MEDIAN CURB .r- y N.T.S. 2 -11" _h .• r _1 N r r 0 5' _ PROP. 7' 2' 11' R. n Y r N/A 1.72 ••• w.r w 4 • N w r • Q O 4" 0 7 3/4") 2'- 44 A 8" 24„ TYPE "F" CURB & GUTTER N.T.S. GENERAL NOTES, 1.- CIRCULAR STRUCTURES (Alt•rn.t.s "A") MAY BE CONSTRUCTED OF CONCRETE OR BRICK, OUT RECTANGULAR STRUCTURES (Att•mst,Fs "B' k "C7 SHALL BE CONSTRUCTED OF CONCRETE ONLY. THE CONCRETE MAY BE CAST -IN -PLACE OR PRECAST. 2r WALL REINFORCEMENT AND THICKNESS ARE FOR EITHER CAST -IN -PLACE OR PRECAST CONCRETE EXCEPT THAT FOR PRECAST CIRCULAR UNITS ASTM SPECIFICATION C -79, TABLE III, FOR 9 WALL REINFORCED CONCRETE PIPE OR PRECAST CIRCULAR UNITS IN ACCORDANCE WITH ASTM SPECIFICATION C -479 WILL BE ACCEPTABLE TOP AND FLOOR SLN THICKNESS AND THE REINFORCEMENT ARE FOR ALL TYPES BF CONSTRUCTION. 3.- PRECAST TOP AND /OR FLOOR SWS MAY BE OF THE SAME CONCRETE AS SPECIFIED IN ASTM SPECIFICATIONS C -479 FOR PRECAST CIRCULAR UNITS. 4.- SMOOTH FLOW CHANNELS COMPOSED OF CONCRETE. OR BRICK AND MORTAR, SHAT BE CONSTRUCTED IN THE BOTTOMS OF ALL STRUCTURES TO A DEPTH EQUAL TO H LF THE DIAMETER OF THE LARGEST PIPE. 5.- CORNER FILLETS SHOWN FOR RECTANGULAR STRUCTURES ARE NECESSARY ONLY WHEN STRUCTURES ARE USED IN CONJUNCTION WITH CIRCULAR TOPS. 9.— STRUCTURES SHALL BE SECURED TO INLET THROATS, RISERS OR MANHOLE TOPS WITH A MINIMUM OF 9 -N. 4 MARS 12" LONG. OR AS SHOWN ON SHEET 2. 7.- ANY INEEr, MANHOLE OR JUNCTION BOX MAY ME USED IN CONJUNCTION WITH ANY INLET THROAT OR MANHOLE TOP, i,- MORTAR USED TO SEAL THE PIPE IN THE WALLS OF THE PRECAST UNITS SHALL BE OF SUCH A MIX THAT SHRINKAGE WILL NOT CAUSE LEAKAGE INTO OR OUT OF THE UNITS MAXIMUM OPENING FOR PIPE SHALL BE MAX. REQUIRED OD 4 9 , BRICK MASONRY CONSTRUCTION SHALL BE PLASTERED WITH 1/2' THICK MORTAR INSIDE AND OUTSIDE. 10.- CONCRETE PROTECTION FOR REINFORCEMENT IN CAST -IN -PLACE OR PRECAST CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 7. •BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-71) ". IN] FE MANidnLr AND JUYGTIH7Y �Y INLET CONST. SEC. 3 /'V /D'� C"E' & J) M.H. CONST. C. /.6 `' „ N,T.S. InAs BIIEr 4 .F a 25' 1' -0" 1' -0" 3/4 "R In 1 Ln • A A , 21-0" 2' VALLEY GUBER N.T.S. PROP. ASPHALTIC 1 1 EXISTING CONCRETE SURFACE XI ONCST. ASPHALTIC COURSERETE SURFACE COURSE 6 .w � PROP. BASE COURSE PRIMED EXIST, BASE COURSE PRIMED EXIST. STABILIZED SUBGRADE PROP. STABILIZED SUBGRADE S, WCUT Q STRIP BACK 6 OF EXIST, LIMEROCK AND ASPHALT ASPHALT nE7]N DETAIL N.T.S. H i K V Do: Y i • Y Y • • r o r A,A, u r • w • Y r r • u w r t • • r • u of 0 rrM r • • i Y 0 r r • V • • • • V •ir• f.rV• • 4 •D•• rii V 0 iO' Y i • 1 Y . i V V • • Y u V Y i• V Y ♦ i r G• • C • V i Q• V INLET STRUCTURES TABULATION B .r- y INVERT ELEV, FD 2 -11" _h .• L M N r r 0 5' _ PROP. 7' 2' 11' 8.47 Y r N/A 1.72 ••• w.r w r • DODO w r • 1' -0" 1' -0" 3/4 "R In 1 Ln • A A , 21-0" 2' VALLEY GUBER N.T.S. PROP. ASPHALTIC 1 1 EXISTING CONCRETE SURFACE XI ONCST. ASPHALTIC COURSERETE SURFACE COURSE 6 .w � PROP. BASE COURSE PRIMED EXIST, BASE COURSE PRIMED EXIST. STABILIZED SUBGRADE PROP. STABILIZED SUBGRADE S, WCUT Q STRIP BACK 6 OF EXIST, LIMEROCK AND ASPHALT ASPHALT nE7]N DETAIL N.T.S. H i K V Do: Y i • Y Y • • r o r A,A, u r • w • Y r r • u w r t • • r • u of 0 rrM r • • i Y 0 r r • V • • • • V •ir• f.rV• • 4 •D•• rii V 0 iO' Y i • 1 Y . i V V • • Y u V Y i• V Y ♦ i r G• • C • V i Q• V INLET STRUCTURES TABULATION B 6" INVERT ELEV, FD 2 -11" _h FLOOR ELEV. A - 7't FRAME L� GRATE TYPE OR COVER 5' _ PROP. 7' 2' 11' 8.47 2 Y4„ N/A 1.72 A I SD 2.3 PARKING Q O 4" 0 7 3/4") 2'- 44 A cv n 2 3 7s >wriB� 0" SECTION A 27. SLOPE w SLO PE 10i— MIN WEIQ N �f TO OL OF OFAIE 1' 4 GRATE:153 LBS I FRAME: 215 US BONN NOON NOON --- - - - - -- 2 Imo_ It 7/4" NA. •NND HWM FOR. O/C DIX MtrOH ( TAN( WED IN PLAT ). S INLET CONST. SEC SM O SWALE INLET 38-3.1 S.S. !STAINLESS STEEL ITEM REF. REF.. APPRByBB BEIRDBB STANDARD STORM DRAINAGE DETAIL D DAM QOUNIY c zc c1 6/1/­62 11110 166 _ CATCH BASIN FRAME AND HINGED GRA 2.3 © PUBLIC WORKS 2 /B /BR 12" STABILIZED SUBGRADE DEPARTMENT SHEET 1 OF 2 1' -0" 1' -0" 3/4 "R In 1 Ln • A A , 21-0" 2' VALLEY GUBER N.T.S. PROP. ASPHALTIC 1 1 EXISTING CONCRETE SURFACE XI ONCST. ASPHALTIC COURSERETE SURFACE COURSE 6 .w � PROP. BASE COURSE PRIMED EXIST, BASE COURSE PRIMED EXIST. STABILIZED SUBGRADE PROP. STABILIZED SUBGRADE S, WCUT Q STRIP BACK 6 OF EXIST, LIMEROCK AND ASPHALT ASPHALT nE7]N DETAIL N.T.S. H i K V Do: Y i • Y Y • • r o r A,A, u r • w • Y r r • u w r t • • r • u of 0 rrM r • • i Y 0 r r • V • • • • V •ir• f.rV• • 4 •D•• rii V 0 iO' Y i • 1 Y . i V V • • Y u V Y i• V Y ♦ i r G• • C • V i Q• V INLET STRUCTURES TABULATION STRUCTURES NUMBER 6" INVERT ELEV, FD INVERT ELEV. (SOLID PIPE FLOOR ELEV. STRUCTURES SIZE INSIDE DIM. (TYPE) 7't FRAME L� GRATE TYPE OR COVER 5' _ PROP. 7' 2' 11' 8.47 5.22 E N/A 1.72 TYPE P TYPE II E SD 2.3 PARKING Q 7 3/4") A (1 3/4' 0" 27. SLOPE SLO PE SLOPE SLOPE ... BONN NOON NOON --- - - - - -- B1NNNrwN NNNBD ErN /NNr ------------------- L - - - - -- O rA ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK (( ) 3/�1 LIFT (S --3)) © 8" BASE COURSE, PRIMED ENTIRE WIDTH 12" STABILIZED SUBGRADE PROP. 1" MILLING AND RESURFACING W/ TYPE S -3 ASP ALT O PROP. 2' VALLEY GUTTER Ci' FO PROP. CONCRETE SIDEWALK B SW 57th COURT (SEE ARCHT. PLANS) VP N.T.S. p— © PROP. TYPE "D" CURB 1' -0" 1' -0" 3/4 "R In 1 Ln • A A , 21-0" 2' VALLEY GUBER N.T.S. PROP. ASPHALTIC 1 1 EXISTING CONCRETE SURFACE XI ONCST. ASPHALTIC COURSERETE SURFACE COURSE 6 .w � PROP. BASE COURSE PRIMED EXIST, BASE COURSE PRIMED EXIST. STABILIZED SUBGRADE PROP. STABILIZED SUBGRADE S, WCUT Q STRIP BACK 6 OF EXIST, LIMEROCK AND ASPHALT ASPHALT nE7]N DETAIL N.T.S. H i K V Do: Y i • Y Y • • r o r A,A, u r • w • Y r r • u w r t • • r • u of 0 rrM r • • i Y 0 r r • V • • • • V •ir• f.rV• • 4 •D•• rii V 0 iO' Y i • 1 Y . i V V • • Y u V Y i• V Y ♦ i r G• • C • V i Q• V INLET STRUCTURES TABULATION STRUCTURES NUMBER GRATE OR RIM INVERT ELEV, FD INVERT ELEV. (SOLID PIPE FLOOR ELEV. STRUCTURES SIZE INSIDE DIM. (TYPE) GREASE BAFFLE (DIRECTION do SIZE) FRAME L� GRATE TYPE OR COVER 1 8.47 5.22 E N/A 1.72 TYPE P TYPE II E SD 2.3 Q ,o ED 4-1 6A 7-1 8-1 E 1 ; ate'?"• I A f i I + FORD ENGINEERS, INC. 1950 N.W. 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172 PH. (305) 477 "6472 FAX (305) 470 -2$05 DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF FORD ENGINEERS, INC., WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BL USED BY OWNER ON OTHER PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO FORD ENGINEERS, INC. RECORD OF REVISION Q t� z O h Ci' U w W 0 0 t W g c� Z O 0 °x U_ U LL w � � Z2 O x C, O U_ LL vJ J 0 °O 0 � U c� w ° M r Z W � U W Ffl d cr),,,y( O L CK KJ Z Ld CK t u w 0,6 Z m W ar `� (✓ t C7 U O U ~ ENi1 t B C3 H ,Z�, LoLaJ Lo � 4p n CAR i z UJs LU zw w0 LL O 1- a LU U SCALE: N.T.S. DESIGNED BY: M. PERAL DRAWN BY: M. PERAL CHECKED BOY: M. HERNANDEZ SET: DATE. 09/30/13 PROJECT No: 3 -046 SHEET: PD=2 3 of 3 E 1 ; ate'?"• I A f i I +