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14-752-007F-1 1-5 1-6 E a I a 7 �i 3 7 J Y �J Z E 4 8 3 d L 3 a U N L I a J 21- 9 r n 3 Ln 7�11 IWIIIIIIIIIIIIIIII A B C E TO DE BANDEUMBLT HO GASKET s T•i C � SELECT fu a AT DRIVEWAYS & OTHER AREA STO. aB(SEE M 22) IT'i)�`IAerac Z �A�T�c mTER 1 o 0 "' , SLOPE I SLOPE gE • "T ' � 1' SERIES C LEGEND 1L�j; C' ZZ JOINT F=" (SEE' AHT PLANS IIOTC 4' -0• 56LCT EAL 4y SEE NOTE . BALLAST 1 SIGN RECU T�TNtt z 9 zsm uANNOLE oR 7. HEIGHT Kr 5K2N SH ACWWANCE WiN SELIION 2h YANU RY ON UNFO iRAFf1C COIITRa OENCES u U.T.CO �R03C)K ( CATCH BASIN 1 I� DBOOESS) Qn� T,OPRT {P�ERFO- 1 • �ENGTHSOF PIPES (3. ,C BOTTOU DEV. �ALBR. (SEE NOTE 2) 4 LENGTH OF FRENCH GRAIN UP TO 50 LF. ONE STRUCTURE LONGITUDINAL SECTION 3 -0- SECTION NOTES 1. PLASTIC FILTER AT EA. SIDE, TOP AND BOTTOM) SHALL BE USE IN SANDY AREAS AS NOTED ON PUNS AND/OR AS DIRECTED BY THE ENGINEER. SELECT FILL 2. THE BOTTOM OF THE EXFILTRA71ON TRENCH SHALL BE 1S' -O" BELOW EXISTING H GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. PLASTIC `�. �� 3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT FILTER FABRIC r.F SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO • TO ALLOW INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE PLACE, ADDITIONAL BALLAST ROCK WALL BE ADDED TO RESTORE THE 1:t OR STEEL FR BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFILTRATION TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. SEE NOTE 4 PLASTIC FLIER FABRIC. 4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2 (AVG. OCTOBER GROUND WATER LEVEL). BOTTOM ELEV. CATCH FRAME AND HINGED 7 (SEE NOTE 2) PUBLIC WORKS NOTE: IF THIS DETAIL IS TO BE USED FOR PRETREATMENT r-e• OF STORMWATER RUN -OFF, THE INVERT OF PIPE 1 a TO BE AS SHOWN IN W.C. 2.2; IF PRETREATMENT HAS ALT, TRAINSIL SECTION BEEN PROVIDED THRU OTHER MEANS THE INVERT OF PIPE CAN BE LOWER THAN SHOWN IN W.C. 2.2. MAY BE USED IN AREAS WHERE TRENCH WALLS TYPICAL EXFILTRA TRENCH DETAIL WILL TOT STAND VERTICAL. OR WHERE CAVE H BELOW THE WATER TABLE IS LIKELY TO OCOM 40N TO BE USED AT THE EHGHmiS DISCRETION. 320 STANDARD STORM DRAINAGE DETAIL EOTLTRATp" TRENCH SEC' 360 15" PIPE SD DESIGN WATER TABLE MAN. SEC. w w I- EXFILTRATION TRENCH BALLAST ROCK �R-21.1 SEC. sso WMENT RESTORATION N.T.S. i REM S REF. SPEC, RU. $ft# x a# '� -t N •i •{ M r w y y Y Y -b-J ------ - - - - -- 13 - 4 ' ----- - - - - -- - - - - - -- a a � a 5' sat: of D E F G H I J K L M N mm r_ n TYPE 'A' JO NT mU 5' -0" N TYP. F F R/W LINE QI 5'— 0 "M I N OT NEW SIDEWALK SID IEWAL 1/4 "PER, FT. SLOPE R/W LINE a' TYPE 'B' JOINT PLAN T\ 'A' JOINT SECTION A -A N ul 1 /4„ 1 /8� 1 /2., DO N J 4 N i rn C N g TYPE 'A' TYPE 'B' TYPE 'C' o � (OPENE -UOINTS) (SAWED JOINTS) (EXPANSION JOINTS) rn g LOCATION C � RESIDENTIAL AREAS 4" AT DRIVEWAYS & OTHER AREA 6" 1 A I EXIST. C &G. Z .B. 5' -0" CENTER TO CENTER 0 "' , SLOPE I SLOPE TABLE OF SIDEWALK THICKNESS -'T LOCATION 'T' RESIDENTIAL AREAS 4" AT DRIVEWAYS & OTHER AREA 6" N m ST. INTERSECT C & G SEC 15.2 l0 • CONC. SIDEWALK, SEC 145 CROSS SPEC. I-' ITEM REF. REF. LESS THAN 72" W -0" LESS THAN 72' 1:12 MAX 1:12 MAX. BACK CF CURB SIDEWALK — TOP OF CURB (ACCESSIBLE ROUTE) SLOPE UP RAMP LANDING SLOPE UP BOTTOM OF CURB ACCESSBLE PARKING SIGN— (7'- TO BOTTOM OF SIGN) �F2b 17 0 0 PREGL AgT CONC. WMEEL STOP (TYP.) STANDARD ACCESSIBLE STANDARD PARKING SPACE PARKING SPACE PARKING SPACE SLOPE SHALL NOT EXCEED 2% IN ALL DIRECTIONS 4" WHITE i 4" BLUE (RECOMMENDED) q a= s' s" OPTIONAL ACCESSIBLE SYMBOL IN VMITE 60• ' — 3 TO 5 FEET HIGH I 8' -6' I 12' -0- MIN. / 13' -0" MAX. I 5' -0' TO MEET SFBC, METRO -DADE DPR, FS 553 & ADAAG AND CITY OF MIAMI PWD ILTA A B C III 3/16" (NAM HOLE W/ 5/16• z 21 CAOYIUY 12" fU1ED IOLT (TWIT TABLE OF SIDEWALK JOINTS 'T' LOCATION 2" RADII 3/8 BORDER P.C. AND P.T. OF CURVES. A' JUNCTION OF EXISTING AND 1 A I EXIST. C &G. NEW SIDEWALK. .B. 5' -0" CENTER TO CENTER 0 "' , SLOPE I SLOPE ON SIDEWALK � 1' SERIES C LEGEND • WHERE SIDEWALK ABUTS C' CONCRETE CURBS,DRIVEWAYS LEGEND AND BORDER BLACK AND SIMILAR STRUCTURES. I - 21' I I R'+ PRnP 7' 9' 11' 1 1 -7' WALL IBRICK) (ALL WALL (CONC.) PLAN I kw �} BARS, S" C--C (BOTH WAYS) HA�PK LTERRNATE 'B" 'LAS THR A" C PRECAST WALL Olisi 4 INSTALLATION IN JA]1]^.L PRECAST UNITS. LADDER BARS SLNLL BE INSTALLED H BOXES 10' IN DEPTH OR GREATER. ON ANQ JUNCTM)N BOX, INLET coNSr. sEC. a5., SID (TYPE Pj M.H. CONST. RpSg C. 3 F N.T.S. ITEM CHEF. Rff.' 2• 3 d 4 I EXIST. SWK. I -L - 1�. - - -J ----------- t --------------------- -� G- ---- - - - --� --------------------- C O ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK ((2) 3/4" LIFT (S -3)) © 8" BASE COURSE, PRIMED ENTIRE WIDTH © 12" STABILIZED SUBGRADE 0 PROP. 1" MILLING AND RESURFACING W/ TYPE S -3 ASPHALT OE PROP. 2' VALLEY GUTTER OF PROP. CONCRETE SIDEWALK q SW 57th COURT (SEE ARCHT. PLANS) �— N.T.S. © PROP. TYPE "D" CURB PARKING GRATE OR RIM 2" RADII 3/8 BORDER I 7 3/4') STRUCTURES SIZE INSIDE DIM. TYPE 1 A I EXIST. C &G. 2� SLOPE -- — (1 3/4 ") SLOPE 8.00 0 "' , SLOPE I SLOPE N/A � 1' SERIES C LEGEND TYPE P COLOR w •.e.. BACKGROUND .1. nommom WALL IBRICK) (ALL WALL (CONC.) PLAN I kw �} BARS, S" C--C (BOTH WAYS) HA�PK LTERRNATE 'B" 'LAS THR A" C PRECAST WALL Olisi 4 INSTALLATION IN JA]1]^.L PRECAST UNITS. LADDER BARS SLNLL BE INSTALLED H BOXES 10' IN DEPTH OR GREATER. ON ANQ JUNCTM)N BOX, INLET coNSr. sEC. a5., SID (TYPE Pj M.H. CONST. RpSg C. 3 F N.T.S. ITEM CHEF. Rff.' 2• 3 d 4 I EXIST. SWK. I -L - 1�. - - -J ----------- t --------------------- -� G- ---- - - - --� --------------------- C O ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK ((2) 3/4" LIFT (S -3)) © 8" BASE COURSE, PRIMED ENTIRE WIDTH © 12" STABILIZED SUBGRADE 0 PROP. 1" MILLING AND RESURFACING W/ TYPE S -3 ASPHALT OE PROP. 2' VALLEY GUTTER OF PROP. CONCRETE SIDEWALK q SW 57th COURT (SEE ARCHT. PLANS) �— N.T.S. © PROP. TYPE "D" CURB I 0 1 � L r- t \.___� ► 1 i 1 E 1 1 /, N t- TYPE "D" MEDIAN CURB N.T.S. 6" N 1. 27JR 8" 24" TYPE "F" CURB & GUTTER N.T.S. GENERAL NOTES: 1.- CIRCULAR STRUCTURES (Altemates "A7 MAY BE CONSTRUCTED OF CONCRETE OR BRICK, BUT RECTANGULAR STRUCTURES (Alt•mat•e 'B" & 'C7 SHALL BE CONSTRUCTED OF CONCRETE ONLY. THE CONCRETE MAY BE CAST -IN -PLACE OR PRECAST. 2.- WALL REINFORCEMENT AND THICKNESS ARE FOR EITHER CAST -IN -PLACE OR PRECAST CONCRETE EXCEPT THAT FOR PRECAST CIRCULAR UNITS ASTM SPECIFICATION C -76, TABLE 111, FOR 8 WALL REINFORCED CONCRETE PIPE OR PRECAST CIRCULAR UNITS IN ACCORDANCE WITH ASTM SPECIFICATION C -478 WILL BE ACCEPTABLE TOP AND FLOOR SLAB THICKNESS AND THE REINFORCEMENT ARE FOR ALL TYPES OF CONSTRUCTION. 3.- PRECAST TOP AND /OR FLOOR SLABS MAY BE OF THE SAME CONCRETE AS SPECIFIED IN ASTM SPECIFICATIONS C -478 FOR PRECAST CIRCULAR UNITS. 4.- SMOOTH FLOW CHANNELS COMPOSED OF CONCRETE, OR BRICK AND MORTAR, SEWl BE CONSTRUCTED IN THE BOTTOMS OF ALL STRUCTURES TO A DEPTH EQUAL TO HALF 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. 6.- STRUCTURES SHALL BE SECURED TO INLET THROATS, RISERS OR MANHOLE TOPS WITH A MINIMUM OF 6 -1,10 4 BARS 12" LONG. OR AS SHOWN ON SHEET 2. 7.- ANY INLET, MANHOLE OR JUNCTION BOX MAY BE USED IN CONJUNCTION WITH ANY INLET THROAT OR MANHOLE TOP. 8.- 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 + 6 ". 9.- BRICK MASONRY CONSTRUCTION SHALL BE PLASTERED WITH 1/2' THICK MORTAR INSIDE AND OUTSIDE. 10.- CONCRETE PROTECTION FOR REINFORCEMENT IN 01ST -IN -PLACE OR PRECAST CONCRETE SHALL BE IN ACCORDANCE WITH CFNPTER 7, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -71)'. INLET. MANHOLE AND SD MOTION BOX• IaEr coNST• sEG (TYPE P & J) M.N. mNSr. N.T.S. ITEM - sHLEr 4 of a 25' _L 25' I I FTP -20-06 GRATE OR RIM 2" RADII 3/8 BORDER INVERT ELEV. SOLID PIPE 1" SERIES END C LEG STRUCTURES SIZE INSIDE DIM. TYPE COLOR TOP BOTTOM BACKGROUND BLUE YMITE FRAME & GRATE TYPE OR COVER ....0 LEGEND AND BORDER WHITE BUCK _ 8.00 1' RADII Ij" BORDER N/A � 1' SERIES C LEGEND TYPE P COLOR w •.e.. BACKGROUND .1. SD 2.3 LEGEND AND BORDER BLACK IIOTC TOPE I LACE K YAn FOR SIGN UN AAND. POSS T. SHALL 1 SIGN RECU T�TNtt (pI� T ONE (1) — REWRED Fm EA01 PAI6ONG SPADE 7. HEIGHT Kr 5K2N SH ACWWANCE WiN SELIION 2h YANU RY ON UNFO iRAFf1C COIITRa OENCES u U.T.CO OROLND BY 1S4 I�wAU I� DBOOESS) I 0 1 � L r- t \.___� ► 1 i 1 E 1 1 /, N t- TYPE "D" MEDIAN CURB N.T.S. 6" N 1. 27JR 8" 24" TYPE "F" CURB & GUTTER N.T.S. GENERAL NOTES: 1.- CIRCULAR STRUCTURES (Altemates "A7 MAY BE CONSTRUCTED OF CONCRETE OR BRICK, BUT RECTANGULAR STRUCTURES (Alt•mat•e 'B" & 'C7 SHALL BE CONSTRUCTED OF CONCRETE ONLY. THE CONCRETE MAY BE CAST -IN -PLACE OR PRECAST. 2.- WALL REINFORCEMENT AND THICKNESS ARE FOR EITHER CAST -IN -PLACE OR PRECAST CONCRETE EXCEPT THAT FOR PRECAST CIRCULAR UNITS ASTM SPECIFICATION C -76, TABLE 111, FOR 8 WALL REINFORCED CONCRETE PIPE OR PRECAST CIRCULAR UNITS IN ACCORDANCE WITH ASTM SPECIFICATION C -478 WILL BE ACCEPTABLE TOP AND FLOOR SLAB THICKNESS AND THE REINFORCEMENT ARE FOR ALL TYPES OF CONSTRUCTION. 3.- PRECAST TOP AND /OR FLOOR SLABS MAY BE OF THE SAME CONCRETE AS SPECIFIED IN ASTM SPECIFICATIONS C -478 FOR PRECAST CIRCULAR UNITS. 4.- SMOOTH FLOW CHANNELS COMPOSED OF CONCRETE, OR BRICK AND MORTAR, SEWl BE CONSTRUCTED IN THE BOTTOMS OF ALL STRUCTURES TO A DEPTH EQUAL TO HALF 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. 6.- STRUCTURES SHALL BE SECURED TO INLET THROATS, RISERS OR MANHOLE TOPS WITH A MINIMUM OF 6 -1,10 4 BARS 12" LONG. OR AS SHOWN ON SHEET 2. 7.- ANY INLET, MANHOLE OR JUNCTION BOX MAY BE USED IN CONJUNCTION WITH ANY INLET THROAT OR MANHOLE TOP. 8.- 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 + 6 ". 9.- BRICK MASONRY CONSTRUCTION SHALL BE PLASTERED WITH 1/2' THICK MORTAR INSIDE AND OUTSIDE. 10.- CONCRETE PROTECTION FOR REINFORCEMENT IN 01ST -IN -PLACE OR PRECAST CONCRETE SHALL BE IN ACCORDANCE WITH CFNPTER 7, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -71)'. INLET. MANHOLE AND SD MOTION BOX• IaEr coNST• sEG (TYPE P & J) M.N. mNSr. N.T.S. ITEM - sHLEr 4 of a 25' _L 25' I 7't 5' PROP. 7' 2 11' PARKING 7 3/4") I I 2% SLOPE 0 q 4") p SLOPE SLOPE I SLOPE t I ---------- t -------------------------- � G- -- - - - - -- -------------------------- C O ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK ((2) 3/4" LIFT (S -3)) © 8" BASE COURSE, PRIMED ENTIRE WIDTH © 12" -STABILIZED SUBGRADE OD PROP. 1" MILLING AND RESURFACING W/ TYPE S -3 ASPHALT O PROP. 2' VALLEY GUTTER OF PROP. CONCRETE SIDEWALK g SW 57th COURT (SEE ARCHT. PLANS) p— N.T.S. „ © PROP. TYPE D CURB .... _ - .. Y�11 ^�• 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 & SIZE FRAME & GRATE TYPE OR COVER 1 8.00 4.75 E N/A 1.25 TYPE P TYPE II E SD 2.3 Il, Q 1 1 I i m I . v 9 �/, `�. �� All ; r.F - — 111111111111111111111111111111111, • IT#, 0 if, I STANDARD STORM DRAINAGE DETAIL 1, •� $116, 01641, 1 CATCH FRAME AND HINGED 7 PUBLIC WORKS 1 a I 7't 5' PROP. 7' 2 11' PARKING 7 3/4") I I 2% SLOPE 0 q 4") p SLOPE SLOPE I SLOPE t I ---------- t -------------------------- � G- -- - - - - -- -------------------------- C O ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK ((2) 3/4" LIFT (S -3)) © 8" BASE COURSE, PRIMED ENTIRE WIDTH © 12" -STABILIZED SUBGRADE OD PROP. 1" MILLING AND RESURFACING W/ TYPE S -3 ASPHALT O PROP. 2' VALLEY GUTTER OF PROP. CONCRETE SIDEWALK g SW 57th COURT (SEE ARCHT. PLANS) p— N.T.S. „ © PROP. TYPE D CURB .... _ - .. Y�11 ^�• 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 & SIZE FRAME & GRATE TYPE OR COVER 1 8.00 4.75 E N/A 1.25 TYPE P TYPE II E SD 2.3 Q 2-1 3-1 5-1 6-1 7-1 ., 3/4 'R Lfl 2' —p„ I a 2 VALLEY GUTTER N.T.S. PROP. ASPHALTIC PROPOSED 1) I EXISTING CONCRETE SURFACE --EXIST. ASPHALTIC COURSE CONCRETE SURFACE COURSE PROP. BASE COURSE PRIMED EXIST. BASE COURSE PRIMED EXIST. STABILIZED SUBGRADE PROP. STABILIZED SUBGRADE S�WCUT & STRIP BACK 6 OF XIST. LIMEROCK AND A PHALT ASPHALT TIE —IN DETAIL N.T.S. I J M N 0 104 It FORD ENGINEERS, INC. 1950 N.W. 90 AVENUE, 2nd FLOOR•; DORAL, FLORIDA 33172 ` PH. (305) 47716472 FAX (305) 470.2805 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- F, ARE NOT TO BE USED BY OWNER ON OTHER PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO FORD ENGINEERS, INC. RECORD OF REVISION L1 (i Q m z o All ; r.F U YW:� W , 1^ w I- 0 0 z T � t 0 Z OCo o.o - D_ �.o U YZ` YZ � z�. 0 °ZS M 0 Z , _j 20 ° 0 Q U) U W 0 8 a Z W o U w C- i n v O � Q •� W 0 O V w Q 0 w Z m w -L w m _N Vi— Q (D J � c O 0 U °o U w a � o °a z O U 611{f � b ' 1!/ 00/1 • O i%` • ` e Z U V+ o -_; w Lu O . Q - 10 �'�,•�i O• Z ���� '•.•.••• ULL C �� o IY w U SCALE: N.T.S. DESIGNED BY: M. PERAL DRAWN BY: M. PERAL CHECKED BY: M. HERNANDEZ SET )I: DATE: 09/30/13 PROJECT No: 13-046 SHEET: PD=2 3 of -•3