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13-1167-003'r L I v I' 1 . 8 N 1. U 1-2 3 V5 1-6 1-7 -T - A B C OPEN JpNT -I II =• PLANT PLwS a MAX 4,y0' SELECT Flu 4•. SEE NOTE 4 - BALLAST ROCK x °z .. BALLAST [tQ(A4.,.. , GREASE BAFFLE (DIRECTION & SIZE) SEC. 3B0 WMENT RESTORAnO R -21.1 q „ 3.20 Q `BALLAST -3) .••- "SIO:'MINHCLE CR - (SEE NOTE �) � 7.35 S N/A Et1GTHSOF PIPEERFO- ` vaAl TYPE P ELEV or RADII r BORDER (SEE NOTE 2) (SEEN ,. ^ LENGTH OF FRENCH QRNN (UP TO 50 LF. ONE STRUCTURE)' LONGITUDINAL SECTION SECT ON NOTES COLOR BACKGROUND WHITE Nj 1. PLASTIC FILTER (AT €A. SIDE, TOP AND BOTTOM) SHALL BE USE IN SANDY; AREAS AS NOTED ' V UU V ON PLANS AND /OR AS DIRECTED BY THE ENGINEER, LEGEND AND BORDER BLACK n 2. THE BOTTOM OF THE EXALTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING "' , "N `. NDIFS GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. VUUu L. „ 3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT U V SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER T9 + V TO ALLOW INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE VSELECIFILL 1.1�� 1. � , SIGN REQUIRED FOR EACH PARKING SPACE PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE U V V V V V U V U BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXRi TRATION U V -) U V TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. SEE NOTR FABRIC. 4. INVERT ELEVATION TO BE AS SHOWN IN *.C. 2.2 (AVG. OCTOBER GROUND1 ;WATE.R LEVEL R�HOM ELEV. b I NO I E. IF THIS DETAIL IS TO BE USED -FOR PRETREATMENT 1 OF STORMWATER RUN OFF THE INVERT OF PIPE TO BE AS SHOWN IN W.C. 2.2;'-IF PRETREATMENT HAS ALT IRMS, SEC= Y ROUND BY .154 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 TRENCH DETAIL WILL NOT SURD VERTICAL, OR WHERE CAVE IN LL _EXFILTRATI9N .., To BE �DWA THE ENGINEERS ISCREDON. STANDARD STORM DRAINAGE DETAIL Q i 15' PIPE j� EXFILTRATION TRENCH ! u N.T.S. 1.1 d THEM -- CROSS REF. • EXFlLTRATION TRENCH', LOCATION SEC. 360 _ DESIGN WATER TABLE, DES. MAN. SEC. 04 .. BALLAST [tQ(A4.,.. , GREASE BAFFLE (DIRECTION & SIZE) SEC. 3B0 WMENT RESTORAnO R -21.1 q _ LOCATION 'T' +ELY •. K, .. •.. 4° s _ .. •: ,:r •a .n4'Tx4 wi. S 6" GREASE BAFFLE (DIRECTION & SIZE) IL 1 5' -0' CENTER TO CENTER q ON SIDEWALK 3.20 Q 11 Q CONCRETE CURBS,DRIVEWAYS z AND SIMILAR STRUCTURES. 7.35 S N/A 3.85 TYPE P TYPE II E SD 2.3 RADII r BORDER VcJV V V V ^ I' SERIES C LEGENU 00 rc Aaam COLOR BACKGROUND WHITE Nj _. V UU V UUt)klU LEGEND AND BORDER BLACK I �4 11 , A :tTB a S U 4'g 4 s9 K � Is at^9 \5S L•�4k N w ➢ J' u e r g tll ?x p lip FR� '' LESS THAN 72' 6' -0"' LESS THAN 7Y 1:12 MAX. 1:12 MAX. BACK OF CURB SIDEWALK 9 (ACCESSIBLE ROUTE) SLOPE UP RAMP LANDING SLOPE UP TOP OF CURB BOTTOM OF CURD ACCESSIBLE PARKING SIGN- (7'-0' TO BOTTOM OF SIGN) 8 PREC WHEEL STOP (TV.) STANDARD ACCESSIBLE STANDARD PARKING SPACE PARKING SPACE PARKING SPACE SLOPE SHALL NOT EXCEED 2Y, _ IN ALL DIRECTIONS - Y' 4' BLUE � 4' MITE n rr (RECOMMENDED) 10 'r 4' 4" OPTIONAL ACCESSIBLE SYMBOL IN WHILE 60' / 3 TO 5 FEET HIGH a I 8'-6' 12' -0' MIN. / 13' -0' MAX. 5' -0" ACCES�IDLE PARKING BRACE EQE DADE COUNTY TO MEET SF8C, METRO -DADE DPR, FS 553 & ADAAG 11 AND CITY OF MIAMI PWD N.T,& - - - - - - - - D E F G Fi - - I U K - L M N (_ °m DO "U A n �1' TYPE 'A' JOINT m i TYP. / R/W LINE 5' -O °MIN oI _ {" NEW SIDEWALK EXISTING v, SIDEWAL 1/4-PER. FT. SLOPE R/W _- _ LINE TYPE 'B' JOINT T� 'A' JOINT PLAN `�. SECTION A -A ni 1/4 1/8 1/2" „ Q` � 1I m 1. Y TYPE 'A' TYPE 'B' TYPE 'C' © (OPEN TYPE JOINTS) (SAWED JOINTS) (EXPANSION JOINTS) LOCATION 'T' RESIDENTIAL AREAS 4° C 6" GREASE BAFFLE (DIRECTION & SIZE) IL 1 5' -0' CENTER TO CENTER q ON SIDEWALK 3.20 Q A :tTB a S U 4'g 4 s9 K � Is at^9 \5S L•�4k N w ➢ J' u e r g tll ?x p lip FR� '' LESS THAN 72' 6' -0"' LESS THAN 7Y 1:12 MAX. 1:12 MAX. BACK OF CURB SIDEWALK 9 (ACCESSIBLE ROUTE) SLOPE UP RAMP LANDING SLOPE UP TOP OF CURB BOTTOM OF CURD ACCESSIBLE PARKING SIGN- (7'-0' TO BOTTOM OF SIGN) 8 PREC WHEEL STOP (TV.) STANDARD ACCESSIBLE STANDARD PARKING SPACE PARKING SPACE PARKING SPACE SLOPE SHALL NOT EXCEED 2Y, _ IN ALL DIRECTIONS - Y' 4' BLUE � 4' MITE n rr (RECOMMENDED) 10 'r 4' 4" OPTIONAL ACCESSIBLE SYMBOL IN WHILE 60' / 3 TO 5 FEET HIGH a I 8'-6' 12' -0' MIN. / 13' -0' MAX. 5' -0" ACCES�IDLE PARKING BRACE EQE DADE COUNTY TO MEET SF8C, METRO -DADE DPR, FS 553 & ADAAG 11 AND CITY OF MIAMI PWD N.T,& - - - - - - - - D E F G Fi - - I U K - L M N (_ °m DO "U A n �1' TYPE 'A' JOINT m i TYP. / R/W LINE 5' -O °MIN oI _ {" NEW SIDEWALK EXISTING v, SIDEWAL 1/4-PER. FT. SLOPE R/W _- _ LINE TYPE 'B' JOINT T� 'A' JOINT PLAN `�. SECTION A -A ni 1/4 1/8 1/2" „ Q` � 1I m 1. Y TYPE 'A' TYPE 'B' TYPE 'C' © (OPEN TYPE JOINTS) (SAWED JOINTS) (EXPANSION JOINTS) LOCATION 'T' RESIDENTIAL AREAS 4° C 6" GREASE BAFFLE (DIRECTION & SIZE) IL r 5' -0' CENTER TO CENTER q ON SIDEWALK 3.20 Q 11 Q CONCRETE CURBS,DRIVEWAYS z AND SIMILAR STRUCTURES. 7.35 S N/A 3.85 TYPE P TYPE II E SD 2.3 A :tTB a S U 4'g 4 s9 K � Is at^9 \5S L•�4k N w ➢ J' u e r g tll ?x p lip FR� '' LESS THAN 72' 6' -0"' LESS THAN 7Y 1:12 MAX. 1:12 MAX. BACK OF CURB SIDEWALK 9 (ACCESSIBLE ROUTE) SLOPE UP RAMP LANDING SLOPE UP TOP OF CURB BOTTOM OF CURD ACCESSIBLE PARKING SIGN- (7'-0' TO BOTTOM OF SIGN) 8 PREC WHEEL STOP (TV.) STANDARD ACCESSIBLE STANDARD PARKING SPACE PARKING SPACE PARKING SPACE SLOPE SHALL NOT EXCEED 2Y, _ IN ALL DIRECTIONS - Y' 4' BLUE � 4' MITE n rr (RECOMMENDED) 10 'r 4' 4" OPTIONAL ACCESSIBLE SYMBOL IN WHILE 60' / 3 TO 5 FEET HIGH a I 8'-6' 12' -0' MIN. / 13' -0' MAX. 5' -0" ACCES�IDLE PARKING BRACE EQE DADE COUNTY TO MEET SF8C, METRO -DADE DPR, FS 553 & ADAAG 11 AND CITY OF MIAMI PWD N.T,& - - - - - - - - D E F G Fi - - I U K - L M N (_ °m DO "U A n �1' TYPE 'A' JOINT m i TYP. / R/W LINE 5' -O °MIN oI _ {" NEW SIDEWALK EXISTING v, SIDEWAL 1/4-PER. FT. SLOPE R/W _- _ LINE TYPE 'B' JOINT T� 'A' JOINT PLAN `�. SECTION A -A ni 1/4 1/8 1/2" „ Q` � 1I m 1. Y TYPE 'A' TYPE 'B' TYPE 'C' © (OPEN TYPE JOINTS) (SAWED JOINTS) (EXPANSION JOINTS) TABLE OF SIDEWALK THICKNESS -'T' LOCATION 'T' RESIDENTIAL AREAS 4° C 6" GREASE BAFFLE (DIRECTION & SIZE) NEW SIDEWALK, r 5' -0' CENTER TO CENTER q ON SIDEWALK 3.20 Q C. CONCRETE CURBS,DRIVEWAYS z AND SIMILAR STRUCTURES. 7.35 S TABLE OF SIDEWALK THICKNESS -'T' LOCATION 'T' RESIDENTIAL AREAS 4° AT DRIVEWAYS & OTHER AREAS 6" U) ST. INTERSECT C & G SEC 15.2 to • CONC. SIDEWALK, SEC 145 ITEM CROSS SPEC. ' REF. REF. ?„ C\ N.T.S. 0„ I' �I Q0 a. r 8" 24" D? E p -p CUED QUIRR - N.T.S. TABLE OF SIDEWALK JOINTS T LOCATION INVERT ELEV. (FD) P.C. AND P.T. OF CURVES. 'A' JUNCTION OF EXISTING AND GREASE BAFFLE (DIRECTION & SIZE) NEW SIDEWALK, B. 5' -0' CENTER TO CENTER 6.70 (S) ON SIDEWALK 3.20 'WHERE SIDEWALK ABUTS C. CONCRETE CURBS,DRIVEWAYS 2 AND SIMILAR STRUCTURES. V-0" ._ V-0" 3 /4"R 4 } "4 I ' 2'- 0' �I 2'" VALLEY GUTTER N.T.S. PROP. ASPHALTIC I I I EX[S'TING CONCRETE SURFACE XIST. ASPHALTIC COURSE CONCRETE SURFACE COURSE PROP. BASE COURSE PRIMED EXIST. BASE COURSE PRIMED EXIST. STABILIZED SUBGRADE PROP. STABILIZED SUBGRADE 5AWCU7 &STRIP BACK AND ASPHALTLIMEROCK MP_RALT TIE --1N DETAIL. N.T.S. INLET STRUCTURES TABULATION STRUCTURES NUMBER GRATE OR RIM INVERT ELEV. (FD) INVERT ELEV. (SOLID PIPE) FLO OR ELEV. STRUCTURES SIZE INSIDE DIM. (TYPE) GREASE BAFFLE (DIRECTION & SIZE) FRAME & GRATE TYPE OR COVER 1 9.95 6.70 (S) N/A 3.20 TYPE P - TYPE II (E) USF 5130 2 10.60 7.35 S N/A 3.85 TYPE P TYPE II E SD 2.3 3116' DIAM. HOLE W/ FORD ENGINEERS, INC. 1�r CADMIUM 12" LED BOL FAX (305) 470 -2805 DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL FTP -20 -06 U V U U 2' RADII 3/8" BORDER U U U V F SERIES C LEGEND Do U V V u cl- COLOR TOP BOTTOM BACKGROUND BLUE WHITE LEGEND AND BORDER WHITE BLACK U V VU U U V V RADII r BORDER VcJV V V V ^ I' SERIES C LEGENU 00 rc Aaam COLOR BACKGROUND WHITE V U V _. V UU V UUt)klU LEGEND AND BORDER BLACK V V UV 1 u u NDIFS u VUUu V TYPE AND CACE OF MAIL FOR SIGN AND POST SHALL BE EQUAL TO COUNTY V V U V U SICK REOUIRDIENT. V 1. � , SIGN REQUIRED FOR EACH PARKING SPACE w D u U V V V V V U V U 2. HEINIT OF SIGN SHALL BE ACCCRDANGE WI SECIKN 2h23 f!F IN MANUAALL ON UNIFOW U V -) U V TRAFFlO CONTRUL DEW'ES M.U.ECD,) O b I 1 Y ROUND BY .154 TD i� (wtiLL THICKNESSj. WWWAY PER p�OUpEp ALL y�RI 1L [A LOCAL AUIN1 STP ' O&PII CHA IV SCN W)H DISABL�DO PABKING SIGN STANDARD. R 113 2 -8 BASS 8' WALL (BRICK) (ALL AROUND) " WALL (GONG.) PLAN 2 -8 BAR` PLAN NER FILLET (ALL ARDUND} ro INST. JOINT RMNTTED I . V. (ROTH WAYS) -c ALTERNATE "fl" WASTq v&ED THREADED BAR 4' OR 5' 1/ 2` WALL UT & WASH WALL THICKNESS au 4 3` 3/4 IN& ! A• �S IN MIN. INS LLATIQN IN ESEE•CAST UNITS, LADDER WS SMALL BE INSTALLED IN BOXES 1D' IN DEPTH OR GREATER. INLEM INLET CONST. SEC. 3 SD J%`I� P) M.H. CONST. SECw - / N.T.S. ITEM CROSS SPEC, 2.6 flEF. flEF. SI�ET 3 of 4 GENERAL NOTES. 1.- CIRCULAR STRUCTURES (Alternates "A") MAY BE CONSTRUCTED OF CONCRETE OR BRICK. BUT RECTANGULAR STRUCTURES (Alternates " @" Bs "C ") 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 AS SPECIFICATION C -76, TABLE III, 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, SHALL BE CONSTRUCTED IN THE BOTTOMS OF ALL STRUCTURES TO A DEPTH EQUAL TO FALF THE DIAMETER OF THE LARGEST PIPE. 51- 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 -No 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. 6.- 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 6'. 5•- 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) ". INLET. MANHOLE AND JUNOON BOX. INLET CONST. SEC. 35, t/S'� Dom+ (TYPE P & J) M.H. CONST. C• Lw a N.T.S. ITEM CRDSS SPEC. REF. REF SELECT 4 of 4 25' I 25' VARIES FROM 0 TO 2' I EXIST. 20'± PAVEMENT EXIST, 17't PARKING I PROP. MILLING 6„ & RESURFACING I 6.67' 4.5' PROP. 7' i 10.5' PROP. 7.5' EXIST. 5' SWK PARKING PARKING && 2 C &G I 7 ") %� -MATCH TO EXIST, D N (1 3/4 ") 2y� SLOPE (�) LOPE SLOPE �LOPE I C A ASPHALTIC CO NCRETE SURFACE COURSE 1 1/2" THICK ((2) 3/4" LIFT (S -3)) 8" BASE COURSE, PRIMED ENTIRE WIDTH 12" STABILIZED SUBGRADE D PROP. 1" MILLING AND RESURFACING- W/ TYPE S -3 ASPHALT PROP. 2' VALLEY GUTTER J PROP. CONCRETE SIDEWALK A SW 57th COURT (SEE ARCHT. PLANS) PD- N.T.S. PROP. TYPE "D" CURB EXIST. TYPE "F" CURB AND GUTTER (D EXIST. CONCRETE SIDEWALK I I I 6., _ 4.5' I I NT I � PROP. I MILLING 25' S FROM TO 2' 7 3/4") n 0" I G ,1 G 2%, SLOPE SLOPE SLOPE SLOPE SLOPE, ....... .... 1 rA ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK ((2) 3/4" LIFT (S -3)) 8" BASE COURSE, PRIMED ENTIRE WIDTH �C 12" STABILIZED SUBGRADE PROP. 1" MILLING AND RESURFACING W/ TYPE S -3 ASPHALT UL PROP. 2' VALLEY GUTTER PROP, CONCRETE SIDEWALK B SW 57th COURT (SEE ARCHT. PLANS) P(- N.T.S. G PROP. TYPE "D" CURB H EXIST. TYPE "F" CURB AND GUTTER EXIST. 5' CONCRETE SIDEWALK J PROP. SOD K B 2 -11" 12" A = - r A2 Y4„ 1 4' 2' -4 2' 11�Q -] " ;r r� CI1 3 IM 78 SECTION A -A }� 1 o w MIN WEIGHTS <, 1 4,o a DF Gfl ITE GRATE: 153 LBS - FRAME: 215 LBS 3/4` DI A CORED HOLES FOR 5/8' DDL ms-PIN ( TACK WELD W PLACE }. SECTION - B INLET CONST. �c 355 SWALE INLET 50 -3.1 S.S. :STAINLESS STEEL ,'M CROSS SPEC. REF. REF. Atari APPROVED PflnsED STANDARD STORM DRAINAGE DETAIL ry 6/1/62 CATCH BASIN Ill 6Z26/61 8/10/66 - FRAME AND HINGED GRATE PUBLIC WORKS 2/9 /9s - a DEPARTMENT SHEET 1 OF 2 FORD ENGINEERS, INC. 1950 MV, 94th AVENUE, 2nd FLOOR co �i LLJ V V f� 0 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 p�OUpEp ALL y�RI 1L [A LOCAL AUIN1 STP ' O&PII CHA IV SCN W)H DISABL�DO PABKING SIGN STANDARD. R 113 2 -8 BASS 8' WALL (BRICK) (ALL AROUND) " WALL (GONG.) PLAN 2 -8 BAR` PLAN NER FILLET (ALL ARDUND} ro INST. JOINT RMNTTED I . V. (ROTH WAYS) -c ALTERNATE "fl" WASTq v&ED THREADED BAR 4' OR 5' 1/ 2` WALL UT & WASH WALL THICKNESS au 4 3` 3/4 IN& ! A• �S IN MIN. INS LLATIQN IN ESEE•CAST UNITS, LADDER WS SMALL BE INSTALLED IN BOXES 1D' IN DEPTH OR GREATER. INLEM INLET CONST. SEC. 3 SD J%`I� P) M.H. CONST. SECw - / N.T.S. ITEM CROSS SPEC, 2.6 flEF. flEF. SI�ET 3 of 4 GENERAL NOTES. 1.- CIRCULAR STRUCTURES (Alternates "A") MAY BE CONSTRUCTED OF CONCRETE OR BRICK. BUT RECTANGULAR STRUCTURES (Alternates " @" Bs "C ") 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 AS SPECIFICATION C -76, TABLE III, 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, SHALL BE CONSTRUCTED IN THE BOTTOMS OF ALL STRUCTURES TO A DEPTH EQUAL TO FALF THE DIAMETER OF THE LARGEST PIPE. 51- 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 -No 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. 6.- 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 6'. 5•- 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) ". INLET. MANHOLE AND JUNOON BOX. INLET CONST. SEC. 35, t/S'� Dom+ (TYPE P & J) M.H. CONST. C• Lw a N.T.S. ITEM CRDSS SPEC. REF. REF SELECT 4 of 4 25' I 25' VARIES FROM 0 TO 2' I EXIST. 20'± PAVEMENT EXIST, 17't PARKING I PROP. MILLING 6„ & RESURFACING I 6.67' 4.5' PROP. 7' i 10.5' PROP. 7.5' EXIST. 5' SWK PARKING PARKING && 2 C &G I 7 ") %� -MATCH TO EXIST, D N (1 3/4 ") 2y� SLOPE (�) LOPE SLOPE �LOPE I C A ASPHALTIC CO NCRETE SURFACE COURSE 1 1/2" THICK ((2) 3/4" LIFT (S -3)) 8" BASE COURSE, PRIMED ENTIRE WIDTH 12" STABILIZED SUBGRADE D PROP. 1" MILLING AND RESURFACING- W/ TYPE S -3 ASPHALT PROP. 2' VALLEY GUTTER J PROP. CONCRETE SIDEWALK A SW 57th COURT (SEE ARCHT. PLANS) PD- N.T.S. PROP. TYPE "D" CURB EXIST. TYPE "F" CURB AND GUTTER (D EXIST. CONCRETE SIDEWALK I I I 6., _ 4.5' I I NT I � PROP. I MILLING 25' S FROM TO 2' 7 3/4") n 0" I G ,1 G 2%, SLOPE SLOPE SLOPE SLOPE SLOPE, ....... .... 1 rA ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK ((2) 3/4" LIFT (S -3)) 8" BASE COURSE, PRIMED ENTIRE WIDTH �C 12" STABILIZED SUBGRADE PROP. 1" MILLING AND RESURFACING W/ TYPE S -3 ASPHALT UL PROP. 2' VALLEY GUTTER PROP, CONCRETE SIDEWALK B SW 57th COURT (SEE ARCHT. PLANS) P(- N.T.S. G PROP. TYPE "D" CURB H EXIST. TYPE "F" CURB AND GUTTER EXIST. 5' CONCRETE SIDEWALK J PROP. SOD K B 2 -11" 12" A = - r A2 Y4„ 1 4' 2' -4 2' 11�Q -] " ;r r� CI1 3 IM 78 SECTION A -A }� 1 o w MIN WEIGHTS <, 1 4,o a DF Gfl ITE GRATE: 153 LBS - FRAME: 215 LBS 3/4` DI A CORED HOLES FOR 5/8' DDL ms-PIN ( TACK WELD W PLACE }. SECTION - B INLET CONST. �c 355 SWALE INLET 50 -3.1 S.S. :STAINLESS STEEL ,'M CROSS SPEC. REF. REF. Atari APPROVED PflnsED STANDARD STORM DRAINAGE DETAIL ry 6/1/62 CATCH BASIN Ill 6Z26/61 8/10/66 - FRAME AND HINGED GRATE PUBLIC WORKS 2/9 /9s - a DEPARTMENT SHEET 1 OF 2 U.S. FOUNDRY & MANUFACTURING CORPORATION 35 3/4 ;Y- / / o UIN. mill rium TIIJLCJ 43 REFER TO USF 5120 FOR DRIVEWAY CURB INLET FRAME AND GRATES WITHOUT CURB HOOD 14.79' I I Y I I 6" PROP. 7' PARKING AI 7 3/4+) I 2% SLOPE I (1 3/4�) (Q" -- "-� SLOPE S L 0 E Ic USF 5130 - 6168 rA ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK ((2) 3/4" LIFT (S -3)) Q 8" BASE COURSE, PRIMED ENTIRE WIDTH 12" STABILIZED SUBGRADE PROP. 2' VALLEY GUTTER PROP. CONCRETE SIDEWALK C SW 74th STREET SEE ARCHT. PLANS PD- N.T.S. N (' J PROP, TYPE "D" CURB L 0 r� 6-a 7A 10-1 FORD ENGINEERS, INC. 1950 MV, 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172 V V f� 0 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 U V U U PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO U U U V V U U V V u cl- n- UUV VUVt' V U V VU U U V V V VcJV V V V U V V V V V U U U J V U V V V UU V UUt)klU V u v V V UV 1 u u u u VUUu V V V V U V U u V v w D u U V V V V V U V U UUV U V -) U V U.S. FOUNDRY & MANUFACTURING CORPORATION 35 3/4 ;Y- / / o UIN. mill rium TIIJLCJ 43 REFER TO USF 5120 FOR DRIVEWAY CURB INLET FRAME AND GRATES WITHOUT CURB HOOD 14.79' I I Y I I 6" PROP. 7' PARKING AI 7 3/4+) I 2% SLOPE I (1 3/4�) (Q" -- "-� SLOPE S L 0 E Ic USF 5130 - 6168 rA ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK ((2) 3/4" LIFT (S -3)) Q 8" BASE COURSE, PRIMED ENTIRE WIDTH 12" STABILIZED SUBGRADE PROP. 2' VALLEY GUTTER PROP. CONCRETE SIDEWALK C SW 74th STREET SEE ARCHT. PLANS PD- N.T.S. N (' J PROP, TYPE "D" CURB L 0 r� 6-a 7A 10-1 r FORD ENGINEERS, INC. 1950 MV, 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172 PH. (309) 477.6472 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 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 r r_-L cl- n- m C!} W Q u f- � d LLJ C) Ek� < a_ :2E LLJ_ zCj /��jt/� LL L / M LI � ILL �- C D c� U LL LL_ LLJ (n LLJ u cr� C� © I- LLJ = I U Iz c:I LLJ => C21 LL] C W CO a LLJ � wVV LLJ a o e O z U) w w C9 Z 0g 0 U)af a 0 nILL. U-i U7 O U) "o z co LL QQ Lu F- IF-_ j M C) C) CL a m 0 0 4 U,° 0 UJ 0 uS 27- j _m U) o0 LO 6- d U F- m LLl ¢ U Cl °¢ Z H F_ Z U y��,.M, °y�h' 0 ,+•"°. ,i a a y a a.d"�.o'1� as /Y4 LL j;, m e 0 v `r O f RIyw. tip( a a a c� SCALE: N.T.S. DESIGNED BY: M. PERAL DRAWN BY: M. PERAL CHECKED BY: M, HERNANDEZ SET #: DATE: 04/11/13 PROJECT No: 13-008 SHEET: PDm2 3of3 r