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14-752-006I 1-2 PERFORATED CMP PIPE JOINTS RE TO BE BANDED, BLIT NO GASKET LOCATION T SELECT ALL AT DRIVEWAYS & OTHER AREAS "TI ALTER Ic 1 SID. GL(SEE So 2.2) GI OUT I N 1 sl>i .B, 5' -0• CENTER TO CENTER 4.75 E SEE PUYT PLAYS t JONT -I I'? (1137 CONCRETE CURBS,DRIVEWAYS 4' -0" CT ALL "4% SEE NOTE 4 U q/il!/i$T Root SIG. YANNOIL OR (SEE NOTE a) CATCH BASIN �1 3 Q7I��QTS��Q�HP�ERFO- � + �ENGT,IS ? PIPES (SEE NOTE 2) (SEE NOTE 2) B C LENGTH OF FRENCH DRAIN UP TO 50 LF. ONE STRUCTURE 3' -0' LONGITUDINAL SECTION SECTION NOTES 1. PLASTIC FILTER AT EA. SIDE, TOP AND BOTTOM) SHALL BE USE IN SANDY AREAS AS NOTED ON PLANS AND/OR AS DIRECTED BY THE ENGNEER. >f 2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING w GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. FABRIC _ 3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT APPROAED REMSiD SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO D TO ALLOW INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE tSELECT 1:1 OR STEEPER 6/1/62 PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXIFILTRATION 6/26/61 PLASTIC TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. SEE FILM FABRIC. 4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2 (AVG. OCTOBER GROUND WATER LEVEL). gDrTO • DEPARTMENT E� 2/9/99 NOTE: IF THIS DETAIL IS TO BE USED FOR PRETREATMENT SHEET 1 OF 2 OF STORMWATER RUN -OFF, THE INVERT OF PIPE TO BE AS SHOWN IN W.C. 2.2' IF PRETREATMENT HAS IMEANS �T�� BEEN PROVIDED THRU OTHER THE INVERT OF PIPE CAN BE LOWER THAN SHOWN IN W.C. 2.2. MAY BE USED N MEAL WHERE TRENCH WALLS WILL NOT STAND VEIRKAL, OR WHERE CAVE N TYPICAL EXFlLTRATION TRENCH DETAIL BELOW THE WATER TABLE IS wff1Y TO OCCUR' . • TO Be USED AT THE ENGINEER'S DISCREDON. SEC. 320 0 STANDARD STORM STORM DRAINAGE DETAIL S D °"TMA70N T"°'C" SEC. J60 DE81ca wARA ABLE DES. MM. SEC. D4 1 J'E PIPE EXFlLTRATION TRENCH BALLAST ROCK sEC PVMFNT RESTORATION I R -21.1 N.T.S. META �a 5 = l3l 3 3 ttp i i•° � 3' i t "Ill f II t t$ 3 E � F ba ; j t ..•.A ' i wt t I< I� � � i ' ,H •, . 4 w r N b y K ' 4/ �{ k P o�� I< a 3 i r 7 1- 7 J D J J L K J L 2 8 a 5 Ll > L I a L J 9 L n A 7 D i 0 t 13U1• F-11 BACK OF CURB SIDEWALK (ACCESSIBLE RI - TOP OF CURB n oo - - THAN 77' fi'-0 "' 1 RIM THAN 77' 8'-6" 12' -0" MIN / 13' -0' MAX. 5' -0" ACCESSIBLE PARKING SPACE FOR DADE COUNTY TO MEET SFBC, METRO -DADE DPR, FS 553 & ADAAG AND CITY OF MIAMI PWD ILTJL ME "O v a) _r A n TYPE 'A' JO NT �o N 5' -0" TYP. R/W LINE QI 5' -0 "MIN rn NEW SIDEWALK S DIEWAL 1 /4'PER. FT. SLOPE R/W LINE al TYPE 'B' JOINT PLAN T\ 'A' JOINT SECTION A -A 1 8� A N V 1 /4„ / 1/2" O, v N N v TYPE 'A' TYPE 'B' TYPE 'C' (OPEN TYPE JOINTS) (SAWED JOINTS) (EXPA S1 FO JbINTS) (� o Z b O z TABLE OF SIDEWALK THICKNESS -'T' LOCATION T RESIDENTIAL AREAS 4" AT DRIVEWAYS & OTHER AREAS 6" 1 NEW SIDEWALK. .B, 5' -0• CENTER TO CENTER 4.75 E # 1.25 3 i r 7 1- 7 J D J J L K J L 2 8 a 5 Ll > L I a L J 9 L n A 7 D i 0 t 13U1• F-11 BACK OF CURB SIDEWALK (ACCESSIBLE RI - TOP OF CURB n oo - - THAN 77' fi'-0 "' 1 RIM THAN 77' 8'-6" 12' -0" MIN / 13' -0' MAX. 5' -0" ACCESSIBLE PARKING SPACE FOR DADE COUNTY TO MEET SFBC, METRO -DADE DPR, FS 553 & ADAAG AND CITY OF MIAMI PWD ILTJL ME "O v a) _r A n TYPE 'A' JO NT �o N 5' -0" TYP. R/W LINE QI 5' -0 "MIN rn NEW SIDEWALK S DIEWAL 1 /4'PER. FT. SLOPE R/W LINE al TYPE 'B' JOINT PLAN T\ 'A' JOINT SECTION A -A 1 8� A N V 1 /4„ / 1/2" O, v N N v TYPE 'A' TYPE 'B' TYPE 'C' (OPEN TYPE JOINTS) (SAWED JOINTS) (EXPA S1 FO JbINTS) (� o Z b O z TABLE OF SIDEWALK THICKNESS -'T' LOCATION T RESIDENTIAL AREAS 4" AT DRIVEWAYS & OTHER AREAS 6" F*I -H ST. INTERSECT C & G SEC 15.2 to • CONC. SIDEWALK, SEC 14 CROSS I-. ITEM REF. REF. 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 4.75 E ON SIDEWALK 1.25 • WHERE SIDEWALK ABUTS 'C' CONCRETE CURBS,DRIVEWAYS DW CORED NO= FOR. AND SIMILAR STRUCTURES. 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 11 E SD 2.3 DW CORED NO= FOR. 2� n �1 3 N TYPE "D" MEDIAN CURB N.T.S. 6' I�I \2:"R,.', N , • N (D 8" 24" TYPE "F" CURB & GUTTER N.T.S. 3/16• DIAII MIME W/ rcAow R ( 12" C ' �iiTw) FTP -20-06 -RADII 3/8- BORDER 1' SERIES C LEGEND COLOR TOP BOTTOM BACKGROUND BLUE YMITE LEGEND AND BORDER YMITE BLACK I' RADII IT BORDER 1- SERIES C LEGEND 00 BCACNOUGRROUNO MITE LEGEND AND BORDER BLACK role TYPE AND cACE OF MAR. FOR EE E" TO SIN REOURBUT. SKN REO7ED FOR E ACH PANG SPA£ 1. g 2 HDGHTT OF SIGN SHALL pFBE IN ACCORDANCE WTRAfF1COCWTR20AL DENC£S TT UT M) ON UNF081 o (2� Cam) ROUND ALUI. PST. 1WAY RTLI g LL 1- u LD�wQ 0 �o�_ O� 11� O LL Ige0"ACTO R OSRHNLL NERIFY(�AM 11TE L6&M CPo1E1 P 0"RR TO PIIROIAASIEIAACH 9D1 WM DISABLED PARKING SIGN STANDARD, R 113 LC: - 3/4 "R T G T H :► t ALTERNATE "B' m IM �• ` !' 'V1L LADDER BARS SHALL BE INSTALLED N NOTEN BOXES 10' N DEPTH OR GREATER INLET. MM& INLET COAST. SEC. LSD M?E P) M.N. oaaT. $pEL 2.6 N.T.S. ITEM Off,' SHEET 3 a 4 2' -O" _ 2' VALLEY GUTTER N.T.S. PROP. ASPHALTIC PROPOSED 1 1 EXISTING CONCRETE SURFACE XIST. ASPHALTIC COURSE CONCRETE SURFACE COURSE 6" . +: ' "try'•. !';"R �:i'%�i= PROP. BASE COURSE PRIMED EXIST. BASE COURSE PRIMED EXIST. STABILIZED SUBGRADE PROP. STABILIZED SUBGRADE S(WCUT & STRIP BACK 6 OF EXIST. UMEROCK AND ASPHALT ASPHALT TIE -IN DETAIL N.T.S. F J_ GENERAL NOTES: 1.- CIRCULAR STRUCTURES (ARematee 'A7 MAY BE CONSTRUCTED OF CONCRETE OR BRICK, BUT RECTANGULAR STRUCTURES (ANemata "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 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 FLAW CHANNELS COMPOSED OF CONCRETE, OR BRICK AND MORTAR, SHALL 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 -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. 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 CAST -IN -PLACE OR PRECAST CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 7, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AG 318 -71)'. 'INI INLEf COAST. SEC. SD JUNCTION ENIX, (TYPE P a J) Y H coNSr. a 2.6 SHBET N.T.S. ffOAj� 4 of 4 21' i ?� N I H %8 MIN WEIGHTS DORM, FLORIDA 33172 �t FAX (305) 470 -2805 1 4TO CL GF ORATE GRATE: 153 LBS 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 n FRAME: 215 LBS u DW CORED NO= FOR. 2� n �1 3 A B C D E m SEC 355 LC: - 3/4 "R T G T H :► t ALTERNATE "B' m IM �• ` !' 'V1L LADDER BARS SHALL BE INSTALLED N NOTEN BOXES 10' N DEPTH OR GREATER INLET. MM& INLET COAST. SEC. LSD M?E P) M.N. oaaT. $pEL 2.6 N.T.S. ITEM Off,' SHEET 3 a 4 2' -O" _ 2' VALLEY GUTTER N.T.S. PROP. ASPHALTIC PROPOSED 1 1 EXISTING CONCRETE SURFACE XIST. ASPHALTIC COURSE CONCRETE SURFACE COURSE 6" . +: ' "try'•. !';"R �:i'%�i= PROP. BASE COURSE PRIMED EXIST. BASE COURSE PRIMED EXIST. STABILIZED SUBGRADE PROP. STABILIZED SUBGRADE S(WCUT & STRIP BACK 6 OF EXIST. UMEROCK AND ASPHALT ASPHALT TIE -IN DETAIL N.T.S. F J_ GENERAL NOTES: 1.- CIRCULAR STRUCTURES (ARematee 'A7 MAY BE CONSTRUCTED OF CONCRETE OR BRICK, BUT RECTANGULAR STRUCTURES (ANemata "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 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 FLAW CHANNELS COMPOSED OF CONCRETE, OR BRICK AND MORTAR, SHALL 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 -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. 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 CAST -IN -PLACE OR PRECAST CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 7, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AG 318 -71)'. 'INI INLEf COAST. SEC. SD JUNCTION ENIX, (TYPE P a J) Y H coNSr. a 2.6 SHBET N.T.S. ffOAj� 4 of 4 21' i ?� N I H %8 MIN WEIGHTS DORM, FLORIDA 33172 �t FAX (305) 470 -2805 1 4TO CL GF ORATE GRATE: 153 LBS 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 a- CL FRAME: 215 LBS DW CORED NO= FOR. 2� �1 6/r OIA SAPN ( TAM WELD N PLACE } INLET CONST. m SEC 355 SWALE INLET so-at S.S.:STAINLESS STEEL ITEM REF. REF. APPROAED REMSiD STANDARD STORM DRAINAGE DETAIL D D&W �EY 6/1/62 CATCH BASIN 6/26/61 8/10/66 FRAME AND HINGED GRA PUBLIC WORKS • DEPARTMENT 2/9/99 SHEET 1 OF 2 I I I I 8'f PROP. 7 2' 11' 1 17' PARKING 1 7 3 4" Q ( I EXIST. SOUK. EXIST. C &G. pz!�) p„ , 2% SLOPE SLOPE SLOPE SLOPE ... ..... ---- - - - - -- ----------------- - - - --1 G- --------1--------------------- C OA 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 OE PROP. 2' VALLEY GUTTER OF PROP. CONCRETE SIDEWALK q SW 57th COURT (SEE ARCHT. PLANS) N.T.S. © PROP. TYPE "D" CURB D TOP ELEV. +9.10 1' I MATCH TO EXIST. ELEV. 18.43 SLOPE I :.i :...... ....... OA ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK ((2) 3/4" LIFT (S -3)) © 8" BASE COURSE, PRIMED ENTIRE WIDTH © 12" STABILIZED SUBGRADE rc p- N.T.S. 25' I 7't 5' PROP. 7' 2' 11' PARKING 1 1 7 3 4 ") A I I ?% SLOPE (1 3 4) p" SLOPE SLOPE SLOPE •:'.•.. ",-Y. •v', I�I�NIB�L>•� wool 1 I---------- t---------------------- - - - --1 G- ------------------------------------ C OA 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 OE PROP. 2' VALLEY GUTTER OF PROP. CONCRETE SIDEWALK B SW 57th COURT (SEE ARCHT. PLANS) p- N.T.S. © PROP. TYPE "D" CURB NKUH. IJULUINU I ' DP. BERM ELEV. +9.10 2' 1' 2' 18' PARKING 11.5' 11.5' 18' PARKING (+3 1 4" +3 1 4" MATCH TO EXIST. A +2 3/4 I p„ A +2 3 4" ELEV. 18.43 I 1.5% SLOPE 1.5% SLOPE ` 2 %SLOPE 2�% SLOPE �--- C 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. CONCRETE WHEEL STOP rD �- N.T.S. L 1 0 1 2-1 34 4-1 6-1 7-1 8-1 9'F 10-1 FORD ENGINEERS, INC, 1950 N,W, 94th AVENUE, 2nd FLOOR DORM, FLORIDA 33172 PH. (305) 417-6472 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 a- CL _ < m Ld L.Li 0 Q Z ~ O :D Fo a_ (n Of U O w >_ o� U E1! LLJ CL 0 w V) w d- LLI Q o 0 0 o z w z Z �< O �cc ao U =� z� W '00 z w cl) V U uj 0 CL Z W o u) U w Q 0 06 ¢ O V w 0 C6 LC) Q Q o 9 U �c Z Cn Lil v o 0 �,,, 111111y111�,', rn Q'. •' Vv//. Z .� •� 40 X Z CO =_• • LL 0 o;ui .J o O `• j 10 r !V Q U. Z''L� •' c' ♦ LL ,,,���• PiO' 0 r* v SCALE: N.T.S. DESIGNED BY: M. PERAL DRAWN BY: M, PERAL CHECKED BY: M. HERNANDEZ SET f DATE: 09/30/13 PROJECT N0: 13-046 SHEET. PD=2 3of3