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14-752-0051-1 , I 1-6 E a 1 7 U u J T r ,J L i= Q 8 3 L a m 3 a Y) 0) L I a L J 9 L n 3 1 CiLa� X11 a A B E TO BE BAIJDEDBUT NO WSKET SELECT Fu sy� a GRATE OR RIM STD. C.B.(YI W Z2) INVERT ELEV. SOLID PIPE FLOOR ELEV. R SA 11C RtTER FABf80 1 j R6UT FRAME & GRATE TYPE OR COVER SEE ,. 4.75 E N/A 1.25 TYPE P JOINT ...I ji:" (SEE PLAINT PUNS $ t 4' -0' FILL 4'• SEE NOTE • BALLAST ROOD z 0.05 TYPE P TYPE II (NW) ` g,VUST ROCN 510. YANNOIE OII (5[E NOTC J) CATCH BASIN 1 Q���QTS��QT�P�ERFO- 1 • �ENGTHSOF PIPE$ aa00 (SEE NOTE 2) LENGTH OF FRENCH DRAIN UP TO 50 LF. ONE STRUCTURE LONGITUDINAL SECTION S -0' SECTION � NOTES �� 1. PLASTIC 19LTER AT EA. SIDE, TOP AND BOTTOM) SHALL BE USE IN SANDY AREAS AS NOTED ON PLANS AND /OR AS DIRECTED BY THE ENGINEER. SELECT FILL 2. THE BOTTOM OF THE EXFILIRA71ON TRENCH SHALL BE 15' -0" BELOW EXISTING h j GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. PLASTIC b 3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT FILTER FABRIC F SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO H I J TO ALLOW INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE L M PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE t.t ��� BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFILTRATION TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS., 4 PLASTIC Fa3ER FABRIM 4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2 (AVG. OCTOBER GROUND WATER LEVEL). BOTTOM EILV. (SEE NOTE 2) NOTE: NT OF STORMWATERSRUN BE STHEFOR r� OFF INNVERT OF PIPE TO BE AS SHOWN IN W.C. 2.2• IF PRETREATMENT HAS BEEN PROVIDED ).LEANS ALT, TRANS SECTION THRU OTHER THE INVERT OF PIPE CAN BE LOWER THAN SHOWN IN W.C. 2.2. y,Ay BE USED N AREAS WHERE TRENCH WALLS TYPICAL EXFILTRATION TRENCH DETAIL WILL NOT STAND VERnCA" OR WFIERE CAVE N BELOW THE WATER TABLE Is LRQLr TO OCCUR. TO BE USED AT THE FNKNINEER'S DISCRETION. 320 STANDARD STORM DRAINAGE DETAIL � T1ON TRENCH -s 680 15" PIPE S D DESIGN WATER TABLE DES. MAN, SEC. D4 BALLAST ROCK SEC. 3eo EXFILTRATION TRENCH q q N.T.S. • I I TWMENF RESTORATION R -21.1 ITEM CROss W. ! Yl f a, it III If1 11E1 ad; ��s trz46 r �wIL�y _______________ 666 81i i ., .CAIN wt � • i i i Z ' _________ ______ •• � r ii tl :a $ - all r<isQ PROP. ASPHALTIC PROPOSED 1 I I EXISTING CONCRETE SURFACE AST. ASPHALTIC COURSE CONCRETE SURFACE COURSE PROP. BASE COURSE PRIMED XIST. BASE COURSE PRIMED EXIST. STABILIZED SUBGRADE PROP. STABILIZED SUBGRADE SPWCUT & STRIP BACK 6 OF EXIST. LIMEROCK AND ASPHALT ASPHALT TIE -IN DETAIL N.T.S. LESS THAN 72' 6' -0" LESS THAN 72' 1:12 MAX 1:12 MAX -BACK OF CURB SIDEWALK (ACCESSIBLE ROUTE) SLOPE UP -TOP OF CURB RAMP LANDING SLOPE UP BOTTOM OF CURB ACCESSIBLE PARKING SIG (7' -0' TO BOTTOM OF SICK) to I 0 0 PRECAST CONC. WHEEL STOP (TYP.) STANDARD ACCESSIBLE STANDARD PARKING SPACE PARKING SPACE PARKING SPACE SLOPE SHALL NOT EXCEED 2X IN ALL DIRECTIONS p 4' WHITE _ 4' BLUE (RECOMMENDED) q a4 z 3 !�fi4 T4 6• 6. 6• OPTIONAL ACCESSIBLE SYMBOL IN WHITE 60' 3 TO 5 FEET HIGH 8' -6' I 12' -O• MIN. / 13' -0' MAX I 5' -0• I 8' -6• I TO MEET SFBC, METRO -DADE DPR, FS 553 & ADAAG AND CITY OF MIAMI PWD NTA D E F G H I J K L M N 0 C 2 -5 BARS 2 -118 2 1 12• m° a) ) TALL AROUND) s' -e• - t DTA HOLES so c-G WALL > n TYPE 'A' JO NT Lam) - GENERAL NOTES: 5' -0" ,3S 1.- CIRCULAR STRUCTURES (Altemates 'A) MAY BE CONSTRUCTED OF CONCRETE o 'O%T Oo (n OR Bmc K, BUT RECTANGULAR STRUCTURES (Ntemates 'B' & 'C) SHALL BE o a 0000 0 0 TYP. CONSTRUCTED OF CONCRETE ONLY. THE CONCRETE MAY BE CAST -IN -PLACE o 0 o a - 1 -<1 R/W LINE Elm Elm 2.- WALL REINFORCEMENT AND THICKNESS ARE FOR EITHER CAST -IN -PLACE 2 Y4" 0 °0 °pO° 5' -0 °MIN OR PRECAST CONCRETE EXCEPT THAT FOR PRECAST CIRCULAR UNITS ASTM A O, 2 -a BARS iaLET SPECIFICATION C -78, TABLE III, FOR 8 WALL RDNFORCED CONCRETE PIPE _ - OR478EC ACCEPTABLE TOP ANACCDOR�J�E SUB THICKNESS AND TME WITH ASTM SPECIFICK NEW SIDEWALK S DIEWAL R/W - REINFORCEMENT ARE FOR ALL TYPES OF CONSTRUCTION. nJ ° 1/4 "PER. FT. SLOPE LINE 3.- PRECAST TOP AND /OR FLOOR SLABS MAY BE OF THE SAME CONCRETE AS 1 4' PICK HOLE Jy SPECIFIED IN ASTM SPECIFICATIONS C -478 FOR PRECAST CIRCULAR UNITS. TYPE 'B' JOINT QI T`? 'A' JOINT 1 rBDTIt liArrs)c -c 4. SHALL BE CONSTRUCTED INcICIHEOSBOTTOMS OF ALL STRUCTURES TO AMORTR, PLAN PLAN SECTION A -A rn N ut ] s EQUAL TO HALF THE DIAMETER OF THE LARGEST PIPE. 1 �4" 1 /$ 1/2 5.- CORNER FILLETS SHOWN FOR RECTANGULAR STRUCTURES ARE NECESSARY ONLY 4" tl WHEN STRUCTURES ARE USED IN CONJUNCTION WITH CIRCULAR TOPS. O 0 2 1 8' 1 8• V N Ni �T 6.- STRUCTURES SHALL BE SECURED TO INLET THROATS, RISERS OR MANHOLE TOPS %0 'F o WITH A MINIMUM OF 6 -No 4 BARS 12• LONG. OR AS SHOWN ON SHEET 2. 2' -4, \ a i /8' �I 7.- ANY INLET, MANHOLE OR JUNCTION BOX MAY BE USED N CONJUNCTION WITH ANY 0 LBDm NArsj'� 7' ►CAIN 4 a,RS, a• C� INLET THROAT OR MANHOLE TOP. (BORN curs) 8.- BRIG MORTAR USED TO SEAL THE PPE IN THE WALLS OF THE IT PRECAST THICK UNITS SHALL INSIDE 2' ALTERNATE "B" OF SUCH A MIX THAT SHRINKAGE WILL NOT CAUSE LEAKAGE INTO OR OUT OF THE UNITS d M �4 1 4 w w 3 ,. 2 rr! Li ALTERNATE A 't' MAXIMUM OPENING FOR PIPE SHALL BE MAX. REQUIRED OD + 8'. n` 1/2• TYPE 'A' TYPE 'B' TYPE 'C' "u"T4 e.- BRICK MASONRY CONSTRUCTION SHALL BE PLASTERED wlDl 1/Y THICK M01RTM INSIDE 0 (OPEN- TYF��OINTS) (SAWED JOINTS) (EXPANSION JOINTS) , / a 1.��J B 10.- CONCRETE PROTECTION FOR REINFORCEMENT IN CAST -IN -PLACE OR PRECAST CONCRETE �'i@ SECTION A -A 1• ED IIVyy� w P AS WALL SFWl BE N ACCORDANCE WITH CFNPIER 7. -BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -71)'. C3 i AD BAR DETAILS _ n r 4 N TP CL Or aMIC MIN WEIGHTS R t 1/21 =1 7. ,p„ 115 B3[_4S 06l y 1 4 GRATE: 153 LBS - wT MN. FRAME: 215 LBS NOTES: -- 1 -LERER ON COERR TO BE ARRANGED WITH A RADIUS OF 6 1/2' = INSTALLATION IN 1' -5 2 s /.• LEA oDRED HOLES FGR. TO cexrER of LETTERS. FIT (OPTIONAL) PRECAST UNITS. a/a• DIA omm TACK ES WE1D N RACE 2- 1 T BEADS. LONG . 3/6• DFII+ . 1/4• TO 5/16• THICK, AND FLUSH L"PIN fW_ , ST. INTERSECT C & G SEC 15.2 3 -BENS TO BE 3/6' HIGH WITH A RADIUS OF 1/2' AT BOTTOM AND 3/6• AT TOP l0 • CONC. SIDEWALK, EC 145 �g' INLE7 COAST. SEC Sea 4.-ALL OWING SURFACES .ro BE MACHINED. �T BOXES 10' B'IIN DEPTH OR GREATER. N /WALE INLET aD-S1 5-MIN WEIGHTS ITEM CROSS SPEC. 3 CROSS FRWE 365 LBS. COVER 1 as 1B5. REF. REF. S.S.: STAINLESS STEEL ITEM REF. REF. TILLER. MANHOLE ANB eD INLET MANI40LE AND SD APPROVED , STANDARD STORM DRAINAGE DETAIL JUNIC110N BOX_ INLFI CONSf, slx Iv �+ raET cKx+sr. Ix I �+ /�/��y a/1�a/1���� (TYPE P) M.H. CONST. pEG 2e6 (jyPE P # J) MA KxHSr. 5. 2.6 �� W.Aoum 6 t 62 CATCH BASIN MARALif'6l\ APPROVED lersm STA11� S10l01 TlIW4AOE DETA6 N.T.S. rrEM sREF, g1EEI J d 4 N.T.S. DEAN REF SHEET 4 d 4 6/26/61 8/10/68 FRAME AND HINGED GRATE 23 EAffi �Y -STORM SEWER MANHOLE SD PuDEP DEPARTMENT WORKS - 2 /9/99 PWA WpRKS s -26-�e FRAME AND COVER 4.4 SHEET 1 OF 2 pFpAR7MENT R„ go, 1 /: N IL A V�jr� TABLE OF SIDEWALK THICKNESS -'T' LOCATION T' RESIDENTIAL AREAS 4" AT DRIVEWAYS &OTHER AREA 6" TYPE "D" MEDIAN CURB N.T.S. 6" ED 1 .2 "R . (D . 1 8" 24" ZYP_E "F" CURB & GUTTER N.T.S. 3//1t6' BAIL HOLE W/ ELATED BOLT (TW)\ 1 L t t FTP -20-06 2• RADII 3 /LY BORDER 1• SERIES C LEGEND Caal TOP BOTTOM BACKGROUND BLUE WHITE LEGEND AND BORDER MITE BUCK 1• RADII '• BORDER sea 1' SERIES C LEGEND COLOR 00 ewer BACKGROUND MITE LEGEND AND BORDER BLACK Eta! TYPE AND GALE tK WATL FOR SIGN TOOCd1N11 � 1O�j SON REOLIRDIWT. 1 ONE (I) SY21 REDIAIED FOR EACH PANMG SPACE z HE YNT a soN SHNL ANCE wTH SECaax 21 23 YANU ON INTONM tRARRO CORRa CENfES .LCD. O I� W_ nia [ul AUaL P05T. MAY PBI F- u a �w Mom o� 01MCCONNTRRpAECpTONRFOSHHAL YYEERIFY ALL THE AT EACH SON w1H LOCAL AUTHN6TIE5 Pf00R TO PURWk&C DISABLED PARKING SIGN STANDARD, R 18.3 In TABLE OF SIDEWALK JOINTS 'T' LOCATION P.C. AND P.T. OF CURVES. 'A' JUNCTION OF EXISTING AND NEW SIDEWALK. ,B, 5' -0" CENTER TO CENTER ON SIDEWALK • WHERE SIDEWALK ABUTS 'C' CONCRETE CURBS,DPoVEWAYS AND SIMILAR STRUCTURES. 1' -0" I 1' -0" 3/4'R N.T.S. I 8'± PROP. 7' 11' I 17' PARKING I 6" MATCH EXISTi I PAVEMENT EXIST. C &G. EXIST. SOUK. /�] � 2% SLOPE SLOPE SLOPE SLOPE ---- - - - - -- ---------------- - - - - -� -- G- --------1--------------------- 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 EO PROP. 2' VALLEY GUTTER O PROP. CONCRETE SIDEWALK A SW 59th PLACE (SEE ARCHT. PLANS) �- N.T.S. © PROP. TYPE "D" CURB OP ELEV. +9.10 1' ' I MATCH TO EXIST. ELEV. ±8.43 SLOPE PE- 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 C D- N.T.S. I 7'± 5' PROP. 7' 11' ) PARKING I 6" MATCH EXIST] I A [PAVEMEN 2% SLOPE 0� D I -- SLOPE SLOPE I SLOPE r• = = =no now I mmmummmmumm = =NMMMMMMNWOMMM, I---------- t---------------------- - - - --I G- ---------L-------------------------- 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 OE PROP. 2' VALLEY GUTTER OF PROP. CONCRETE SIDEWALK g SW 74th STREET (SEE ARCHT. PLANS) N.T.S. © PROP. TYPE "D" CURB D PROP. BULDING I ' PROP. BERM TOP ELEV. +9.10 ' 1' ' 18' PARKING 11.5' 11.5' 18' PARKING I +3 1/4") +3 1 4" MATCH TO EXIST. +2 3/4") I +2 3 4" ELEV. ±8.43 0 I 1.5% SLOPE 2% SLOPE 2% SLOPE 1.5_ % SLOPE i C 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 O PROP. CONCRETE WHEEL STOP D D- N.T.S. INLET STRUCTURES TABULATION STRUCTURES NUMBER GRATE OR RIM INVERT ELEV. FD INVERT ELEV. SOLID PIPE FLOOR ELEV. STRUCTURES SIZE INSIDE DIM. TYPE TYPE "D" MEDIAN CURB N.T.S. 6" ED 1 .2 "R . (D . 1 8" 24" ZYP_E "F" CURB & GUTTER N.T.S. 3//1t6' BAIL HOLE W/ ELATED BOLT (TW)\ 1 L t t FTP -20-06 2• RADII 3 /LY BORDER 1• SERIES C LEGEND Caal TOP BOTTOM BACKGROUND BLUE WHITE LEGEND AND BORDER MITE BUCK 1• RADII '• BORDER sea 1' SERIES C LEGEND COLOR 00 ewer BACKGROUND MITE LEGEND AND BORDER BLACK Eta! TYPE AND GALE tK WATL FOR SIGN TOOCd1N11 � 1O�j SON REOLIRDIWT. 1 ONE (I) SY21 REDIAIED FOR EACH PANMG SPACE z HE YNT a soN SHNL ANCE wTH SECaax 21 23 YANU ON INTONM tRARRO CORRa CENfES .LCD. O I� W_ nia [ul AUaL P05T. MAY PBI F- u a �w Mom o� 01MCCONNTRRpAECpTONRFOSHHAL YYEERIFY ALL THE AT EACH SON w1H LOCAL AUTHN6TIE5 Pf00R TO PURWk&C DISABLED PARKING SIGN STANDARD, R 18.3 In TABLE OF SIDEWALK JOINTS 'T' LOCATION P.C. AND P.T. OF CURVES. 'A' JUNCTION OF EXISTING AND NEW SIDEWALK. ,B, 5' -0" CENTER TO CENTER ON SIDEWALK • WHERE SIDEWALK ABUTS 'C' CONCRETE CURBS,DPoVEWAYS AND SIMILAR STRUCTURES. 1' -0" I 1' -0" 3/4'R N.T.S. I 8'± PROP. 7' 11' I 17' PARKING I 6" MATCH EXISTi I PAVEMENT EXIST. C &G. EXIST. SOUK. /�] � 2% SLOPE SLOPE SLOPE SLOPE ---- - - - - -- ---------------- - - - - -� -- G- --------1--------------------- 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 EO PROP. 2' VALLEY GUTTER O PROP. CONCRETE SIDEWALK A SW 59th PLACE (SEE ARCHT. PLANS) �- N.T.S. © PROP. TYPE "D" CURB OP ELEV. +9.10 1' ' I MATCH TO EXIST. ELEV. ±8.43 SLOPE PE- 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 C D- N.T.S. I 7'± 5' PROP. 7' 11' ) PARKING I 6" MATCH EXIST] I A [PAVEMEN 2% SLOPE 0� D I -- SLOPE SLOPE I SLOPE r• = = =no now I mmmummmmumm = =NMMMMMMNWOMMM, I---------- t---------------------- - - - --I G- ---------L-------------------------- 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 OE PROP. 2' VALLEY GUTTER OF PROP. CONCRETE SIDEWALK g SW 74th STREET (SEE ARCHT. PLANS) N.T.S. © PROP. TYPE "D" CURB D PROP. BULDING I ' PROP. BERM TOP ELEV. +9.10 ' 1' ' 18' PARKING 11.5' 11.5' 18' PARKING I +3 1/4") +3 1 4" MATCH TO EXIST. +2 3/4") I +2 3 4" ELEV. ±8.43 0 I 1.5% SLOPE 2% SLOPE 2% SLOPE 1.5_ % SLOPE i C 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 O PROP. CONCRETE WHEEL STOP D D- N.T.S. 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 O 6.80 1' -0" I 1' -0" 3/4'R N.T.S. I 8'± PROP. 7' 11' I 17' PARKING I 6" MATCH EXISTi I PAVEMENT EXIST. C &G. EXIST. SOUK. /�] � 2% SLOPE SLOPE SLOPE SLOPE ---- - - - - -- ---------------- - - - - -� -- G- --------1--------------------- 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 EO PROP. 2' VALLEY GUTTER O PROP. CONCRETE SIDEWALK A SW 59th PLACE (SEE ARCHT. PLANS) �- N.T.S. © PROP. TYPE "D" CURB OP ELEV. +9.10 1' ' I MATCH TO EXIST. ELEV. ±8.43 SLOPE PE- 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 C D- N.T.S. I 7'± 5' PROP. 7' 11' ) PARKING I 6" MATCH EXIST] I A [PAVEMEN 2% SLOPE 0� D I -- SLOPE SLOPE I SLOPE r• = = =no now I mmmummmmumm = =NMMMMMMNWOMMM, I---------- t---------------------- - - - --I G- ---------L-------------------------- 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 OE PROP. 2' VALLEY GUTTER OF PROP. CONCRETE SIDEWALK g SW 74th STREET (SEE ARCHT. PLANS) N.T.S. © PROP. TYPE "D" CURB D PROP. BULDING I ' PROP. BERM TOP ELEV. +9.10 ' 1' ' 18' PARKING 11.5' 11.5' 18' PARKING I +3 1/4") +3 1 4" MATCH TO EXIST. +2 3/4") I +2 3 4" ELEV. ±8.43 0 I 1.5% SLOPE 2% SLOPE 2% SLOPE 1.5_ % SLOPE i C 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 O PROP. CONCRETE WHEEL STOP D D- N.T.S. 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 O 6.80 N/A 3.55(NW) 0.05 TYPE P TYPE II (NW) SD 2.3 D U n j A B C D E F G H I J K L M N 0 ZL 7-1 8-I 10-1 FORD ENGINEERS, INC. 1950 N.W. 90 AVENUE, 2nd FLOOR DORAL, FLORIDA 33172 PH, (305) 47718412 FAX (305) 410.2805 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 Q � � m � � W_ W_ W W CQ_ CQ_ G L z I- °oo U 00 W >_ � U U W W W LLJ LLl � 0 0 O � N z Z � 0 s¢ 0 Of W �a o 06 = EO O LYD c/) zLL Q N U IOU Z W � W M M U W 0W L.0 Q Q � 9 � U -o b z F b O � U � • ll.. � O _• 11.1 * Q 0�0 R� 10 z O %C�� W U SCALE: N.T.S. DESIGNED BY: M. PERAL DRAWN BY: M. PERAL CHECKED BY: M. HERNANDEZ SET f. DATE: 09/30/13 PROJECT No: 13-0 '46 L+1 SHEET: 4 a Ti t 3 of 3-•