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09-589-040JOB DENT MASTER TOTAL AREA = 14,375 S.F= 0.33 ACRES IMPERVIOUS AREA = 10,313 S.F= 0,236 ACRES PERVIOUS AREA = 4,062 S.F= 0,094 ACRES ZONE 10 T.O.G. _ +8.75' TOP OF CATCH BASIN (GRATING) L = 54 FT MINIMUM LENGHT REQUIRED L1 80 FT SHALL BE INSTALLED C(p) = 0.9 COEFFICIENT OF UTILISATION (PAVING ,BUILDING) C(g) = 0.4 COEFFICIENT OF UTILISATION (GRASS STABILIZED) A = AREA IN ACRES R = 5.0 RAINFALL INTENSITY (inches per hour) 5 HOURS W = 3.0' WIDTH OF TRENCH K = 1.6 x0.0001 = 0.000296(as per percolation test ) H2 = 5.0' WATER TABLE ELEVATION ;- Du = 3.75' UNSATURATED TRENCH DEPTH Ds = 1 1.25' DEPTH OF TRENCH FROM FLOOD CRITERIA (C(p) x Ai x R)+ (C(g) x Ap x R) L = K(H2W + 2H2Du -Du- + 2H2Ds) + (1.39 *.001)WDu (0.9 x 0.236 x 5.0) + (0.4 x 0.094x 5.0) L= 1.6x 10 -- 4((5.0(3) +2(5.0)(3.75) - 3.752 +2(5.0)(1 1.25)) +(1.39x 10 - -3)(3 1.062 + 0.282 L 0.024 + 0.016 L = 54 FT REQUIRED L = 80 FEET PROVIDED DRY EXFILTPAT' I0N SYSTEM IN PARKWAY FIELD GROUT FCO 2W 4" 0 i 4. OIL- HOLD -DOWN FOR COALESCING MEDIA 0 0 1- 7 �l COALESCING MEDIA IL -I FCO OIL RETAINING SEDIMENT WEIR BAFFLE 5' -3" FROM VI WVMR_SEP)ARAT0R DETA 9 G;�E 55 Of- O ----------- .--- _._ _._._._._._ _ +9.05' �� (_' I AL R_.().A A Ill THICK ASPHALTIC CONCRETE, TYPE S -1 5' O$ PRIME AND TACK COAT 10' ASPHAL7 6n" BASE COURSE COMPACTED TO 98% MAXIMUM C DENSITY AASHTO 7 -180 O8" SUBGRADE COMPACTED YO 98% MAXIMUM DESITY +9.25' +9.25' AASHTO T -180, STABLAZE AS REQUIRED PAVING DETAIL - STOP Sit--h NOTE: N.T.S. I� 1- OIL -WATER SEPARATOR SHALL HAVE A DEPTH OF NOT LESS 18" BELOW THE INVER ( +7' -0" ) 2- THE OUTLET SHALL BE HAVE NOT LESS THAN AN 18" WATER SEAL. 3- OIL -WATER SEPARATOR TO BE APPROVED BY DERM AND LOCAL AUTHORITY, SUBMIT DETAILED SHOPDRAWING FOR APPROVAL, 4- PROPOSED OIL -WATER SEPARATOR ___________________ __ CAPACITY 27 GPM 5- OLDCASTLE MODEL 253 CPS WITH VERTICAL COALESCING PLATES. THE AVERAGE AMOUNT OF VEHICLES WASHED AT THIS FACILITY IS 6 -8 VEHICLES PER HOUR, 6 HOURS PER DAY, AGAIN WITH MAXIMUM AMOUNT OF DISCHARGE PER VEHICLE OF 20 GALLONS PER 90 SECOND RUN TIME. (BY INTERCLEAN INFORMATION). SEE PLAN SHEET FOR GRADES EXISTING I STORY LIGHT INDUSTRIAL BUILDING TO REMAIN X\7 \ AR SERVICE A A )RT 4" 90" TEE SHALL BE INSTALLED PIPE OF OIL WATER SEPARATOR PRIOR SAMPLE PORT DETAIL TO CONNECTION TO SANITARY SEWER SYSTEM N.T.S. 5' -10" 0 3' -6" 2' -1 On " 6" No. 253 -B -CPS 2,600 lbs. N.T.S 11 \ R1 4 "W S-L(E) CONN. TO CITY SEWER SYST. 4(2 W O. ) No. 11 X 4 CASTING (H-- GRADE-� -RISE AVAILABLE) W/ 22 -1/2 "X34 -1/2" CLEAR OPENING (GRADE RISERS AVAILABLE) GRASSED AREA 6' 2,_0 2N MIN -._ - ._.- ._. -.._ _.- _ _ - - _ _ - _ -SEE 1 NUTE # BOTTON ELEVATION +9.25' +9.25' _ALT .- E=FO_N \^\ MAY BE USED IN AREAS WHERE TRENCH STO S N - WALLS WILL NOT STAND VERTICAL, OR WHERE CAVE IN BELLOW THE WATER TABLE IS LIKELY TO OCCUR. TO BE USED AT THE ENGINEER'S DISCRETION. f CD \f / C--------- ,--------- - - -- -- TO. #1 R 8.75' 40 LFRENCH DRAIN +9.0 +9.0' 40 LF FRENCH DRAIN C------------------ - - - - -- C. B. #2 T. 0. R = 8.75' +9.30' NOTE: - SUITABLE FOR TRAFFIC LOCATIONS. C�/ O Cad O C&)\ O i 10" EXISTING GREEN AREA 6N /METRORAIL -TRACKS t 'ABOVE 4. 2„ NO�TI -51rE Z:)j;;P-%7-41NA6;E �� A Ell SELECT 12'X 12 ' FILL (SEE NOTE 5) FOR PERFORATED CMP, PIPE JOINTS MIN RIM EL. REFERS ARE TO BE BANDED, BUT NO GASKET. Z`MIN z DRAIN z BRICK & MORTAR STD, C.B, _ FILTER d x Q FABRIC I- Ld > SEE C T. O R NOT & 75' __j IPE #4 BARHOOKS In SEE PLAN 1 'X 2' W NEOPREME 4,,o I L-0 GASKET @ ALL OPEN JOIN 4. 31-OW _ CONTACT +9.0' v TRANSVERSE SECTION - Z IL BALLAST 15' -0" BELLOW EXISTING ILL Z ROCK 0 �� GROUND ELEVATION, UNLESS FIELD CONDITION WARRANT SEE 4" #4 BARS @ 12" NOTE #3 T 9 A - 8 CATCH BASIN. PLASTIC FILTER �y 3- AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE FABRIC. w Q 4' MIN. BOTT ❑N ELEVAOTE: IN ORDER TO * NO SLOTS OR PERFORATIONS LENGHT OF TRENCH SEE NOTE #2 co (UP TD 50 L.F. ONE STRUCTURE) LONGITUDINAL SECTION ALL CONCRETE TO BE 400 PSI TYPE II CEMENT. C. 0. ,- 1V Z <r CM 2 +9.0' 4 "F. C. 0. (2W) VAULTED OIL SEPARATOR 4 "0 OLDCASTLE MODEL 253 CP� 40 LF FRENCH DRAIN C------------------ - - - - -- C. B. #2 T. 0. R = 8.75' +9.30' NOTE: - SUITABLE FOR TRAFFIC LOCATIONS. C�/ O Cad O C&)\ O i 10" EXISTING GREEN AREA 6N /METRORAIL -TRACKS t 'ABOVE 4. 2„ NO�TI -51rE Z:)j;;P-%7-41NA6;E �� A Ell SELECT z FILL (SEE NOTE 5) FOR PERFORATED CMP, PIPE JOINTS MIN RIM EL. REFERS ARE TO BE BANDED, BUT NO GASKET. Z`MIN z PLASTIC z BRICK & MORTAR STD, C.B, _ FILTER d x Q FABRIC I- Ld > SEE C 3 NOT #4 __j IPE #4 BARHOOKS In SEE PLAN � q � BALLAST W NEOPREME RUCK I L-0 GASKET @ ALL OPEN JOIN 4. 31-OW _ CONTACT +9.0' v TRANSVERSE SECTION 24_ ' X 37 EDGES, DRAIN DETAIL N. T. S, FRAME & GRATE z (SEE NOTE 5) FOR PERFORATED CMP, PIPE JOINTS RIM EL. REFERS ARE TO BE BANDED, BUT NO GASKET. (ASPHALT) TO THIS POINT (SEE NOTE #6) BRICK & MORTAR STD, C.B, 0 (2 LRYERS MIN. (SEE SD 2 -: , . GROUT 4 LEPERS MAX.) FILL w NOTE: LO Z IPE #4 BARHOOKS In SEE PLAN PROVIDE © 12" 0. C, 0 W NEOPREME U) GASKET @ ALL OPEN JOIN C CONTACT +9.0' v (SEE NOTE 7) 8" 24_ ' X 37 EDGES, Z IL BALLAST 15' -0" BELLOW EXISTING ILL Z ROCK 0 �� GROUND ELEVATION, UNLESS FIELD CONDITION WARRANT SEE ' #4 BARS @ 12" NOTE #3 STD MAINHOLE OR C,C.E.W. CATCH BASIN. PLASTIC FILTER �y 3- AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE FABRIC. w Q 4' MIN. BOTT ❑N ELEVAOTE: IN ORDER TO * NO SLOTS OR PERFORATIONS LENGHT OF TRENCH SEE NOTE #2 ON THIS LENGHT OF PIPE. (UP TD 50 L.F. ONE STRUCTURE) LONGITUDINAL SECTION ALL CONCRETE TO BE 400 PSI TYPE II CEMENT. +9.`d' NOTE: IF THIS DETAIL IS TO BE USED FOR PRETREATMENT OF STORMWATER RUN -OFF, THE INVERT OF PIPE TO BE A SHOWN IN W.C. 2.2, IF PRETEATMENT HAS BEEN PROVIDED THRU OTHER. MEANS THE INVERT OF PIPE CAN BE LOWER THAN SHOWN IN W.C. 2.2 %► is O 1 .I • e _ PLACE ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE U N BALLAST ROCK TO THE PROPER ELEVATION SO THAT THE EXFILTRATION W w n° TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. F- � O 4- INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2. (AVG. OCTOBER GROUND WATER LEVEL =3.0') CE 5- FRAME AND GRATE: USF 4155 -6210 OR EQUAL MIN. WEIGT 240 LB. TOTAL WEIGTH 575 LB. o N Q Zm 6- PIPE SHALL BE PERFORATED CORRUGATED ALUMINUM. o o I a 7- PIPES SHALL TERMINATE 2 FEET FROM END OF TRENCH OR CONNECTED TO N g o ^ i ADDITIONAL CATCH BASIN AS REQUIRED. Q � -j kI) /�^ p c'I Q VOID STOP USED ON ANY MOUNTABLE TYPE STOP CURB AND GUTTER SECTION Signed and �ed by. (ie.- VALLEY GUTTER, ETC.). GABRIEL SALAZAR AR 0009297 SIGN POST --- BOLT TO METAL STAKE (TYP) 6' -0' 3' -6 - -EUGE OF PAVEMENT EACH SUCH PARKING S METAL SIGN lj "i - _ - PACE SHALL BE CONSPICUOUSLY OULINED IN BLUE PAINT, AND SHALL BE POSTED AND BASE POST M MAINTAINED WITH A PERMANENT, ABOVE -GRADE SIGN STAKE -� BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY" OF POST DR-BEARING BOTH SUCH SYMBOL AND CAPTION. SUCH SYMBOL SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED IN SIGN DETAIL ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. n1 T c � � M � II � 1 � � i`•�p0 �� , 41 N "ru, P.E. No 53288 � a Jose Antonio Mendez. Professional Engineer ® ©tDQI ©t1 1385 Coral Way Suite #203 Miami, FL 33145 z 0 Q 0 z ? w NOTE: LO Z ,H WQ L- �Zd( W 0 U) C W Uj � U x Z IL �d 15' -0" BELLOW EXISTING ILL Z D 0 �� PLACE ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE U N BALLAST ROCK TO THE PROPER ELEVATION SO THAT THE EXFILTRATION W w n° TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. F- � O 4- INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2. (AVG. OCTOBER GROUND WATER LEVEL =3.0') CE 5- FRAME AND GRATE: USF 4155 -6210 OR EQUAL MIN. WEIGT 240 LB. TOTAL WEIGTH 575 LB. o N Q Zm 6- PIPE SHALL BE PERFORATED CORRUGATED ALUMINUM. o o I a 7- PIPES SHALL TERMINATE 2 FEET FROM END OF TRENCH OR CONNECTED TO N g o ^ i ADDITIONAL CATCH BASIN AS REQUIRED. Q � -j kI) /�^ p c'I Q VOID STOP USED ON ANY MOUNTABLE TYPE STOP CURB AND GUTTER SECTION Signed and �ed by. (ie.- VALLEY GUTTER, ETC.). GABRIEL SALAZAR AR 0009297 SIGN POST --- BOLT TO METAL STAKE (TYP) 6' -0' 3' -6 - -EUGE OF PAVEMENT EACH SUCH PARKING S METAL SIGN lj "i - _ - PACE SHALL BE CONSPICUOUSLY OULINED IN BLUE PAINT, AND SHALL BE POSTED AND BASE POST M MAINTAINED WITH A PERMANENT, ABOVE -GRADE SIGN STAKE -� BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY" OF POST DR-BEARING BOTH SUCH SYMBOL AND CAPTION. SUCH SYMBOL SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED IN SIGN DETAIL ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. n1 T c � � M � II � 1 � � i`•�p0 �� , 41 N "ru, P.E. No 53288 � a Jose Antonio Mendez. Professional Engineer ® ©tDQI ©t1 1385 Coral Way Suite #203 Miami, FL 33145 ? NOTE: LO Z ,H 1- PLASTIC FILTER FABRIC (AT EACH SIDE) SHALL BE USED IN SANDY AREAS AS NOTED L- �Zd( 0 ON PLANS AND /OR AS DIRECTED BY THE ENGENEER. -c ,�0) a 2- THE BOTTON OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELLOW EXISTING Z a GROUND ELEVATION, UNLESS FIELD CONDITION WARRANT OTHERWISE. m J �y 3- AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT w Q SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO _ ~+ - ID ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE D F PLACE ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE U N BALLAST ROCK TO THE PROPER ELEVATION SO THAT THE EXFILTRATION W w n° TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. F- � O 4- INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2. (AVG. OCTOBER GROUND WATER LEVEL =3.0') CE 5- FRAME AND GRATE: USF 4155 -6210 OR EQUAL MIN. WEIGT 240 LB. TOTAL WEIGTH 575 LB. o N Q Zm 6- PIPE SHALL BE PERFORATED CORRUGATED ALUMINUM. o o I a 7- PIPES SHALL TERMINATE 2 FEET FROM END OF TRENCH OR CONNECTED TO N g o ^ i ADDITIONAL CATCH BASIN AS REQUIRED. Q � -j kI) /�^ p c'I Q VOID STOP USED ON ANY MOUNTABLE TYPE STOP CURB AND GUTTER SECTION Signed and �ed by. (ie.- VALLEY GUTTER, ETC.). GABRIEL SALAZAR AR 0009297 SIGN POST --- BOLT TO METAL STAKE (TYP) 6' -0' 3' -6 - -EUGE OF PAVEMENT EACH SUCH PARKING S METAL SIGN lj "i - _ - PACE SHALL BE CONSPICUOUSLY OULINED IN BLUE PAINT, AND SHALL BE POSTED AND BASE POST M MAINTAINED WITH A PERMANENT, ABOVE -GRADE SIGN STAKE -� BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY" OF POST DR-BEARING BOTH SUCH SYMBOL AND CAPTION. SUCH SYMBOL SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED IN SIGN DETAIL ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. n1 T c � � M � II � 1 � � i`•�p0 �� , 41 N "ru, P.E. No 53288 � a Jose Antonio Mendez. Professional Engineer ® ©tDQI ©t1 1385 Coral Way Suite #203 Miami, FL 33145