Loading...
09-589-041JOB : 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 1,6x10- 4((5.0(3) +2(5.0)(3.75) - 3.752 +2(5.0)(11.25)) +(1.39x10 -3)(3 1.062 + 0.282 L= 0,024 + 0.016 L = 54 FT REQUIRED L = 80 FEET PROVIDED DRY EXFI LTRATI 0 N SYSTEM IN PARKWAY �1 t FIELE l— PLAN VIEW uni n— nnuini ono __�..._ ..��.. Y Y Y Y Y Y Y D �` � � 6" R� SELECT �.� I� O f � I,.� _.__ _.__._ —___ . 2" MIN r f IL� — +9.07' MIN t� -0— +9.05' c' "MIN Z ------ --- ------ ------- . - -- -- - --- --- - - - - -- ---------------------------- - - - - -- - - -SEE NOTE PLASTIC -0 25' TOTAL F'P.O -V� /- # 1 FILTER o x Q O1" THICK ASPHALTIC CONCRETE, TYPE S -1 - _ �/ FABRIC SEE W > Ld O PRIME AND TACK COAT `� � � BDTTN 'NOT #4 W 6" BASE COURSE COMPACTED TO 98% MAXIMUM EL EVATIDN v J p C - - - - -- ISTOS BALLAST DENSITY AASHTO 7--1$0 8" SUBGRADE COMPACTED YO 98% MAXIMUM DESITY +9.25' +9.25' +9.25' AASHTO T -180, STABLAZE AS REQUIRED A ROCK I Lo MAY BE USED IN AREAS WHERE TRENCH PAV # N C DETAIL S. H STOP SIGN WALLS WILL NOT STAND VERTICAL, OR N,T.S R1 WHERE CAVE IN BELLOW THE WATER -.. NOTE: TABLE IS LIKELY TO OCCUR. TO BE SEE PLAN SHEET FOR GRADES USED AT THE ENGINEER'S DISCRETION. 17 \\ v, , 9 +9.70' ILI L -- EXISTING I STORY LIGHT INDUSTRIAL BUILDING TO REMAIN J � CAR SERVICE AREA FROM VIEW OIL —WATER SEPARATOR DETAIL = NOTE: N.T.S. 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). NOTE: z: SAMPLING PORT 4" 90" TEE SHALL BE INSTALLED IN EFFLUENT PIPE OF OIL WATER SEPARATOR PRIOR SAMPLE PORT DETAIL TO CONNECTION TO SANITARY SEWER SYSTEM N.T.S. 5' -10" m iq 3' -6" i 9,— 2' -1 IA" 6" No. 253 –B –CPS 2,600 lbs. No. 11 X 4 CASTING (142' AVAILABLE) W/ 22 -1/2 "X34 -1/2" CLEAR OPENING (GRADE RISERS AVAILABLE) 612A�a�D AREA f C.B. #1 40 LF FREH DRAIN T.O.R = 8.75' +9.0 +9.0' �✓� VAULTED OIL SEPARATOR OLDCASTLE MODEL 253 CPS 4 "0 40 LF FRENCH DRAIN C------- - - ---- ._----- - - - - -- C. B. #2 T.O. R = 8.75' Atrm) 01 +9.30' NOTE: – SUITABLE FOR TRAFFIC LOCATIONS. 10" EXISTING 6REEN AREA W/METFORA I L TRAr,<S ABOVE 4' 2 FLAN S. DIXIE k4VY L r +9.0 +9.3' F -- TRANSVERSE SECTION . -L-H DRAIN DETAI L R T. S. FRAME & GRATE (SEE NOTE 5) RIM EL. REFERS (ASPHALT) –\ r TO THIS POINT BRICK & MORTAR STD, C.B, (2 LRYERS MIN (SEE SD 2 FOR PERFORATED CMP, PIPE' JOINTS ARE TO BE BANDED, BUT NO GASKET. (SEE NOTE #6) GROUT 4 LEPERS MAX.) 12'X12 ' FILL O 0 1- PLASTIC FILTER FABRIC (AT EACH SIDE) SHALL BE USED IN SANDY AREAS AS NOTED �G O DRAIN IPE #4 BARHOOKS 0", in u SEE PLAN PROVIDE © 12" 0. C. LI -1 T.O.R 75' GROUND ELEVATION, UNLESS FIELD CONDITION WARRANT OTHERWISE. NEOPREME 1 'X 2' 12 ; GASKET ® ALL — - - -- _g SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO OPEN JOIN W CONTACT X_ Q (SEE NOTE 7) g" 24" X 37' EDGES. U �". Cu BALLAST ROCK TO THE PROPER ELEVATION SO THAT THE EXALTRATION Q 4 • rw- T. . = 8.75 I– K �� ROCK Z J > C) L SEE ' #4 BARS @ 12" 5– FRAME AND GRATE: USF 4155 -6210 OR EQUAL MIN,' WEIGT +240, LB..,TOTAL- WEIGTH 575 LB. NOTE #3 N C.C.E,W: ;. N 0 cn 0 o CATCH BASIN. ;.: PLASTIC FILTER 7– PIPES SHALL TERMINATE 2 FEET FROM END OF TRENCH OR CONNECTED TO N w o FABRIC, 4' MIN. �– BOTTON ELEVNOTE: C!1 * NO SLOTS OR PERFORATIONS Q OF TRENCH SEE NOTE #2 �✓� VAULTED OIL SEPARATOR OLDCASTLE MODEL 253 CPS 4 "0 40 LF FRENCH DRAIN C------- - - ---- ._----- - - - - -- C. B. #2 T.O. R = 8.75' Atrm) 01 +9.30' NOTE: – SUITABLE FOR TRAFFIC LOCATIONS. 10" EXISTING 6REEN AREA W/METFORA I L TRAr,<S ABOVE 4' 2 FLAN S. DIXIE k4VY L r +9.0 +9.3' F -- TRANSVERSE SECTION . -L-H DRAIN DETAI L R T. S. FRAME & GRATE (SEE NOTE 5) RIM EL. REFERS (ASPHALT) –\ r TO THIS POINT BRICK & MORTAR STD, C.B, (2 LRYERS MIN (SEE SD 2 FOR PERFORATED CMP, PIPE' JOINTS ARE TO BE BANDED, BUT NO GASKET. (SEE NOTE #6) GROUT 4 LEPERS MAX.) Z ly, Z FILL O 0 1- PLASTIC FILTER FABRIC (AT EACH SIDE) SHALL BE USED IN SANDY AREAS AS NOTED �G O }� ` a IPE #4 BARHOOKS 0", in SEE PLAN PROVIDE © 12" 0. C. GROUND ELEVATION, UNLESS FIELD CONDITION WARRANT OTHERWISE. NEOPREME _ -4"MAX _ 3– AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT 12 ; GASKET ® ALL — - - -- _g SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO OPEN JOIN W CONTACT X_ Q (SEE NOTE 7) g" 24" X 37' EDGES. U �". Cu BALLAST ROCK TO THE PROPER ELEVATION SO THAT THE EXALTRATION Q BALLAST rw- TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. I– ? ROCK Z > C) SEE ' #4 BARS @ 12" 5– FRAME AND GRATE: USF 4155 -6210 OR EQUAL MIN,' WEIGT +240, LB..,TOTAL- WEIGTH 575 LB. NOTE #3 STD MAINHOLE OR C.C.E,W: ;. 0 cn 0 o CATCH BASIN. ;.: PLASTIC FILTER 7– PIPES SHALL TERMINATE 2 FEET FROM END OF TRENCH OR CONNECTED TO N w o FABRIC, 4' MIN. �– BOTTON ELEVNOTE: * NO SLOTS OR PERFORATIONS Q LENGHT OF TRENCH SEE NOTE #2 ON THIS LENGHT OF PIPE. CUP TO 50 L.F. ONE STRUCTURE) LONGITUDINAL SECTION ALL CONCRETE TO BE 400 PSI TYPE II CEMENT. NOTE: IF THIS DETAIL IS TO BE USED FOR PRETREATMENT OF STORMWATER RUN –OFF, THE INVERT OF PIPE TO BE AS 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 El STOP USED ON ANY MOUNTABLE TYPE C� Signed and Sealed by: J O CURB AND GUTTER SECTION GABRIEL SALAZAR (ie.- VALLEY GUTTER, ETC.). AR # 0009297 ULJ SIGN POST --- BOLT TO METAL STAKE (TYP) +9.20' !------------------------ - - - - -- 3'-6 - - - - - —EDGE OF J PAVEMENT w - ----- - - - - -- ------ - - - - -- — Y N o EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY METAL SIG - - -- OULINED IN BLUE PAINT, AND SHALL BE POSTED AND BASE POST MAINTAINED WITH A PERMANENT, ABOVE –GRADE SIGN STAKE - -- BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY Job NO 0gi004 OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY" OF POST Project Manager OR-BEARING BOTH SUCH SYMBOL AND CAPTION. SUCH SYMBOL SHALL NOT BE OBSCURED BY A Dra 'n \,y, VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED CQ AS INDIGATEI7 `? PARKING SPACES MUST BE SIGNED AND MARKED IN SIGN D ETA` I L Date 200411 4 -' �A ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. N,T,S, kVi's ' ®a6m®m0mAR HET No. E a✓� -J, a r :fo. � A P.E. No 53288 s t �+ 10® P'�ISYI" A Jose Antonio Men "��' ° b Profiessional engine n li K %k Y` o", a -� mDa ? ` �"1385 Coral Wa ^suite #253 Miami, F'C33145y^ e 4 Z ly, Z 0 O 0 1- PLASTIC FILTER FABRIC (AT EACH SIDE) SHALL BE USED IN SANDY AREAS AS NOTED �G O }� ` a Q T 2- THE BOTTON OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELLOW EXISTING GROUND ELEVATION, UNLESS FIELD CONDITION WARRANT OTHERWISE. ^♦ wAe kxgf 3– AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT err, _g SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO W N1 . X_ Q --A PLACE ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE � DC e U �". Q L0 2 BALLAST ROCK TO THE PROPER ELEVATION SO THAT THE EXALTRATION Q W rw- TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. I– ? 6— Z El STOP USED ON ANY MOUNTABLE TYPE C� Signed and Sealed by: J O CURB AND GUTTER SECTION GABRIEL SALAZAR (ie.- VALLEY GUTTER, ETC.). AR # 0009297 ULJ SIGN POST --- BOLT TO METAL STAKE (TYP) +9.20' !------------------------ - - - - -- 3'-6 - - - - - —EDGE OF J PAVEMENT w - ----- - - - - -- ------ - - - - -- — Y N o EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY METAL SIG - - -- OULINED IN BLUE PAINT, AND SHALL BE POSTED AND BASE POST MAINTAINED WITH A PERMANENT, ABOVE –GRADE SIGN STAKE - -- BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY Job NO 0gi004 OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY" OF POST Project Manager OR-BEARING BOTH SUCH SYMBOL AND CAPTION. SUCH SYMBOL SHALL NOT BE OBSCURED BY A Dra 'n \,y, VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED CQ AS INDIGATEI7 `? PARKING SPACES MUST BE SIGNED AND MARKED IN SIGN D ETA` I L Date 200411 4 -' �A ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. N,T,S, kVi's ' ®a6m®m0mAR HET No. E a✓� -J, a r :fo. � A P.E. No 53288 s t �+ 10® P'�ISYI" A Jose Antonio Men "��' ° b Profiessional engine n li K %k Y` o", a -� mDa ? ` �"1385 Coral Wa ^suite #253 Miami, F'C33145y^ e 4 NOTE: ly, Z 0 0 1- PLASTIC FILTER FABRIC (AT EACH SIDE) SHALL BE USED IN SANDY AREAS AS NOTED �G ON PLANS AND /OR AS DIRECTED BY THE ENGENEER, }� ` a Q z 2- THE BOTTON OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELLOW EXISTING GROUND ELEVATION, UNLESS FIELD CONDITION WARRANT OTHERWISE. ^♦ wAe kxgf 3– AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT err, _g SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO B &T� ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE --A PLACE ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE U N BALLAST ROCK TO THE PROPER ELEVATION SO THAT THE EXALTRATION W rw- TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. I– co 6— 4– INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2. (AVG.i OCTOBER GROUND WATER LEVEL =3,0') > C) O N 5– FRAME AND GRATE: USF 4155 -6210 OR EQUAL MIN,' WEIGT +240, LB..,TOTAL- WEIGTH 575 LB. Q z 6– PIPE SHALL BE PERFORATED CORRUGATED ALUMINUM. ;. 0 cn 0 o ;.: Q _ 7– PIPES SHALL TERMINATE 2 FEET FROM END OF TRENCH OR CONNECTED TO N w o ADDITIONAL CATCH BASIN AS REQUIRED. 4 N Q ;l oQ o N o El STOP USED ON ANY MOUNTABLE TYPE C� Signed and Sealed by: J O CURB AND GUTTER SECTION GABRIEL SALAZAR (ie.- VALLEY GUTTER, ETC.). AR # 0009297 ULJ SIGN POST --- BOLT TO METAL STAKE (TYP) +9.20' !------------------------ - - - - -- 3'-6 - - - - - —EDGE OF J PAVEMENT w - ----- - - - - -- ------ - - - - -- — Y N o EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY METAL SIG - - -- OULINED IN BLUE PAINT, AND SHALL BE POSTED AND BASE POST MAINTAINED WITH A PERMANENT, ABOVE –GRADE SIGN STAKE - -- BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY Job NO 0gi004 OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY" OF POST Project Manager OR-BEARING BOTH SUCH SYMBOL AND CAPTION. SUCH SYMBOL SHALL NOT BE OBSCURED BY A Dra 'n \,y, VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED CQ AS INDIGATEI7 `? PARKING SPACES MUST BE SIGNED AND MARKED IN SIGN D ETA` I L Date 200411 4 -' �A ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. N,T,S, kVi's ' ®a6m®m0mAR HET No. E a✓� -J, a r :fo. � A P.E. No 53288 s t �+ 10® P'�ISYI" A Jose Antonio Men "��' ° b Profiessional engine n li K %k Y` o", a -� mDa ? ` �"1385 Coral Wa ^suite #253 Miami, F'C33145y^ e 4