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08-603-022I S.W. 68th STREET STArKi- WA �cj5 yb k1 rlgvlOS (67 AJJT() GTICKINS rAWW S. X� y M%0vI�E OII'FERENT C41-OR •TRIPPING ANO WHEEL STOP* "WYIOE SIGN AT 34' ASPHALT PAVEMENT EM t42UCL. To" N SIGN AT V' Arr 51CN LI441ULP WATE. CHI LURE PICK -W 4 OR•P -CTF PAJKING - OO NOT PAW OO.00I IN YELL«u MAIrCEO SPACES n•or, - 0:30 TO'BOO AN - S :OO TO 6:30 PN " XIS I" I ` I / R LI 5 ILO CA a -10 - �AJJT. STACKING n b x q '.li" NIGH FIElGEi 0 ' 0 79. S 0' P7 CV b ENTRANCE NEW G' -0" HIGH f WOOD FENCE EXISTING ONE STORi' COMME1�c1AL �3UILDING 5'-320-24 SUJ ro8th ST. g Zp5 CD SOUTH MIAMI, FL Q PLAY5RoUND Ill OUTSIC�E 13.23', 13.55' NCVD - OWNING - Q •Y co Wood Fiber Fla yQ round SurracinQ " NEW 6' -D" HIGH WOOD FENCE C._�,SPHALT 2 PAWING 5PLE�—L Tm FRENCH GRAIN, . '- I� q CB ELEV.' Z3' CB ELEV.- 12.09' PrARKING SPACES •'' (d" x la ' -(d' 4 12 13 Q 15 ti 17 11 1J 100.00' DRAYAGE PLAYS SCALE= 1 =10 EDGE OF PVMT. J �� 2-4'4 BARS 3' L ONCE THROUGH WHEEL STOF TO ANCHOR TO PAVE1" IENT Wheel eto� 101 04'p 1 PRECAST GONC, WHEEL STOP r01-011 LONG A&FHALT r.t.5. DRAIN,4GE GALGUL4TION LOT: 5e20 -24 51 60 ST, MIAMI FL NET LOT AREA: 14601 'S.FF LANDSCAPE AREA: 2821' SQ.FT PAVED AREA = 5,J45(o 5Q.f r. ROOF AREA = 56 SQ 5 .FT. IMPERVIOUS AREA =11042 SQ.FT. DRAINAGE REQUIRED = 11�D42x 0.041-1 = 460 FRENG-I DRAIN WITH 4 FT. EFFECTIVE FRENCH DRAIN HIGH = 4.9 FACTOR 1.5 WHEN UNDER PAVING 3/4(4 x 4.9)- 1.08 -1ia 03 + 1,00 = 5.95 G.F./F. LENGTH OF FRENCH DRAIN REQUIRED L= 460 x 1.5 = -10 LINEAL FEET REQUIRE °x.98 DRAINAGE REQUIRES A SEPARATE PERMIT TYPE I I I A5PHALT SCALE: N.T.e. Ck fi ,4RKINC; 5Y DIS,4BLE PEFP,IIT ONLT' TOLIJ ,4WA�' ZONE 4 FINE Ui= TO s2F;,O.00 1 1/2" R. ASPHALTIC PAVEMENT FOR PERFORATED OENEIIIIUT NO GASKET SEE C.B. WITH BAFFLE DETAIL PLASTIC FILTER FABRIC OVERLAP 1' MIN. StEM'f FI� - _ SELECT 1141 STIC._FLLTER C x -w SEE +I O o GROUT iv Imo_ • • • • • • • • • • • • " 1:1 OR STEEPER MAX O PLASTIC MAX 4'r 21 FILTER r SE6T .FILL OCK SEE NOTE 4 FABRIC PALLAST CK STD. MANHOLE OR WATER TABLE (SEE NOTE 3\ CATCH BASIN PLASTIC p • 4' -0" • �AIRIC BOTTOM ELEVATION ALT. TRANS, SECTION LENGTH OF FRENCH DRAIN (SEE NOTE 2) MAY BE USED IN AREAS WHERE TRENCH • NO SLOTS OR PERFORATIONS WALLS WILL NOT STAND VERTICAL, OR ON THIS LENGTH OF PIPE LONGITUDINAL SECTION WHERE CAVE IN BELOW THE WATER TABLE IS LIKELY TO OCCUR. TO BE USED AT THE ENGINEER'S DISCRETION. NOTES: 1. PLASTIC FILTER FABRIC (AT EA. SIDE, TOP AND BOTTOM) SHALL BE USED IN SANDY{, INVERT ELEVATION TO BE AS SHOWN IN WC 2.2 (AVG OCTOBER GROUND WATER LEVEL). AREAS AS NOTED ON PLANS AND /OR AS DIRECTED BY THE ENGINEER. 2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOBELOW EXISTING 5. BAFFLE (NOT SHOWN) IS REQUIRED ON INLETS BY FRENCH DRAINS. GROUND EL]VATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. NOTE: IF THIS DETAIL IS TO BE USED FOR PRETREATMENT 3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT OF STORMWATER RUN -OFF, THE INVERT OF PIPE TO BE AS SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO SHOWN IN WC 2.2 OR HIGHER. IF PRETREATMENT HAS BEEN ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE PROVIDED THRU OTHER MEANS, THE INVERT OF PIPE CAN BE PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE LOWER THAN SHOWN IN WC 2.2. BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFILTRATION TRENCH WILL BE COMPLETED IN ACCORDANCE WITH THE DETAILS. FRENCH DRAIN DETAILS X +I fV - t' i•.rW., -� Y VVVW W •iu G r wwyyw W V U u V u V Wyy y u V V Y V • V • u u W y W G u V y V u w V V u u vWywy y w V x V U i V u i V LU SEE NOTE 4 w i Y V U • Wry W V V • Y uV G y V Y V V • J V V i Il3ev "isI ©11 v w �r V 4..7 IV V i•u GUVWV V uV YyVu V V u WW V W w FILTER FABRIC L L1 y y r VV V SELECT Ln Lm Z - PpL�TIC . OVERLAP I' MIN. Cn 0 �LL! ��co r F1LTLlt -FMRIC II I II I I 0 uh R A 0 Ph"00 A G E Un- L A M V 0 E-- I Ti U1+4EN ADJACENT 5PACE 15 kNDICAP PAIQKINCst 4" WHITE HANDICAP. PAINT: CI41-.ORINATE RU55ER Al_KYIDE F5 TT -P -•5 TYPE III, FACTORY MIXED, CUICIC DRYINCz NON - BLEEDING COLOR PER LOCAL CODE. typlca 1 tra FFIG r 4' -0" TRANSVERSE SECTION P05T PER DADS �TANDARTD r SEE DADE COUNTY PUBLIC WORKS CRITERIA FOR ADDITIONAL SIGN SPECIFICATIONS NOTE: Dade G©unt� Ordinance 01 -313 harbiGap parking detail n.t.s. s e (6410, To the best of my knowledge subject drawing comply with FBC. Dade County require a Final Letter of Compliance from Architect. Any deviation of approved drawing is subject to revision by Architect/Engineer. Contractor or sub contractor shall notify Architect prior any change to be done on approved drawings. .m a: LL o -cc x LU LU SEE NOTE 4 w N� EL- BALLAST w IV Rocx x z= . PLASTIC Z U LLJ FILTER FABRIC L L1 e- r II I II I I 0 uh R A 0 Ph"00 A G E Un- L A M V 0 E-- I Ti U1+4EN ADJACENT 5PACE 15 kNDICAP PAIQKINCst 4" WHITE HANDICAP. PAINT: CI41-.ORINATE RU55ER Al_KYIDE F5 TT -P -•5 TYPE III, FACTORY MIXED, CUICIC DRYINCz NON - BLEEDING COLOR PER LOCAL CODE. typlca 1 tra FFIG r 4' -0" TRANSVERSE SECTION P05T PER DADS �TANDARTD r SEE DADE COUNTY PUBLIC WORKS CRITERIA FOR ADDITIONAL SIGN SPECIFICATIONS NOTE: Dade G©unt� Ordinance 01 -313 harbiGap parking detail n.t.s. s e (6410, To the best of my knowledge subject drawing comply with FBC. Dade County require a Final Letter of Compliance from Architect. Any deviation of approved drawing is subject to revision by Architect/Engineer. Contractor or sub contractor shall notify Architect prior any change to be done on approved drawings. .m yW o (n LJ a: LL CID -cc x LU LU �Il w N� EL- :z � II IV i3 � F- LU Z U LLJ L L1 Z 1 •n O Ln Lm Z La Cn 0 �LL! ��co CO P- Y w N N LLJ aU" U VI W __J 10 N Z yW o (n LJ a: -cc x Z LU w EL- :z IV i3 � F- LU Z U LLJ L L1 Z 1 •n O z� Lm Z CO 0 �LL! ��co CO P- (1i BI w N N LLJ aU" Z W __J 10 N Z ¢Q ; z � p N -J LL now N V F- LL. LZ DRAWN BY: LIp,4 FRIETO RU51 ORTEGA Date: MAY -1 -Oa Sca le: Sho w+� Job No: S?Ieet: C= OF 1 4