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01-0462-002 Q1 S. w, 74 Tw s rREE r S. W. 72 ST rom J 2 6" ROOF' DRAIN 4 5 6 7MH. A r I �;YI?) ---- 6 F I R E L I N E I i RISER 11 1• �� G N T.W. 7 09 MH. IB. I �1 / 3 u h `I 33 i I{6 123 PAVEMENT y 4^ PAVEMENT i; Iz 1 RESTORATION ORATION 4 � M RESTORATION - z I (TYR) Q , �.�, S. W. 4 S T. Y � ' Q � ill 2 I s o II 43 J 3 E %. III,�o EXIST. WINN' DIXIE LOCATION MAP i J 4 i 0 V � 4 u 5 S C A L E 1 "- 3001 Q V Ii z '� Q i > v 7 l w w a > 9.0-BEND > _ `'- w?.... " 0- a: tY Io1� y� 1©h/ � `� .• ,.,8, ., PMV C PVC � - a m uo • . . E CAP - --' . -..._., O �Iw n •. . ., :. L•" .. ---`--•_•-. -._._ 1011 �J' f •.. •q'.rti1lA ' �11 v, ........... P v _90° BEND Li clo PVC TkE. %PV;c - — 8 pvC X11 T.EE :. - l� .-►.v..,,, J.•.I �y titYWr Cr Q• U V Q r" O B"OFFSET FaE `I`:G-90�8Eivd- Z W � r �(O B"x6"TEE 8x6" T.EE ui � da' L 81x 6' Y E E 8� $"CAP w Z Li.. X:I'.S T. ' S ' 0 E W A L K '. :1 .TO :•REMAIN •• J k:.,,.. Z 8" P v C: 8 P v C. 151t W RD.4. FAO.. 5 RD.S RD. 7 CMP 8"•90°BEND R. { R.0..2 ROOF3RAp) 8"FIRE RISER cr >- TO FRENCH DRAIN CL' � II Y .. w --- _ — M H.11A z -- } 0 Z. S. VY. 73RD. S`TREE T _.._-_._ ..-.- __ _ _.__.... __.......- __ - .__....-.-.._....__._ _.-..-__..- C . J N0TE: S . 3 o SCALE: i�� = 30' I 1 • ALL ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC �' U) VERTICAL DATUM OF 1929. v C -� ',• � 2. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS AND SPECIFICA- �, - �„ SOLID PLATE �' 4th Qtt elt TIONA OF THE CITY OF SOUTH MIAMI AND THE APPLICABLE WELDED TO BAFFLE-.� REQUIREMENTS OF THE MIAMI-DADE COUNTY DEPARTMENT OF .0 Q W FOR PERFORATED CMP, PIPE JOINT$ `\ ARE TO FO BANDED, BUT NO GASKET. ENVIRONMENTAL RESOURCES MANAGEMENT. U' :n I- 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH �. � Z Z . . . ...., FF PRIOR T COMMEN B . lE - NfrOPRENE OF ALL EXISTING UNDERGROUN UTILITIES R 0 f `. '... .,,,:,:•:,:::..,., , ::.�:;;;<'....:. . . ... ..........:•_. ;;:::;.: ... ;.....•:. UTILITIES S SH ARE IN ACCORDANCE _ :,.,::�r::�,:' :<:::,;;:;;•;;:..'. CEMENT OF WORK. U I I ES A OWN Q }} -L :::::..: :::•.-:::. ,�,j}.,f::�<i� �::......::.::;:...r..: �::::: : •::.':,:;;:.. . ter.... .�. .. .. �:..::..:::...: :::;;rt::t..:..<.,..•:.+...::•.:.::.:,::.}:..,>.:.:::: �'`;'�r,: ., .:... RELIABLE INFORMATION AVAILABLE BUT IN ...'.. WITH THE MOST RELIA . i'y'+::;,::.;•:y:s ::::::,:T>;:•.:r,•:::a;i:.:{;::::.. ::,i:::: 1:::;. 14.�•y. (y `\.y.tt.y►L� • •:.r•:7kiY' •;asJS9,\?. 4:.::..:':,,,,,,j::,::: `:r'tii:;:r::::o-.::':;::::'$;:?}:::::::!i::.:v: a?.::.:::•:.: i?:iii.''ia ::?.:({ l.R. p,•T,.,Ra',: ti° Q (� :i:. :::u;.;:1 "�r,:•.;;.r. ,f t tl I W SEES' K.' GROUT ' pEA ROCK 2 '6, _ ., ND WAY ARE..GUA .ANTE D. Ld L]. MIN. 1` .. :.,.. I,:'i; _ �• 4. FLOOD CRITERIA ELEVATION + 6430y 0 1.111.. :::::: ► 24"Min. I "� 5. FRENCH DRAIN• TRENCHES SHALL BE 3.0' WIDE AND 15.0' " 'r'';?•�`: i2 a" 15 CMP DRAINAGE Y •. - � � rJ• CLOSED JOINT ^ tom-- AX, PIPE ••' " MAX. BALLAST. DEEP. TRENCHES SHALL BE CONSTRUCTED AS PER D.E.R.M. SELECT FILL z a ROCK STANDARD DETAIL SD l. . l . BOTTOM OF TRENCH SHALL BE AT f-- ELEVATION - 4.00 U) ~ I\—BALLAST T o SE C T I O Z PI„AN 6. BOTTOM OF PERFORATED PIPE SHALL BE AT ELEVATION + 7.00 W I'n W EE NOTE 3) ` N STD. M&NHOLE OR CATCH BASIN ti. z PERFORA- PLASTIC BOTTOM ELEV.(-)40 r •"•"" NO SLOTS OR Fff E W T10NS ON THIS LENGTH FA�RIC LENGTH 0 F ENCH DRAIN (SEE NOTE-2) 3'-0" J OFPIRE E E Ec ION TYPICAL CATCH 'BAS I N � �- '''kFIELD CONDITIONS LONGITUDINAL SECTION TRANSVERSE' RANSV RS � O GL _ PERMITTING. SCALE N 0 N E NOTES: OD 1. PLASTIC FILTER FABRIC (AT EA. SIDE) SHALL BE USED IN SANDY AREAS AS NOTED ON PLANS AND/OR AS DIRECTED BY THE ENGINEER. � - , ,•....•.-. .-•. . .-.-.. -- //j�'` � 2. THE BOTTOM OF THE EXFILTRATI ON TRENCH SHALL BE AT ELEV. ()4,0 OR AS DIGGING OTHERWISE DETERMINED THROUGH APPROVED DESIGN METHODS AND TESTS. 48 HOURS .BEFORE: Ah. •; 17oFa( ,, o 3 AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION IT U U NCLE Rhf.',;�`Er�d� �g�p �r o -SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDETb ��ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR IF IT. ODES TAKE o .c ' TOLL FAEF 1 / ,' gate oil Fl r�da BALLAbt OROCKNTO THELPROKpE�R E ffl�yTIONE SO THAT THE E OF ITRATION 1 -80,00432,477W © � TRENCH BE COMPLETED IN ACCOANCE WITH THE DETAILS. UNDERGROUND UTILITIES NOTIFICATION CENTER OF FLORIDA l • F.ile....No. r�' 6._.-_. . 6.4 FRENCH DRAIN DETAILS x� 'Sheet S C A L E N 0 N E