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00-0115-007 LEGEND MONTEBELLOS REVISIONS: _ ESTATES 11 _ _ ---- EXISTING PAVEMENT - - - - _ - 1. 5/5/99 CITY COMMENTS PROPOSED PAVEMENT PA VING EXISTING ELEVATION ORA D IPV - GE PLAN r1_0_.-91 SW 56th ST.PROPOSED ELEVATION w a A a � w PROPOSED BRICK PAVERS B a LU > --fir- RUN OFF DIRECTION C LO a N J EXIST. TYPE "F" CURB 81 GUTTER EL (n t PROP. TYPE "F" CURB 81 GUTTER S . W . 56th STREET ( MILLER ROAD) co IQ DRAINAGE STRUCTURE NUMBER 210.67' TREE KEY NOTE LOCATION MAP r.0 EXISTING ASPHALT PAVEMENT SCALE: I"=300' TREE SCHEDULE NW CORNER NW 1/4 I �,� W OF SEC 25-54-40 \CX, z E 2 to QI OAK TREE \ _____ - O � 2Q ALEXANDER PALM � `off EDGE OF PAVEMENT GENERAL NOTES: Z -J Z LL cV I'- Q3 HONG KONG ORCHID '� I --�-- � � � Q MATCH PROPOSED ASPHALT 1. All materials and labor under the project shall conform to Dade ___I u7 4 ROYAL POINCIANA PAVEMENT TO EXISTING County Public Works Department and the City of South Miami O I R= 40'• �� ASPHALT PAVEMENT Public Works Standards and Specifications. a, Q n ALL TREES TO BE 12' MINIMUM HEIGHT PROPOSED ASPHALT PAVEMENT -- _+_ a1 2. For site dimensions and geometry see Tentative Plat. Z X PROVIDE INLET GRATE OR MANHOLE EXISTING 5' SIDEWALK ��� S 890 29' 54" E 127.00' \a R = 40 Z Q FRAME AND LID PER PLAN BRICK TO GRADE 3. Elevations shown are based on N.G.V. Datum. _1 O R/W 92.00' 2 R/�/V-� d- I • 4. Underground utility information is taken from the best available 10 5' sources, but should be verified by contractor in the field with the W t- • O 5' : iQ' PROP. STOP SIGN (RI-1) appropriate utility agency prior to commencement of any work. - ^T• 1 LAYER 4x4xW4xW4 TO MEET ro I 3 Existing utility lines other than those Indicated in this drawing may ASTM A185 AND EXCEED ASTM C478 42" SQUARE (STEEL AREA OF 0.12 SQ.IN./FT. \4 ro be on site. The contractor IS warned t0 proceed with caution with all PROP. 24" WHITE -T OUTLET V ! work. He Is to make all possible investigation as to possible z W STOP BAR N PIPE 2.. unmarked utility lines. _ > - w 7, - O 6." I .:.:.:.:.: : : ; : :• 5. Contractor shall adjust any utility lids and/or covers in project W Cl co area to the finished grade. W c�v I'.'.'.'.'.'. Z -� M a- 4" o 6. Any apparent discrepancies in the plans and field condition shall be (7 6". 4 N 2" � �"� G : : : brought to the attention of the Engineer before proceeding with the ��`� Z 0 N 1 rn r► rr I o . . . . . . .'.' work. W PARCEL A _ • • W °� o o� 7,5' .'.'10'',' '.'.to''.', 7.5' 7. Contractor shall notify the Owner's representative and Engineer if 0 68" SQUARE soil condition encountered is unsuitable for construction. Furthermore I 4-'. #4 AT I2"' c.c.E.w. I 3 all existing organic materials g 9 shall be removed from beneath areas of new z I + + asphalt or concrete pavement and from proposed building locations. ''' :': :':' )(D O � --- 8. The Contractor shall restore all areas disturbed by this construction t __. �� I , to a condition equal to or better than t d- 42 STRUCTURE X., q that now existing. DRIVEWAY I �. .'.;.:. .:.' .'E,( 9. Typical Pavement Section: PROJECT: OWNER: _ 1.0" Type S-I Asphaltic Concrete surface course 8" Limerock Base, .d. compact to 98% of maximum density as determined by AASHTO T-180. FINISH GRADE WHEN DRAIN IS LOCATED � 13.9 •+•4-•� ' ' � • '.'.'.'. UNDER LANDSCAPING AREAS 92 00' Q �' 14,1.' = -- FILL TO FINISH GRADE WITH p W i _ CLEAN, SELECT MATERIAL. 10. Fill shall be placed in 12" layers loose thickness, measured and WHEN NDER DRAIN IS LOCATE?--.. / cti compacted to 90% of maximum density as determined by AASHTO T-180. . _ LAYER BENEATH THE BASE - 13:9 Fill shall be locally acceptable and suitable for fill The" J . + 4. . purposes.- y .. SHALL BE STABILIZED TO A I F- + QI top 12" of fill or cut cinder pavement base shall be compacted to 95% MIN LBR=30 _ Q .'.'.'.'.'.' of maximum density as determined by AASHTO T-180. r1� . .cal. . . . . "All O + * O a ^ u A H �B� LINE TRENCH SIDES AND �P I o• V�' 11. All seepage structures shall be French Drain with 15" perforated HDPE 0 12" MIN O aj 1 I . . � (S.D. I.i) shall be used. Bottom of trench to be 15 deep and trench width DO BOTTOM W/ PLASTIC FILTER � � g�• � �, FABRIC AND LAP AT UPPER CLEARANCE �Q N \ . . . . . . .� O I Q MIN. • O N to be 4'. Provide masonry plug at end of French Drain invert of pipe ? SYRFACE MIN. OF 12" O � to be at elevation 9.0. � L©� BACKFILL TRENCH WITH BALLAST ROCK O o 0 0 .'.'. '.'.'.'.'.'.' ( 12. Dade County Flood Criteria is Elevation 7.0. O N rf rl . . . . . . r,�2� c7/ FILTER FABRIC SHALL BE FILTER X. N PARCEL B I 4 N Y 13. October water level POLY FILTER X, FILTERWEAVE 70, Q : dal per Dade County Public Works Detail W.C. 2.2 EXXON GTF 400E, MIRAFL 700X, O O Is Elevation 3.0. BECTON AEF 650W, OR ARMCO 1199 O \ti ,','•� ',',•,••'.• NO OTHER FABRIC WILL BE PERMITTED. O 14. Backround information obtained from Waiver pf Plat prepared by I N ® O Jose E. FUxa P.S.M. dated February 17, 1999. e O �I . ♦� q : ;�. . . . : O 15. All signage and markings shall conform to the requirements of dd 6 .5 • 10 : • • :10'• 7t5 Metropolitan Dade County, Flarlda. NOTES: DRIVEWAY UNDERGROUND CONTRACTOR: I. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE AT ELEVATION (-1 2.20 • • GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. �� 35'. . , . , 0 rT_I 92.00' 13',q, A. Underground Contractor shall comply with the Trench Safety Act, HB 2. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT cc 13.6 , a n ( 3183, Florida Statutes, which incorporates, but is not limited to, SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO ALLOW _c ' ' '.'.' I the following: FOR ININTIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE PLACE, C I ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK I. OSHA Standard 29 C.F.R.O THE PROPER ELEVATION, SO THAT THE EXFILTRATION TRENCH WILL BE LU COMPLETED IN ACCORDANCE WITH THE DETAILS. i�•4 : I Part 1926, Subpart P, Excavation and Trenches, e IL DRIVEWAY \2 LL 2. Contract bids for trench excavations (in excess of 5 feet dee EXFILTRAT -a .'.'.'.'.:I:. . .:':'•' I5 ION TRENCH O I p) 4I shall include reference to the safety standards, written ® ♦� v. LO J assurance of compliance, and a separate item identifying the Vd C I cost of compliance. U CL 3. Adhere to any special shoring requirements of the state ° 9 q t to or other political subdivision. iv `L'h a I I 13,1 I PROP. INLET No. I Iri O 13.3 RIM ELEV. 12.80 B• Engineer Is not responsible for the safety of the excavation or O rr rr `o INV. ELEV. 9.00 design and construction of any shoring. FINISH GRADE PARCEL C -I---`° , PROP. INLET No. I / o •:•: : 13:'•' SEAL: SELECT FILL RIM ELEV. 12.80 -� :L 1724'(D I I - GROUT AS 6ALLASTOROCK FILTER FABRIC INV• ELEV. 9.00 I : :': o R=10' 175' 17.5' LU REO'D O 'ln 3 7.5' 10' 10 PERFORATED C.M.P. WITH . z. . . . . R=' . . . . . . . . . . . . . . INV. ELEV. 9.00 0°° 3/8" DIAMA"i ER HOLES , , , , , • , , , •�,,• Q• • • • • • c o AT 2/ 3/4" SPACING - ° I. . . . . . . . 11.' . . ..'.'.' (+1/2"I I-6""I 1.2 1/2"1 10"1 (0"1 4'-NO PERFO ATION DO NOT GASKET BAN DS d ' ' '. .iV.'.'.'. DCSI . . . . . . . cJ u• . __ .a �� . . '13.6 P.E. o. 44207 BALLAST ROCK ELEV. (-) 2.20 _ED ' ' ' • • • • N STATE OF FLORIDA I . :I U 3 I G SCALE: 1" =20' o . � : I TRENCH LENGTH SHOWN ON PLAN � 74.41' � -• DATE: 3/16/99 SLOPE GREEN AREA TO MATCH S 890 35' 57" E 127.00' EXISTING GRADE A O ® RIGHT-OF-WAY LINE AT OR ABOVE FLOOD CRITERIA ` ` DRAWN BY: G.Z. [PROPOSED OB LEVEL LINE CHECKED BY: G.Z. GUARDRAIL © BRICK PAVERS COORDINATE WITH OWNER FOR SPECS �D BASE COARSE, (OR SAND BASE FOR PAVERS) PROJECT No. p PROPOSED ASPHALT PAVEMENT OFFSET FROM LEVEL LINE QF SWALE (SOLID SOD), SEE 1314.6 FOR SPECIAL DRAINAGE 99112 T-TURNAROUND AS PER METRO CONDITION DADE COUNTY PUBLIC WORKS © STABILIZED SUBGRADE SHEET No. DEPARTMENT STANDARDS DETAIL NDIE: PRIVATE DRIVEWAY APPROACHES TO R 11,3 ALWAYS BE A STRAIGHT SLOPE. � 0 TYPICAL ROAD SECTION (A-A) SCALE N.T.S.