00-0635-014 ����
FINISH G FINISH GRADE GRADE WHEN DRAIN 15 LOCATED WELD PLATE TO -- - -
UNDER LANDSGAPIN6 AREAS UPPER END OF
FILL TO FIN15H GRADE WITH BAFFLE
w GLEAN, SELECT MATERIAL. II SELECT FILL
WHEN DRAIN 15 LOCATEDI z—
LAYER UNDER BENEATH THE BASE � �j 1/2 OF IWO PIPE - GROUT AS PEA ROCK
SHALL BE STABILIZED TO A II 1 ` REG BALLAST ROG FILTER FABRIC
MIN LBR-30 I PERFORATED G.M.P. WITH
`n INV. ELEV. 4.0 o 3/W DIAMATER HOLES �e50��8/�raft!�O�
N II WALL OF BASIN o o a AT 2/ 3/4" SPACING ro�cm foraker
LINE TRENCH SIDES WITH „ \ "' 3WO haitian 4r.
PLASTIC FILTER FABRIC AND 12 MIN 6„ - 3 -NO PE TION O NOT GASKET Miami,fI 33189
LAP AT UPPER SURFACE CLEARANG ��Q� MIN. GO BALLAST ROGpIC�
MIN. OF 12" d ON 3"x3" ALUMINUM N 30�2��880�f
BOTTOM OF TRENCH ANGLE SPOT-WELD ANGLE
BACKFILL TRENCH WITH BALLAST ROCK TO BAFFLE PLATE j
I
OPEN BOTTOM
FILTER FABRIC SHALL BE FILTER X. TRENCH LENGTH SHOWN ON PLAN
POLY FILTER X, FILTERWEAVE -10,
EXXON 6TF-400E, MIRAFL 700X, ALUMINUM ANGLE
BELTON AEF 650W, OR ARMGO IIGq
NO OTHER FABRIC WILL BE PERMITTED. (SEE DETAIL) REVISIONS
BOLT TO WALL WITH
1/2" DIAMETER BOLT
No. DATE DESCRIPTION
I
LOWEST FLOOR ELEV/incl ADJACENT GRADE ELEVATION CATCH BASIN ELEV. SITE DATA TABLE
NOTES:
SOMETRI G VIEW basement/sunken areas next to the wall of the structure
I. THE BOTTOM OF THE EXFILTRATION TRENCH 5HALL BE 10 FT. BELLOW EXISTING GENERAL NOTES PROPOSED FT. NGVD FT. NGVD FT. NGVD GENERAL SITE INFORMATION
&ROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. LOCATION: 7019-7021 SW61 AVE
I.-ALL WORK SHALL BE PERFORMED ACCORDING TO THE SPECIFICATIONS, 13.87 13.0 12.0 ZONING: MO
2. AFTER THE BALLAST ROCK HA5 BEEN PLACED TO THE PROPER ELEVATION, IT STANDARD DETAIL AND DEPARTMENTS OF THE METROPOLITAN DADE COUNTY. PROPOSED USE: OFFICE
SHALL CAREFULLY Y NITH LE ORPER T ALLOW PUBLIC WORK5 DEPARTMENT. BAFFLE DETAILS
FOR NI IAL SETTLEMENT A MAY OCCUR. T DO TAKE GROSS SITE AREA: 10,000 S.F.
ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK 2.-NO DEVIATION FROM THE APPROVED PLAN SHALL BE PERMITTED WITHOUT NET SITE AREA: 10,000 S.F.
TO THE PROPER ELEVATION, 50 THAT THE EXFILTRATION TRENCH WILL BE THE WRITTEN CONSENT OF THE ENGINEER OF RECORD AND THE METROPOLITAN
COMPLETED IN ACCORDANCE WITH THE DETAILS. DADE COUNTY PUBLIC WORK5 DEPARTMENT.
3.-ALL ELEVATIONS REFER TO THE NATIONAL 6EODETIG VERTICAL DATUM.
0'-O' = NGVD
4.-LOCATION AND DEPTH OF ALL EXISTING STRUCTURES AND/OR UTILITIES
EXFILTRATION TRENGH SHALL BE VERIFIED BY THE EN6INEERIN6 CONTRACTOR PRIOR TO THE
START OF CONSTRUCTION.
5.-THE ENOINEERIN& CONTRACTOR SHALL NOTIFY THE UNDERGROUND
UTILITIES NOTIFICATION CENTER OF FLORIDA, PHONE NUMBER
I-&00-432-4-10, 48 HOURS BEFORE D1661146.
6.-DIMEN51ONS AS SHOWN (EXCEPT DRAINAGE TRENCH LENGTH) ARE APPROXIMATE, J Q N U n
DRAINAGECALCULATION FOR EXACT DIMENSIONS AND 6EOMETRIC DESCRIPTION SEE SITE PLAN.
7.-ALL MUGK,PEAT,OR SAND CLAY WITH 14167H PERCENTAGE LOOD LEGEND
E OF ORGANIC MATERIAL ou U r Q r
SHALL BE REMOVED TO NATURAL LIMEROCK WITHIN THE PROF05ED PAVEMENT fC
AREA. FOR DETAILED SPECIFICATIONS SEE METROPOLITAN DADE COUNTY
PUBLIC WORKS DETAIL SECTION 30. FLO10 NO. # 09-4025011-0180 ADDRESS: 7019 & 7029 SW 61 AVE. W , NW
LOT# 3 &4 BLOCK: 3 SUB DIVISION: ROSEWOOD
- TOTAL AREA = 0.4� or. G = OA R = 6.1 In. 8.-CATCH BASINS SHALL BE CONSTRUCTED WITH GREASE AND OIL SEPARATOR Z Q
(5EE DETAIL),OR AS APPROVED BY METROPOLITAN DADE COUNTY DEPATMENT PLAT BOOK: 13 PAGE: 62 MEETS AND BOUND: �— 00 N
H = 3.2�J' DU = 2.2�J' D5 = I I.��' W = 3.0' OF ENVIROMENTAL RESOURCES MANAGEMENT. SECTION: 25 TOWNSHIP: 54 RANGE: 40 .— o ^N- jl
"I.-PAVEMENT SHALL CONSIST OF:
Q — 2.60 ac.. in. A. ASPHALTIC CONCRETE SURFACE COURSE P THICK. I 0 D
B. LIMEROGK BASE COURSE 6" THICK PRIME ENTIRE WIDTH. Z U.
G. STABILIZED 5UB6RADE 12" THICK. CROWN OF ROAD ELEV 12.05 FT.NCVD. CROWN OF ROAD ELEVATION WAS TAKEN _
�. = 2.60 � 0,065 = 3�f.7' PROVIDED ON PLANS 60 LF FD. FROM A CERTIFIED SURVEY PREPARED BY ENRIQUE POUSADA PLS LIC# 5662 � LL! Q Z n
10.-EXFILTRATION TRENCHES SHOULD BE BUILT AS PER STANDARD DETAIL I , I
SD. 1.1 WITH 15" PERFORATED ALUMINUM PIPE. INVERT ELEVATION OF W Q O N Q
PIPE SHALL BE AT 4.0 N.6.V.D. (OCTOBER WATER TABLE ELEVATION). DRAINAGE PLANS SHALL BE ATTACHED N_
DERM/WC - SURFACE WATER MANAGEMENT STORMWATER PERMIT copy attached Q Q IN_
r
SFWMD - ENVIROMENTAL RESOURCES PERMIT copy attached W
TOTAL IMPERVIOUS AREA UNDERGROUND PARKING YES_NO_X_
if yes floodproofing plans shall be attached
BASEMENT YES/NO circle one Q
HAVE THIS SITEOR OTHER PORTIONS OF THIS PROPERTY BEEN GRANTED A CLOMR OR
FINAL LOMR circle one YES LOMR# NO
OO
RE 0 0
LEGAL DESCRIPTION a
� o
LOT 3 AND 4 LESS NORTH 6 FEET OF LOT 4 IN BLOCK 3 OF ROSEWOOD,ACCORDING W O LL_
TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 13, PAGE 62 OF THE PUBLIC RECORDS OF DADE �`
/ g_$ COUNTY J
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BUILDING 1 — O W O
\ / NOTES: o ¢ w U
FLOOD ZONE: X z �
COMMUNITY#
\ / MAP DATE: O O 3::Z >
ELEVATIONS ARE BASED ON N.G.V. DATUM 0i V) g a o
CD LL_
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/ H-1
PROJECT No.
/ PHOTOMETRIC SCALE 118 - ' '-°
SHEET No.7 OF 12
/ I
a-s BUILDING 2
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ARCHITECT NOTE To the best of my knowledge subject drawing comply with SFBC. 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.