00-0508-041 77 "1 SIT
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P a V1Nf"N9 U44� R AADIrN
SCALE: 1" m 20'
_ LOCATION MAP -
SCALE: NTS
Fnd. Fnd. 8
Nail&Disc a? e
, 1/2"Pi p
25.0 (No.1224) 146.7 (M&R) C; (N/N 146.7'
O cO
TRENCH CALCULATIONS 9
~ I 9 ^_
C -
1 Sodded Area °' �o
149.85' r
64.4 {{ JOB SHELTON - 24.8 ' c,
II TOTAL AREA = x = 23927.0 S.F.= 0.549 ACRES.
9.4 ^ 5' II IMPREVIOUS AREA = 230 x 455 = 16100.0 S.F.= 0.370 ACRES. �
CB to CB {I PREVIOUS AREA = x = 7827.0 S.F.= 0.179 ACRES.
Rim 12.75 U II
5.5
d Util• Inv. 8.75 10 11 12 13 14 15
•
co
N 1 {{ ZONE 10 � �
lot
_. , . - ._• . _ _+, �5 {) T.O.G. 12.75 TOP OF CATCH BASIN (GRATING) (n
C� Il 3 w .-. °' ({ L = 77 MINIMUM LENGHT REQUIRED 25' 25' 27 s'
Q c II L 80 SHALL BE INSTALLED 25'
25' 25' 25' 25
ZO ;�. {{ C(p), = 0.90 COEFFICIENT OF UTILISATION (PAVIGN ,BUILDING)
CL, 3.5' II C(g) = 0.40 COEFFICIENT OF I:ITILISATION (GRASS STABILIZED) ° SUNSET DR.
o ,�y0 .- {{ A 0.549 AREA IN ACRES
. 2- C� �1 II R 7,75 RAINFALL INTENSITY (inches per hour) 1 HOURS
° a (I W = 3.0 WIDTH OF TRENCH
- - ( s r percolation es
r ,, .•: : , . :' Q a. , rn - - 414 a pe pe I test
}
� •� K 0 414 x 0 001 0 000
II
Q c`°v 12.0 � O II H2 = 8.0 FLOOD CRITERIA
{{ Du = 5 UNSATURATED TRENCH DEPTH
Z 2 {{ Ds 7 DEPTH OF TRENCH FROM FLOOD CRITERIA
N T
9 � r �3 � {{ C(p) x A x R + C(g) x A x R /
3 . - AS ,, II L = --------------------------------------- LENGHT OF TRENCH
m M ({ K(H2W + 2H2Du -Du- + 2H2Ds) + (1.39 *.0001)WDu
a` � n M c o O II ,
-£ m •°� °' O II 0.9 0.370 7.75 0.4 0.179 7.75
II = -----------------------------------------
o o CO L
Z ^ ZO c0 {{ 0.000414 24 80 25 112 0.000139 15 i
17 `?cA Q
p to p o {I 3.13
J gin' II L = ----------- = 38.6 /
LO c� w 16.0' � � O II 0.081159
CONSEQUENTLY AS PER%5�701DS.
29.18' 4.5' ^ \ {{ L 38.6 x 2 = 77 LINEAL FEET REQUIRED
22.8' (� CB I{ 80 LINEAL FEET PROVIDED j
w
r• Rim 12.75 II
tG Inv. 0
9.0 II ---------- ---------- ---------- ----------
cn 17.4'
1/2•Pipe r
(N/N) 2
3 18
_,. 0=9049' 13.0' oo _ / ° -
25.0 T=25.35' "vi 27.4' fsS
jGrassed 11. 17.2 5
' Fnd. rn 48.84' Fnd
1/2P' a '`� Nail&Disc O \
� ' O
(No 1224) 1�• uv. _
.-- �y0 22.3' 16.5" \ '
152.27' M&R 6' Sidewalk
- s -
2' Curb&Gutter
� pie + �•�`
1
t A `
»..... .,._.. I .. . O _ �- '��'enqC� T ," t z� • ^1Fx ,n a-.pt•t5� >'�' 4�?; ',ri!► Vr� �j .' ;"
'f•a A9 tc n
i ._..... __ ... _ 42.7' Asphalt Pavement (west bound) �� O ", L~,. ' ,.� a r�, -, F , ?j-� xnC.'�r i vi, l 13'L -,01 V AND ASSOC.
p ent S H�. y,-r,�3 <� �� .,.1t _,...� . .. y
t
xYF�_t<<?s:i. I
37' Asphalt Pavement F F F! C E S
S.W. 72nd ST. (Sunset Dr.
_. RAW „_.�_.. �,.... .a.e ,..�..-o.-_ � 33 SUNSET DR.
100' TOTAL
-
_ i AM I FLORIDA
T ,RESITA SHELTON
F 2' Curb&Gutter
6.5 Medlam CON ST `� �:: wWE' �y ICY ate: 2--
• w' . 3
GENERAL NOTES-GRADING AND DRAINAGE
1. ALL CMP SHALL BE HELICAL ALUMINUM UNLESS ATHERWISE APPROVED BY THE ENGINEER.
l I 2. ALL UTILITIES AND DRAINAGE INSTALLEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE
CONSTRUCTED AND INSTALLED PRIOIR TO COMMENCING SUBGRADE WORK ON THE ROADS.
VARIES VARIES 3. THE EXISTING ELEVATIONS SHOWN ON THE GRADING PLAN INDICATES THE ELEVATION AT THE POINT
SCALE 1" = 2O' DEPICTED ONLY, AND SHOOULD NOT BE INTERPRETED AS INDICATING THE ELEVATION OF ANY OTHER
POINT. THESE EXISTING ELEVATIONS ARE IN NO WAY AN INDICATOR OF SURFACE OR SUBSURFACE
SOIL CONDITIONS.
4. ALL CONCRETE SHALL HAVE A MINIMIM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
5. PRECAST CONCRETE MANHOLES AND CATCH BASINS SHALL MEET THE REQUIREMENTS OF A.S.T.
PLAN SPECS. C-478 AND 64 T.
I 6. CONCRETE AND PRECAST MANHOLES AND CATCH BASINS SHALL HAVE A MINIMUM COMPRESSIVE g
GRADE STENGTH OF 3000 PSI AT 28 DAYS. V
A B 7. REINFORCING STEEL FOR MANHOLES AND CATCH BASINS SHALL CONFORM TO A.S.T.M. ;m
0.01 - 0•01rj 0.01 - 0.015 SPECIFICATIONS A-615 AND A-305, LATEST REVISION. ^; �,
8. ALL RE-BAR SPLICES IN CONCRETE STRUCTURES SHALL HAVE A MINIMUM LAP OF 24 BAR DIAMETERS.
- 6" to match 9. ALL JOINTS IN CONCRETE STRUCTURES SHALL BE FINISHED WATER TIGHT. a °
C
Exist. 10. ALL SPACES AROUND PIPING ENTERING OR LEAVING MANHOLES AND CATCH BASINS SHALL BE -a
COMPLETELY FILLED WITH 2;1 CEMENT MORTAR.
D 11. ALL CORRUGATED STEEL PIPE SHALL CONFORM TO THE REQUERIMENTS OF SECTION 943 OF FLORIDA
D.A.T. STANDARDS SPECIFICATIONS AND AASHTO DESIGNATION M 36. COATING SHALL BE IN
ACCORDANCE WITH D.O.T. SECTION 943 AND AASHTO DESIGNATION M 190.
12. ALL CORRUGATED ALUMINUM PIPE SHALL CONFORM TO THE REQUERIMENTS OF SECTION 945 OF
ABREVIATION (IF ANY APPLIED) FLORIDA A.O.T. STANDARD SPECIFICATIONS AND AASHTO DESIGNATION M 196. F
= CENTER LINE
13. JOINTS IN CORRUGATED STEEL PIPE AND CORRUGATED METAL BANDS OF SIMILAR METAL AND
CORRUGATIONS WITH NEOPREME, RAM-NFK OR BITUMASTIC GASKEIS INSTALLED PER THE
R = PROPERTY LINE
R/W = RIGHT OF WAY LEGEND ���� MANUFACTURERS RECOMMENDATIONS.
g C L SECI'1®N A-A 14. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH
C.L.F. = CHAIN LINK FENCE - - THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY DADE COUNTY AND THE
W.F. = w000EN FENCE PLANS AND CONSTRUCTION SPECIFICATIONS. CONFLICTS OR OMISSIONS EXIST, THE CITY 0
RES. = RESIDENCE DENOTES LOCATION OF „ F MIAMI STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATIONS FROM PLANS AND 0
F.I.P. = FOUND IRON PIPE A 1 THICK ASPHALTIC CONCRETE, TYPE S-1 SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE
CL = CLEAR EXFILTRATION TEST
ENC. ENCROACHMENT - - 15. ANSEPARATE SURFACE COURSE JOB MIX DETERMINATION SHALL NOT BE REQUIERED FOR EACH e
C.B.S. = CONCRETE BLOCK STRUCTURE PRIME AND TACK COAT
:_ -�--�- .D.ENOTES_EXFfLTRATION TRENCH ® SPECIFIC PROJECT. PROJECT JOB MIX SHALL BE THE CONTRACTOR'S MOST RECENTLY APPROVED ' i � W a
CONC. = CONCRETE APPLICABLE JOB MIX FORMULA AS DETERMINED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. ��f
PJ . DIAMETER CQ 6" BASE COURSE COMPACTED TO 98% MAXIMUM 16. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE BITUMINOUS CONCRETE MIX TYPE S-1 EXEPT m m
D.M.E. = DRAINAGE MAINT. EASEMENT DENOTES STRUCTURE NO. THAT THE MINIMUM MARSHALL STABILITY SHALL BE 2200 LBS AND THE BITUMINOUS MATERIAL AC-30 0
S.I.P. = SET IRON PIPE DENSITY AASHTO T-180 CONTENTS SHALL BE NOT LESS THAN THAT NEEDED TO PRODUCE MAXIMUM STABILITY BASED ON 75 } W
F.S. - FOUND SPIKE 0 /-- DENOTES RIM ELEVATION
RAD. = RADIAL MV EL OQ 8" SUBGRADE COMPACTED TO 987oo MAXIMUM DENSITY 17. BLOW
THE CONTRACTOR MAY ALSO FURNISH AND PLACE AN APPROVED BITUMINOUS CONCRETE MIXTURE 0 a k
U.E. = UTIL. EASEMENT C-fl �- DENOTES INVERSE ELEVATION AASHTO T-180, STABILIZE AS REQUIRED MEETING THE REQUIREMENT OF DCAD SPECIFICATIONS SECTION P-401. THE PROPOSED JOB MIX w n_
M = MONUMENT LINE FORMULA SHALL HAVE BEEN PREVIOUSLY APPROVED AND USED (WITHIN THE LAST 12 MONTHS) A-T
P.C. = POINT OF CURVATURE Z °
F.H. = FIRE HYDRANT DENOTES-'STRUCTURE TYPE Q SWALE (SOLID SOD) ONE OF DCAD's AIRPORTS AND PRODUCED FROM AN APPOVED BITUMINOUS CONCRETE PLANT.
EASMT. = EASEMENT 18. SURFACE TREATMENT SHALL BE USED TO BIND oyERLAYS TO EXISTING PAVEMENT. BITUMINOUS o O
S.D.H. = SET DRILL HOLE oo DENOTES EXISTING ELEVATION MATERIAL FOR SURFACE TREATMENT SHALL BE TYPE RS-2 MEETING THE REQUIREMENTS OF AASHTO I N 1
CALC.(C) = CALCULATED M 140, AND SHALL BE APPLIED AT THE RATE OF 0.25 GALLONS/ S.Y. COVER AGGREGATE MATERIAL W N
F.D.H. = FOUND DRILL HOLE ' o �' SHALL BE MANUFACTURED, BITUMINOUS IMPREGNATED, CRUSHED, WASHED AND SCREENED _ v�
A/C = AIR CONDITIONING UNIT DENOTES .PROPOSED ELEVATION LEGAL DESCRIPTION: LIMEROCK, 5/16" GRADE (MEETING THE REQUIREMENTS OF TABLE I BELOW), APPLIED AT V1
REC. (R) = RECORDED APPROXIMATELY 13 POUNDS/S.Y.,THE BITUMINOUS IMPREGNATED AGGREGATE SHALL CONTAIN 4 0/0 o V a
® DENOTES CATCH BASIN LOTS 9-15, LESS THE SOUTH 15 FEET THEREOF, BLOCK 9, COCOPLUM TERRACE SUBDIVISION, ACCORDING
F.N.&D. = FoulvD NAIL AND DISC ASPHALT CEMENT VISCOSITY GRADE AC-20 WHEN TESTED IN ACCORDANCE WITH ASTM;D 2172. THE
S.R.B. = SET REBAR TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 25 AT PAGE 4, OF THE PUBLIC RECORDS OF ENTIRE SURFACE SHALL THEN BE ROLLED (WITHOUT LAPPING) WITH A 3-5 TON STEEL WHEEL TANDEM :
ROLLER AND DRAGGED WITH A DRAG BROOM TO PROVIDE EVEN DISTRIBUTION OF GRAVEL, BEFORE .
C.B. = CHORD BEARING DADE COUNTY, FLORIDA. ROLLING WITH A TRAFFIC ROLLER.
-' MEAS.(M) = MEASURED � -�•- DENOTES FLOW DIRECTION
S.N.&D. = SET NAIL AND DISC
EP
+ P.O.B. = POINT OF BEGINNING- r SITE ADDRESS: 6333 SUNSET DR., S. MIAMI, FLORIDA
P.O.C. = PONT of CURVATURE 0 DENOTES MANHOLE ® • ? 4, ORDER No.
- - JOB NUMBER: 99-1254 00-354 y O.�� 1, •
0 99-1254-2
_ - DATE OF SURVEY= MAY 25, 1999 REVISED: 3-27-00 R' ' rn'rr
Od SHEET No.
' I G,- 1 OF 2 a
_ - -
LID NLESS
T VAS lL,". `�AlEd•! ENGINEER SEAL J��•.`�,
`01
_ ! -