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rss 11.7t
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_ MEG
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11.90 * 1 1.95
- - _.._ - - - - - - - - - - - - - - - - - - - - - - - - ..- - - - - - - - - - - -
MEG X MEG
411.3:' \\`h
\. \ EXIST. FENCE I 3
---_ \\ TO REMAIN
*ROP. 5' WIDE
CONC. SIDEWALK
IN,tj.rs I II I I '1.10 T12`.5
ME '
MEG
EXIST. SWALE IETWEEN FENCE I
AND CONCRETE BASKET94LL
COURT TO REMAIN I
I I \
\ \ I I 12.15 ___ ... 12.20
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ni
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Cs
10' 2p•
HORIZONTAL SCALE: 1'=10'-O'
PAVING & GRADING LEGEND
= DENOTES EXISTING ASPHALT & BASE TO BE REMOVED. CONTRACTOR
MUST BACKFILL TO PROPOSED ELEVATIONS SHOWN WITH PLANTING
SOILS do SOD. (SEE LANDSCAPE PLANS FOR MATERIAL SPECIFICATIONS)
s = DENOTES 4' BUFFER AREA SURROUNDING POOL PERIMETER WHERE
`f SLOPES MAY VARY FROM A 2% MINIMUM TO A 4% MAXIMUM.
= MILL 1" OF EXISTING ASPHALT do TACK COAT AND RESURFACE
WITH 1 " OF TYPE S-3 ASPHALT.
= DENOTES MIAMI-DADE COUNTY FIRE DEPARTMENT ACCESS PATH TO BE
STABILIZED AS SHOWN IN CROSS-SECTION A ON SHEET C-9.
= PROPOSED FLOW ARROW
= PROPOSED SAWCUT LINE / MATCH EXISTING GRADE
= PROPOSED FLOW LINE
,.., ... = DENOTES SIDE -SLOPES ALONG BERMS OR SWALES
0----12.8 = DENOTES PROPOSED FINISHED SURFACE ELEVATION (I.E. TOP OF
FINISHED SURFACE, CONCRETE FINISHED GRADE, ETC.)
�= REFER TO SHEET C-9 FOR CORRESPONDING CROSS-SECTION
C-9 1
IME
� III
MEG
{
EXIST. FENCE NOTES TO THE CONTRACTOR:
I
\ \\ \ I ro REMAIN I 12.25 1. PRIOR TO ANY CONSTRUCTION OF CIVIL WORKS, CONTRACTOR SHALL DATA COLLECT ELEVATIONS
CP II I \ I I I AT THE PROJECT'S BOUNDARY CONDITIONS AND NOTIFY THE ENGINEER OF RECORD IF ANY
DISCREPANCIES ARE FOUND.
O12.20 2. ALL PROPOSED GRADES SHOWN ON THIS PLAN ARE TO THE FINISHED SURFACE. (I.E. TOP OF
�...n,w�
(� I FINISHED GRASS IN GREEN AREAS)
00 N I I -- 3. PLEASE SEE DETAIL ON SHEET C-10 FOR GRADING BETWEEN CONCRETE AREAS (SIDEWALKS &
N I PROP. 5' WIDE
I II i I II � CONC. SIDEWALK POOL DECK) AND GRASS AREAS.
II I II I 4. CONTRACTOR IS CAUTIONED THAT ALL GRADES OUTSIDE OF THE 4' BUFFER AREA WITHIN THE
CONCRETE POOL. DECK SHALL NOT EXCEED 2% IN ANY DIRECTION.
M` 5 PLEASE SEE LANDSCAPE
PLANS FOR MATERIAL AND PLANTING SPECIFICATIONS FOR GREEN
AREAS
S
25' 20' I I I I �/ I -- _- 12.25 6. PLEASE SEE ARCHITECTURAL PLANS FOR ALL POOL SPECIFICATIONS INCLUDING, BUT NOT
ME
MEG LIMITED TO: PECK MATERIAL & FINISH COPING, SPLASH DECK, ETC.
611 7. ALL SIDEWALK PATHS SHALL CONFORM TO THE FOLLOWING STANDARDS:
a. MAXIMUM LONGITUDINAL SLOPE = 5.07.
112.20-'`N' x r-'r�`� "' •'" b. MAXIMUM CROSS-SECTIONAL SLOPE = 2.07.
II I III I I 8. PROPOSED TYPE 'F" CURB do GUTTER IN PUBLIC R/W SHALL BE SET BASED ON 0.20% SLOPE
H AS INDICATED ON' THESE PLANS. CONTRACTOR SHALL ADD OR REMOVED LIMEROCK TO THE
II i I III I \� CURB PAD AS REQUIRED TO MEET THIS CONSTANT SLOPE.
I I I I I EXIST. SWALE /ETWEEN FENCE I ( C-9 9. ASPHALT EDGE OF PAVEMENT SHALL BE FLUSH WITH LIP OF CURB do GUTTER. CONTRACTOR
j AND CONCRETE EENJASFENCEETIALL I l SHALL MILL AND RESURFACE ASPHALT AS REQUIRED IN ORDER TO CREATE FLUSH CONNECTION.
COURT TO REMAIN t _ a: . \ .. ,.,4,,�..�
1' . � ,`"ti 10. ALL PROPOSED BACK OF SIDEWALK ELEVATIONS SHOWN HAVE BEEN PRO -RATED BASED ON
II III I I I Ix P
I THE PROPOSED GUTTER SLOPE. PROPOSED PUBLIC SIDEWALK SHALL NOT EXCEED 27.
II I I CROSS-SECTIONAL SLOPE AT ANY POINT.
I II I I I I 11. ALL VALVE COVERS, MANHOLE RIMS, COVERS, GRATES, RPM'S, ETC. SHALL BE ADJUSTED TO
I I FINAL GRADE AND MODIFIED TO BE TRAFFIC RATED, AS REQUIRED.
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12.15,
;
I MEG MEG
,.f,7M I
` II I I III 14 i I :�'
II I I III I EXIST FENCE I 12.00 x,\ 12.05
II I I I I I TO REMAIN
II III I� I
I I II I� I
MATCHLINE -SEE SHEET C-6 . r..
I III I-
or,
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EXIST
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IX ti '�'' PROP 5,. WIDE MEG .. _ . MEG
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CONC.,,, IDEWALK
I I * PROP ADDITION PROP. 5' WIDE PROP. 9' WIDE EXIST TREE
I I I I I EXIST FENCE - X- X -MEG
TO REMAIN MEG TO EXIST FENCE "12.95 12,95 CONC. SIDEWALK 12.95 12.85 CONC. SIDEWALK TO REMAIN
X MEG
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12.5 - _ _ _.
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PROP. 6 WDE 1265 12.70 2.90II j CONC SIDEWA K 12.x0 �Ror. a Xt\
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12.6 FIKE RACKv 2.65 MEG PMOr ADDITION
11.9t N +13.00
12h5
To EXIST. FENCE
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II I
RECREATIONAL
D ESIGN AND
CONSTRUCTION, INC.
3990 North Powerline Road
Ft. Lauderdale, FL 33309
Voice: 954.566.3885
Fax: 954.566.3335
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1320MPCP
FILE No. ,--------
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IT- DATE 07-02-13
o ISSUE / REVISIONS
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#1 07/31/13 COORDINATION
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SHEET TITLE
PAVING& GRADING
PLAN
SHEET NUMBER
C--7