13-749-020Y
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LLJ,
w7�', Y.Y•RECREATIONAL
UD ESIGN AND
O
I>) CONSTRUCTION, INC.
3990 North Powerline Road
,�•' 10 r-- C)
Ft. Lauderdale, FL 33309
O Voice: 954.566.3885
% r Fax: 954.566.3335
p 14' 20•
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I \\\ II NOTES TO THE CONTRACTOR.
EXIST,
MAIN I PROP, 5 CONC. O
12.25 SIDEWALK GYP,) a
CPP I \ \\ I I 1. PRIOR TO ANY CONSTRUCTION OF CIVIL WORKS, CONTRACTOR SHALL DATA COLLECT ELEVATIONS
I) \ \ I mm ICT'S BOUNDARY CONDITIONw S AND NOTIFY THE ENGINEER OF RECORD IF ANY a (1 1
�L
I ,�t' �1 x DISCREPANCIES FOUND.
\ O CV E E
12.20 2. ALL PROPOSED GRADES SHOWN ON THIS PLAN ARE TO THE FINISHED SURFACE. (I.E. TOP OF F p G P 102 � � N I I FINISHEb GRASS IN GREEN AREAS) � /Z �2
II II I II II N 3. PLEASE SEE DETAIL ON SHEET C-10 FOR GRADING BETWEEN CONCRETE AREAS (SIDEWALKS do
II i I II I CONC. SIDEWALK POOL DECK) AND GRASS AREAS. <
4. CONTRACTOR IS CAUTIONED THAT ALL GRADES OUTSIDE OF THE 4 BUFFER AREA WITHIN THE z
CONCRETE POOL DECK SHALL NOT EXCEED 2% IN ANY DIRECTION. o
I I �r JOINT (TYR) OL
z I I � I I � I 5 AREAS SEE OUTSIDENOFCPOOLPDECK• FOR MATERIAL AND PLANTING SPECIFICATIONS FOR GREEN t
LANDSURVEYORS
25' 20 L,.
„F 12.25 6. PLEASE SEE ARCHITECTURAL PLANS FOR ALL POOL SPECIFICATIONS INCLUDING, BUT NOT CIVIL ENGINEERS
I II I I II I� I MEG MEG - LAND PLANNERS
I LIMITED T0: DECK MATERIAL Ec FINISH, COPING, SPLASH DECK, ETC. LB#87 CA#87
II II I II 7. ALL SIDEWALK PATHS SHALL CONFORM TO THE FOLLOWING STANDARDS: 0
112 20 '�� -___.. xtiti°h a. MAXIMUM LONGITUDINAL SLOPE = 5.0% U 3240 CORPORATE WAY
= I I I I I I I I I J"�"^^ ' PROR CON RUCTION M I1! A M ,
b. MAXIMUM CROSS-SECTIONAL SLOPE = 2.09. FL 33025
II i I III I I EXPANS/ T (TPP,) S. PROPOSED TYPE 'F�' CURB do GUTTER IN PUBLIC R/W SHALL BE SET BASED ON 0.20% SLOPE �- TEL 30�5)C52-70 10
II I II I AS INDICATED ON'THESE PLANS. CONTRACTOR SHALL ADD OR REMOVED LIMEROCK TO THE z FA7 (30$$ 052--8284
I II I III I I - '
\� I CURB PAD AS REQUIRED TO MEET THIS CONSTANT SLOPE. O
ilf
I I I I I I ( EXIST SWALE 8ETWEEN FENCE C-8 9. ASPHALT EDGE OF PAVEMENT SHALL BE FLUSH WITH LIP OF CURB do GUTTER. CONTRACTOR seal �e�`` ,!•
AND CONCRETE VSKETSALL SHALL MILL AND RESURFACE ASPHALT AS REQUIRED IN ORDER TO CREATE FLUSH CONNECTION. / yc¢��tSP • y• `9y,�";,
II = I I I I I I I COURT TO REMAIN I I >3 �- �,�" 10. ALL PROPOSED BACK OF SIDEWALK ELEVATIONS SHOWN HAVE BEEN PRO -RATED BASED ON fS�C•''•, cT'
III I II Ix P x,• x
II I II I I THE PROPOSED GUTTER SLOPE. PROPOSED PUBLIC SIDEWALK SHALL NOT EXCEED 29. o `�
635
CROSS-SECTIONAL SLOPE AT ANY POINT, _5
PROP. 5' CONC. 11. ALL VALVE COVERS, ;T O+ w
II I III ( I SIDEWALK (TYR) MANHOLE RIMS, COVERS, GRATES RPM'S, ETC. SHALL BE ADJUSTED TO 4 I ; ": r JUL ��
I I I I I I I I FINAL GRADE AND MODIFIED TO BE TRAFFIC RATED, AS REQUIRED. Im S ,TE OF •_;`� yr
1,2.10 .�� 12 15, � � "� " { W �.� •(! 10�•• � '��
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MEG MEG W•�'.F:I's ��b ;Cl v�s'��rE.'o
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PROJECT. NUMBER
III
� a 1320MPCP
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1 ,
2.00 12.0 PROP. CONTMOc
r I I I I I I I EXIST. FENCE JOINT (TYI•) FILE No. --------
TO REMAIN
= II I III I DRAWN J.A.O.
II I� G �ti ,h J REVIEWED: H.J.N.
1 ��� I ; MATCHLINE
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1 SEE
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PROR CONSTRUCTION ^
1 O.}�Alfl
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CHECKED
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� , �DATE 07-02
-13
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x CONC.,�!VLCWALK x1 M G NE REMOVED U
= 11 try
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I EXIST FENCE PROP, ADDITION PROP, CO TROL PROP. 5' CONC. pR �R P STRUCTION
I) I I TO EXIST. FENCE X - X -MEG JOINT ( ) SIDEWALK (TPP,) C 'A fr' (TYR)12.9 12 85 PROP, 9' W/Df EXIST. TREE
I I TO Rf PROP, CONSTRUCTION MEG PROP, 5' CONC �n .� +12•x55 � 12.95 CONC. SIDEWALK TO RfMA/N
X
MEG �� EXPAN /ON JOINT "(TYI!) SIDEWALK (TYP,) `' •;'�` _ - - - - - _ •
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II a 12.80
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I \ \ ( I I. I� I I 1 \ I \ I / h CONC. PAD FOR TO REMAIN
a- I► I 1 . l ��, . BLDG FFE
�x 12.65 I I I I I NIKE RACK
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! TO EXIST. FENCE
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PROP, ONTROL I I _ ._ . ' 1 !
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11.91 D-- @��� _1-DJQO
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SHEET TITLE
PAVING &GRADING
PLAN {
SHEETNUMBER
C-721
PROP, CONSTRUCTION
EMMANSIONOINT TO
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CONDITION
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1 1.9011
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J r '
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m $�
O
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LL
O
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L) T�
z 7-
< � --MC
0 a. CL w ' C\1
U_U.
p do CL
U)
rA Y� I
f E
m
LU co
Z
0 CL
co Cf) 0U.O
x rro
I MEG III \ \\\
r, x<1. MEG W
I \\\ II NOTES TO THE CONTRACTOR.
EXIST,
MAIN I PROP, 5 CONC. O
12.25 SIDEWALK GYP,) a
CPP I \ \\ I I 1. PRIOR TO ANY CONSTRUCTION OF CIVIL WORKS, CONTRACTOR SHALL DATA COLLECT ELEVATIONS
I) \ \ I mm ICT'S BOUNDARY CONDITIONw S AND NOTIFY THE ENGINEER OF RECORD IF ANY a (1 1
�L
I ,�t' �1 x DISCREPANCIES FOUND.
\ O CV E E
12.20 2. ALL PROPOSED GRADES SHOWN ON THIS PLAN ARE TO THE FINISHED SURFACE. (I.E. TOP OF F p G P 102 � � N I I FINISHEb GRASS IN GREEN AREAS) � /Z �2
II II I II II N 3. PLEASE SEE DETAIL ON SHEET C-10 FOR GRADING BETWEEN CONCRETE AREAS (SIDEWALKS do
II i I II I CONC. SIDEWALK POOL DECK) AND GRASS AREAS. <
4. CONTRACTOR IS CAUTIONED THAT ALL GRADES OUTSIDE OF THE 4 BUFFER AREA WITHIN THE z
CONCRETE POOL DECK SHALL NOT EXCEED 2% IN ANY DIRECTION. o
I I �r JOINT (TYR) OL
z I I � I I � I 5 AREAS SEE OUTSIDENOFCPOOLPDECK• FOR MATERIAL AND PLANTING SPECIFICATIONS FOR GREEN t
LANDSURVEYORS
25' 20 L,.
„F 12.25 6. PLEASE SEE ARCHITECTURAL PLANS FOR ALL POOL SPECIFICATIONS INCLUDING, BUT NOT CIVIL ENGINEERS
I II I I II I� I MEG MEG - LAND PLANNERS
I LIMITED T0: DECK MATERIAL Ec FINISH, COPING, SPLASH DECK, ETC. LB#87 CA#87
II II I II 7. ALL SIDEWALK PATHS SHALL CONFORM TO THE FOLLOWING STANDARDS: 0
112 20 '�� -___.. xtiti°h a. MAXIMUM LONGITUDINAL SLOPE = 5.0% U 3240 CORPORATE WAY
= I I I I I I I I I J"�"^^ ' PROR CON RUCTION M I1! A M ,
b. MAXIMUM CROSS-SECTIONAL SLOPE = 2.09. FL 33025
II i I III I I EXPANS/ T (TPP,) S. PROPOSED TYPE 'F�' CURB do GUTTER IN PUBLIC R/W SHALL BE SET BASED ON 0.20% SLOPE �- TEL 30�5)C52-70 10
II I II I AS INDICATED ON'THESE PLANS. CONTRACTOR SHALL ADD OR REMOVED LIMEROCK TO THE z FA7 (30$$ 052--8284
I II I III I I - '
\� I CURB PAD AS REQUIRED TO MEET THIS CONSTANT SLOPE. O
ilf
I I I I I I ( EXIST SWALE 8ETWEEN FENCE C-8 9. ASPHALT EDGE OF PAVEMENT SHALL BE FLUSH WITH LIP OF CURB do GUTTER. CONTRACTOR seal �e�`` ,!•
AND CONCRETE VSKETSALL SHALL MILL AND RESURFACE ASPHALT AS REQUIRED IN ORDER TO CREATE FLUSH CONNECTION. / yc¢��tSP • y• `9y,�";,
II = I I I I I I I COURT TO REMAIN I I >3 �- �,�" 10. ALL PROPOSED BACK OF SIDEWALK ELEVATIONS SHOWN HAVE BEEN PRO -RATED BASED ON fS�C•''•, cT'
III I II Ix P x,• x
II I II I I THE PROPOSED GUTTER SLOPE. PROPOSED PUBLIC SIDEWALK SHALL NOT EXCEED 29. o `�
635
CROSS-SECTIONAL SLOPE AT ANY POINT, _5
PROP. 5' CONC. 11. ALL VALVE COVERS, ;T O+ w
II I III ( I SIDEWALK (TYR) MANHOLE RIMS, COVERS, GRATES RPM'S, ETC. SHALL BE ADJUSTED TO 4 I ; ": r JUL ��
I I I I I I I I FINAL GRADE AND MODIFIED TO BE TRAFFIC RATED, AS REQUIRED. Im S ,TE OF •_;`� yr
1,2.10 .�� 12 15, � � "� " { W �.� •(! 10�•• � '��
%.
MEG MEG W•�'.F:I's ��b ;Cl v�s'��rE.'o
,1
II rR I I I I �� I W� Ft�,eq9rrSOC>9s
I O
PROJECT. NUMBER
III
� a 1320MPCP
.�
1 ,
2.00 12.0 PROP. CONTMOc
r I I I I I I I EXIST. FENCE JOINT (TYI•) FILE No. --------
TO REMAIN
= II I III I DRAWN J.A.O.
II I� G �ti ,h J REVIEWED: H.J.N.
1 ��� I ; MATCHLINE
Y,
1 SEE
SHEET i Cr!- 6
PROR CONSTRUCTION ^
1 O.}�Alfl
I_z-
CHECKED
H.J.N.
£XPANSID IDRTp?*) �I Rr Svm �IN1 r".
� , �DATE 07-02
-13
91.52 N
'°_---- _-_-_- _� __ __---_-- --------_- _,_T_-_ 1��% MEG Y MEG rE
Z ISSUE:/REVISIONS
� _
r
- _ - _ ,�
; tl) ,�� ,G ,
I ( I I Ix t� PROP, 5,' WIDE % EXIST. TREES TO C-$ MEG MEG
x CONC.,�!VLCWALK x1 M G NE REMOVED U
= 11 try
X1,�h 1�� x1�.
FII I I I, x %1. �._ -_Al �
I EXIST FENCE PROP, ADDITION PROP, CO TROL PROP. 5' CONC. pR �R P STRUCTION
I) I I TO EXIST. FENCE X - X -MEG JOINT ( ) SIDEWALK (TPP,) C 'A fr' (TYR)12.9 12 85 PROP, 9' W/Df EXIST. TREE
I I TO Rf PROP, CONSTRUCTION MEG PROP, 5' CONC �n .� +12•x55 � 12.95 CONC. SIDEWALK TO RfMA/N
X
MEG �� EXPAN /ON JOINT "(TYI!) SIDEWALK (TYP,) `' •;'�` _ - - - - - _ •
i I I ,fig I .,•__- �...., x •
3.0 MEG
•�� 12.5 _ 'x _ � • �
,r.r,7 u �I,l ..-.. �.�.,_ K, � 12.60 %-t�'`-- �,�
125
1
oa
M %
i
\ I <7 12.65 12.78
\ 5 II _
}
Pl� P, 6 WIDE _
x _� - 1`� 12.90
NC"SIDEWALK "3 I WH. / �/
CO 1 ' I I 1 •I PROP, d'xd' EXIST FENCE
II a 12.80
! q
I \ \ ( I I. I� I I 1 \ I \ I / h CONC. PAD FOR TO REMAIN
a- I► I 1 . l ��, . BLDG FFE
�x 12.65 I I I I I NIKE RACK
r.
MEG 2.60 I p ARE T II _! - _I y� 112.x,5 PROP, ADDITION
! TO EXIST. FENCE
z I I I \\ � \ \ III � f •..._�,�,�'�� I �
PROP, ONTROL I I _ ._ . ' 1 !
_ -
\ V A I EG 12,7Nr rYP,) N G V
I I D MEG MEG
11.91 D-- @��� _1-DJQO
-
� PROP, FLOW E OF
SHEET TITLE
PAVING &GRADING
PLAN {
SHEETNUMBER
C-721