HomeMy WebLinkAbout1989 Phases II B & III Paving & Drainage Plan (Box 19 #132)i
2/ e /
ENGINEERS NOTES
20 I r \-� _i
t _BREVARD Co.. o
INDIAN RIVER CO.
28 30 -39
x
,W 2s 1. ELEVATIONS ARE BASED ONN.G.L'.D.
2. ELEVATIONS SHOWN THUS: 322 REFERS TO FINISHED
Y\ PAVEMENT ` GRADES .
''0 } T 25 2 r • a• a fit. . r } . I
L`.• .t. s 3. RADII OF PAVEMENT RETURNS TO BE 35' , EXCEPT WHERE OTHERWISE
INDICATED.
}»
_ ' • 4 UTILITY AND DRAINAGE MEN ARE LOCATED AS INDICATED ON
Y EASEMENTS
\ • � � 36 : RECORD PLAT.
5. MATERIALS FROM ROADWAY CUT SHALL BE PLACED IN FILL AREAS
' ~ `,� (>, F + "..... . ,� " I: .., ,• Q ' B D A T ADJOINING
i
THEICUTSD
Y G C AND HE EXCESS WASTED ON THE LOTS
18.2
Y , \' \e 'a �? ..• 6 . SWALE ELEVATIONS INDICATED THUS
BREVARD __ Co.
/ INDIAN RIVER CO. z »^ .. «• • ....
7. THE ISTANCES BEARINGS ANGLES AND LAYOUT OF THE RECORDED
'YSEBASTIAN MUNICIPAL. �' _ •~• ••• t;;'•• '
.,
`\ AIRPORT
PLAT SHALL GOVERN OVER THESE DEVELOPMENT PLANS.
`+
B O •� r •T 8. EXISTING STREETS SHALL 8F ALTERED
,., i a ° "• .� �` ONLY AS INDICATED BY THESE PLANS.
-: a• .• r ' • . ,; 9. FULL ASPITALT COATED.
ALL FAL S .;.. -, .• 's.� OUTFALL PIPE SHALL BE
- ;`� ;�'' •. •� • -. .: .-,- I " , •' • .� ' _ 10. TOPOGRAPHY COMPILED BY PHOTOGRA2.ETRIC METHOD.
o / cam" "r ~•s - „ + 11. GRASSING REQUIRED AS FOLLOWS: j
, to
Z ,, _ 50
•i ..
12
FOR d E4 ROADWAY
:. : ;._ � po ' , • �,. .- ,ram-'-- •.r.. R / � LIMITS M O ALL P
d
•a'• ,r•. � � � �.. »r , a WITHIN � ITS
n ON,CONSTRUCTION.
SCHULMANN DRIVE WHERE. NEW S[�r.LE C'ONS_Id�rCTIUr7 ZS
�' „ -- •` - %!•-...�_ .t..s..E._: REQUIRED. ,
7
ti
14 t3 i• — t
3
,
17
\ °a1 ' •' •s i r�3 OWN THUS: 24 REFER TO EXISTING
� ,� �- - � ti •i. 4? ..... 12. ELEVATIONS SHOWN
i 15 PAVEMENTGRADES.
7
u
- - A--\
41
13. CONTOURS SHOWN ON WETLANDS R:'ENTION POND DETAILS DEPICT'
20 2 2 , , r 20 0 21 i.i CRITERIA RELEVANT TO ENVIP�'?Z+MENT'AL CONSIDERATIONS AND
j
J y ; taI PRACTICAL.
j 1 n w� CONTROLS AND SHOULD BE FOLLOWED? AS CLOSELY AS
'PR
ROAD Oft
"f
1 " , , `: � • ,0, �� �,• �' � ; � 14.DETENTION POND DESIGN ELEMENTS CONSISTENT W17>-i ;STORM. WATER
3 , t R A FLORIDA. , PORT PREPARED BY HUNTER / ESE INC. 0 L NDO , FL DA .
, 3 � � RE ;
f.TI S P OJECT ,
15. TO CONTROL TURBIDITY, THE CONTRACTOR SHALL USE BEST
I
2 28 1 2T 28 25 80. 21i ��
IM
2e 2 ®O 26 i`
AVAILABLE MANAGEMENT, PRACTICES INCLUDING, BUT NOT LIMITED
TO ROCK DAMS TURBIDITY SCREENS HAY BALES ETC. ALL I
U� DITY CONTROLS DURING CONSTRUCTION SHALL BE IN
J. y~ ACCORDANCE WITH CHAPTER 17.3 FAC STANDARDS.
STATE ROAD 510 r
16. FOR "CLARITY EXISTING SEWER & CONSTRUCTION NOT SlfOWN ON PLAN
PA U L M,ELKONIQN -, 1
DRAWINGS, EXCEPT FOR DETAILS. VERIFY ALL EXISTING UTILITY Registered Engineer N4.12510
LOCATION MAP
KEY MAP _ � COMMENCING WO State of Florr:a
CONSTRUCTION WITH GDC UTILITIES PRIOR TO COMMENCIP
1
:.
1 T. 1
SWALE RECONSTRUCTION ALONG SCHUMANN
. ,000 o ,000 e000 12000 DRIVE FROM THUNDERBIRD'DRIVE TO 500'+/—
800 0 600 t200 1800 �• •
I NORTH THEREOF. 3 e�' $ n C i 1
;:.
SCALE IN FEET i
. SCALE IN FEET
16. ALL EXISTING ROADWAYS I.E. PVMT, CURB
INDEX & GUTTER, SOD, To BE REPLACED IN KIND, a2c coal way
Miami, rto tda 331�� 13�ti; 7n25
WHEN DISTURftED
SEBASTIAN HIGHLANDS UNIT It
COVER SHEET
PHASES IIB AND III
' 2 DRAINAGE AREA MAP COVER SHEET
SEC. 19
3-4 PAVING aDRAINAGE PLANS ...
� 5- 7 DETENTION POND DETAILS Cm-q-�'-ry'
}
• Genent De.etoornent St3bvd'8'y -
a 8 STANDARD DETAILS
i
A WN. Y I I N APPA. I?Y DATE JULY 1989 D9f Br R.L. P? V.D-_-
REWISiOt+iS
. .: ., ,. � SCALE AS SHOWN CK'Q 8Y P.MI � �" st m
r^v„�^.:r-.errs=m r��r_,...... .,m..-;:x,---..,�.,m...wwn:�v�.+�=aan�'pw; w.+•�x
WATERSHED
AREA (Ac.)
TOTAL
A
4.2
B
3.4
C
0.6
D
1.2
R.P. No.1
1.2
10.6
A
2.6
B
4.8
C
3.7
D
3.6
E
6.3
R. P No. 2
2.1
23.1
A
4.3
B
2.0
C
3.9
D
1.8
E
3.1
F
4.1
R. P No.3
1.7
20.9
WATERSHED
AREA (Ac.)
TOTAL
A
2.1
B
3.2 -
C
2.3
D
1.7
R. P No. 4
111
104
A
4.5
B
2.4
C
1.7
D
4.7
E
4.1
F
1.3
R.P No. 5
2.8
21.5
LthtiVU
aw
DRAINAGE BASIN BOUNDARY
iO3
-�-t--- DRAINAGE AREA BOUNDARY
Druina a
Ri ht-o -Wa
22.0
2 DRAINAGE BASIN
A
�+
2t.2
DRAINAGE AREA
ITHACA
AVENUES
~-
1
tI 2 20. 2 .I
C-E
2t. I 4
14 PIPE NUMBER
+~
(22-7
6 t05
Q-DP-2- DISCHARGE PIPE :.
CULVERT( SEE PLANS FOR HEADWALL
EMPRESS AVENUE�����
TYPE)
ROADWAY D R A I N A G E
24.4 ...,,.PROPOSED STREET GRADE
`• �� ••��_�•���__
108
NG VALLEY AVENUE
-------21 - EXISTING CONTOUR
j. E X I ST I N G PAVEMENT,
-7-Z Atf �A/ rlA\/r"ACAIT
21.4
State of Florido
engineering, inc.
8201 Coral Way
Miami, Florida 33155 (305) 262-5151
DATE DWN.BY DESCRIPTION APPR.BY
REVISIONS
SEBASTIAN HIGHLANDS UNIT 17
PHASES II B AND III
DRAINAGE MAP
o General Development
-M bo»eermg Company
y
' A General Development SubeiCiery
V t - PORT CHARLOTTE MIAMI. PORT ST LUCIE
FLORIDA
cr a DATE DULY I989 DSG BY R.L. BY E.C. RELEASED BY SHEET NO
0
Ix
w + SCALE lu ZOOS CK'D BY P.M. APPR BY P.M. 2 OF $
d IM
FILE
o
I
V
,
Ld
Q 2 j
U
a
TRACT
23.0 n U
jr,& Opp
945.93 • •• • .. •• - • �- • -•� i
-------------
• w
20.8
ZDET
IL 'iB"
22.!
104
32
31
30
29
2
27
26
25
24
23
22
21
20
19
18
` 17
ETAI
'
�
�
N
N
597
1
2
3
4
5
6
7
8
9
10
11
12
13
14
N
15
16
r-,05
EMPRESS
AVENUE
} 18
J 3�Jr
Q
� 17
2a9
0
DETAIL "E"
$ 16
tM 20.1
10 It
YOM
TRACT
Aim
W,
. �,�.f✓
rA
MEN_- - - - -�
..... - ..rr�.:i.�- •
®UTTER
•
Al • • ws •
cn 594
DRAINAGE RAW MAINTENANCE DREDGING DESIGN 20' BOT.
15.7 REQ. TO MEET ORIGINAL-----..DRA INAGE j R/ W �«-- •-- •-- •-- �- DESIGN.�--
4:1 S.S.
GRADE EL. 20.8 EXIST. 2-57"x 38"CMP CULVERTS
ITHACA AVE. 15.8
EXIST. 6" PVC W.M. 23.0
cn
- - - - - - - INV. 18.9 EST.
TO BE LOWER D X I
AS REQUIRED TO J GRADE EL. 20.2
MAINTAIN 2' 6"MIN. COVER 21 CMP Q SPRING VALLEY AVE.
"..
Is It CMP
(NV.14.8 GRADE EL. 20.6 + INV. E7IO
1 GRADE EL.21.4
DETAIL 'IA ITHACA AVE.
N.T.S.
EXIST. W.M. 6° PVC
INV. 17.7 (EST.)
15°CMP INV 15.0
DETAIL "C'I
GRADE EL. 20.8 N:T S.
ITHACA AVE
GRADE EL, 21.4
ITHACA AVE•
' 15"CMP
INV.15.3
DETAI L 1113"
N.T.S.
S.S. 8" D.I.P. ( PROPOSED)
EXIST. S.S .8 u PVC
INV. 17.6
15"CMP
INV. 15.5
DETAIL "D'�
N.T.S.
SPRING VALLEY AVE.
15"CMP
INV. 17.6
EXIST. S.S. 8"PVC S.S.8"PVC
�__,__- ,•--,_-- INV. 15.7 INV. 13.6
DETAIL 'fE" DETAIL 111311
N.T. S. N.T. S.
I GRADE EL. 20.2.
i EMPRESS AVE.
S.S. 8" PVC.(PROPOSED)
INV. 16.4
21 CMP INV.14.0
DETAIL lus-
F"
N.T.S.
No. CULVERT L STREET INVERTS
SIZE GRADE IN OUT
101 15" 30 20.8 14.8 14.7
102 21" 50 20.8 15.8 14.8
103 15 30 21.4 15.0 14.9
104 15 26 21.4 15.9 15.1
105 15 185 20.6 17.8 16.0
106 2 1" 26 20.2 14.1 14.0
107 24 32 20.2 14.0 13.9
1r'8 18 26 20.2 17.1 16.9
109 24 30 20.2 16.7 15.9
i
SEE SH . 5 FOR CONFLICT DETAIL
PAUL MELKONIAN
Registered Engineer No.12510
State of Florida
re>101
engineering, inc.
8201 Coral Way
Miami, Florida 33155 (305) 262-5151
DATE DWN.BY DESCRIPTION APPR. BY
REVISIONS
SEBASTIAN HIGHLANDS UNIT17
PHASES II B AND III
PAVING,GRADING & DRAINAGE
.QGeneral Developw"
EOwftbnwny
A General Development Subsidiary
PORT CHARLOTTE MIAMI PORT ST. LUCIE
FLORIDA
DATE JULY 1989 DSG By R.L. DWN By E.C. RELEASED BY SHEET NO
SCALE I" m 100' CK'D By P.M. APPR By P. M. 3 OF 8
FILE
YOM
TRACT
Aim
W,
. �,�.f✓
rA
MEN_- - - - -�
..... - ..rr�.:i.�- •
®UTTER
•
Al • • ws •
cn 594
DRAINAGE RAW MAINTENANCE DREDGING DESIGN 20' BOT.
15.7 REQ. TO MEET ORIGINAL-----..DRA INAGE j R/ W �«-- •-- •-- •-- �- DESIGN.�--
4:1 S.S.
GRADE EL. 20.8 EXIST. 2-57"x 38"CMP CULVERTS
ITHACA AVE. 15.8
EXIST. 6" PVC W.M. 23.0
cn
- - - - - - - INV. 18.9 EST.
TO BE LOWER D X I
AS REQUIRED TO J GRADE EL. 20.2
MAINTAIN 2' 6"MIN. COVER 21 CMP Q SPRING VALLEY AVE.
"..
Is It CMP
(NV.14.8 GRADE EL. 20.6 + INV. E7IO
1 GRADE EL.21.4
DETAIL 'IA ITHACA AVE.
N.T.S.
EXIST. W.M. 6° PVC
INV. 17.7 (EST.)
15°CMP INV 15.0
DETAIL "C'I
GRADE EL. 20.8 N:T S.
ITHACA AVE
GRADE EL, 21.4
ITHACA AVE•
' 15"CMP
INV.15.3
DETAI L 1113"
N.T.S.
S.S. 8" D.I.P. ( PROPOSED)
EXIST. S.S .8 u PVC
INV. 17.6
15"CMP
INV. 15.5
DETAIL "D'�
N.T.S.
SPRING VALLEY AVE.
15"CMP
INV. 17.6
EXIST. S.S. 8"PVC S.S.8"PVC
�__,__- ,•--,_-- INV. 15.7 INV. 13.6
DETAIL 'fE" DETAIL 111311
N.T. S. N.T. S.
I GRADE EL. 20.2.
i EMPRESS AVE.
S.S. 8" PVC.(PROPOSED)
INV. 16.4
21 CMP INV.14.0
DETAIL lus-
F"
N.T.S.
No. CULVERT L STREET INVERTS
SIZE GRADE IN OUT
101 15" 30 20.8 14.8 14.7
102 21" 50 20.8 15.8 14.8
103 15 30 21.4 15.0 14.9
104 15 26 21.4 15.9 15.1
105 15 185 20.6 17.8 16.0
106 2 1" 26 20.2 14.1 14.0
107 24 32 20.2 14.0 13.9
1r'8 18 26 20.2 17.1 16.9
109 24 30 20.2 16.7 15.9
i
SEE SH . 5 FOR CONFLICT DETAIL
PAUL MELKONIAN
Registered Engineer No.12510
State of Florida
re>101
engineering, inc.
8201 Coral Way
Miami, Florida 33155 (305) 262-5151
DATE DWN.BY DESCRIPTION APPR. BY
REVISIONS
SEBASTIAN HIGHLANDS UNIT17
PHASES II B AND III
PAVING,GRADING & DRAINAGE
.QGeneral Developw"
EOwftbnwny
A General Development Subsidiary
PORT CHARLOTTE MIAMI PORT ST. LUCIE
FLORIDA
DATE JULY 1989 DSG By R.L. DWN By E.C. RELEASED BY SHEET NO
SCALE I" m 100' CK'D By P.M. APPR By P. M. 3 OF 8
FILE
cn 594
DRAINAGE RAW MAINTENANCE DREDGING DESIGN 20' BOT.
15.7 REQ. TO MEET ORIGINAL-----..DRA INAGE j R/ W �«-- •-- •-- •-- �- DESIGN.�--
4:1 S.S.
GRADE EL. 20.8 EXIST. 2-57"x 38"CMP CULVERTS
ITHACA AVE. 15.8
EXIST. 6" PVC W.M. 23.0
cn
- - - - - - - INV. 18.9 EST.
TO BE LOWER D X I
AS REQUIRED TO J GRADE EL. 20.2
MAINTAIN 2' 6"MIN. COVER 21 CMP Q SPRING VALLEY AVE.
"..
Is It CMP
(NV.14.8 GRADE EL. 20.6 + INV. E7IO
1 GRADE EL.21.4
DETAIL 'IA ITHACA AVE.
N.T.S.
EXIST. W.M. 6° PVC
INV. 17.7 (EST.)
15°CMP INV 15.0
DETAIL "C'I
GRADE EL. 20.8 N:T S.
ITHACA AVE
GRADE EL, 21.4
ITHACA AVE•
' 15"CMP
INV.15.3
DETAI L 1113"
N.T.S.
S.S. 8" D.I.P. ( PROPOSED)
EXIST. S.S .8 u PVC
INV. 17.6
15"CMP
INV. 15.5
DETAIL "D'�
N.T.S.
SPRING VALLEY AVE.
15"CMP
INV. 17.6
EXIST. S.S. 8"PVC S.S.8"PVC
�__,__- ,•--,_-- INV. 15.7 INV. 13.6
DETAIL 'fE" DETAIL 111311
N.T. S. N.T. S.
I GRADE EL. 20.2.
i EMPRESS AVE.
S.S. 8" PVC.(PROPOSED)
INV. 16.4
21 CMP INV.14.0
DETAIL lus-
F"
N.T.S.
No. CULVERT L STREET INVERTS
SIZE GRADE IN OUT
101 15" 30 20.8 14.8 14.7
102 21" 50 20.8 15.8 14.8
103 15 30 21.4 15.0 14.9
104 15 26 21.4 15.9 15.1
105 15 185 20.6 17.8 16.0
106 2 1" 26 20.2 14.1 14.0
107 24 32 20.2 14.0 13.9
1r'8 18 26 20.2 17.1 16.9
109 24 30 20.2 16.7 15.9
i
SEE SH . 5 FOR CONFLICT DETAIL
PAUL MELKONIAN
Registered Engineer No.12510
State of Florida
re>101
engineering, inc.
8201 Coral Way
Miami, Florida 33155 (305) 262-5151
DATE DWN.BY DESCRIPTION APPR. BY
REVISIONS
SEBASTIAN HIGHLANDS UNIT17
PHASES II B AND III
PAVING,GRADING & DRAINAGE
.QGeneral Developw"
EOwftbnwny
A General Development Subsidiary
PORT CHARLOTTE MIAMI PORT ST. LUCIE
FLORIDA
DATE JULY 1989 DSG By R.L. DWN By E.C. RELEASED BY SHEET NO
SCALE I" m 100' CK'D By P.M. APPR By P. M. 3 OF 8
FILE
FILE
v
v FILE
r
ti
BLOCK
59?
'C
t
i
1 •
i
TRACT L
,
t
THUNDERBIRD DRIVE
GRADEELEV.
EL . 21.0
..
.
LOT 2:�
•
--
t
W.M. 6"
P.V.C. (EXIST
LOT 12
LOT 2
.
_
INV. 16.5
-
24"CMP
U 1�
TRACT
CT K A
INV._14.0
I
t
t
::-:::::::
DETAIL No.5
......
F-
W
LOT 3
LOT 20'
W
W
`.
17Ix
cri
�
',� Zia •cep'
118
6
LOT S
K,n
B LOCK 584
::::
'
I
C` •
I �
BLOCK 582
LOT 5 LOT 24 LOT 13
I
I
><>.::....................................................
:::::.....................:::::::.::..:::::::.......
.............
.........::::::..... .
..............
G•t' (�a b.t. arc :.,b 4'�°'Ey^t E f' c•T >.tv. '�,c?: j p �>3• .i+1. EC>' ,c�1
v Srr I e
LOT 14
s.c 2-1.0
y i
a a:
W �' I
r n Z M
,. Q SUNBURST CIRCLE
w a GRADE ELEV. ' 21.4
6.0 2 :1(TYP. ) Va aU z f- `
.- li� 123
cli
f N G N 1 22 11
- : ` LOT 15 S.S. 8 P.V.C. (PROP)
(" . - •` 6
INV. 16.4
w
f4
7 �'� [+•,,..�;. �.j,>e,..�� f1 .7 .�,�3'•ti 0' .S` `•e��;' ��a `q U: e;j•�> -
�.c.I�,< p •�� 4, �` . •� �i�'. SS T o EA Ova e,,e - ,� �'F' �.,`�,•`�•' •° - -
tC� 48
x�; 'V-
.`�3° 11 �: M P
e k, •`•� . ,�, �, .�, • �;p.Q•;�_. , . � 'f�',; � cb E� INV. 11.5
6b °&g , a`= ;f,�n... sE? o - Q z �`ti'� °��� - DETAIL No.6
W `�.�.^��qq,, '',ra� '• � � 13• `�4 E�� 'sL> �'��'�4�c v3,ce �;
.t vt a �,i' °y �t,,4 °+ >4'3• • o - 1a• ? fi3a 'N' C ' . r • i. , 0 . % •rt�. W
W � 3
17 £SE„�'t,��t} [+t„ •L� � d• 7 �t3,O' �!'.�3 i:' '��4�' �9 •����%w�
°}< `Sty"° off•. a.� c��a .3, LOT 16
1
�,; o�' 4 o a • ° ' a, „'a o'°::' °'3 �' PROVIDE 5 FABRI—FORM
a>��e"E, M �' V 21.4 (20' WIDE) FROM SEAWALL
°� .Ens °' `4':vs4 �c>.€' .Q3° "' I
C's° €'•<�• »• •. 't" TO BOT. OF SCHUMANN W/W
3e� �3 — I 'SUNBURST CIRCLE °
� e e G'`3 .� ci •O" '' >j f 3 o n 4)a M � 0 -t
BLOCK 581 GRADE ELEV. 21.4
E}j . E�,E, ,,, '-, oBv'' • 3 0. ' n D oR; o .f; tp). ci o (,'• c.
�t�6 �,�,AE;�•,� •t. �- DETAIL N0.7 `yEJ Z
4� `43'� `m e> i.3
o ..�, oZ.�o a c >����ii� :� `; e� f� DETAIL No.6 Z W.M. 6" P.V.C. (PROP)
Ft «'. 2 Q INV. 16.6
21.O • �;. �
c'e�� �c oe3e o fit• L€�� °„•�n4'?c•�B'�Se3 ��• 4�f�o���d�+: ° � �
e'E fi• CS . fo:3'' .a f cp�'Q� C' LOTIT
i,
M+ ';€'e' E3''o4C,? 't>' ;�• �f,3 n R' nF ° LE(oSU a �p
^i� o'
�aE'�
o `'tlV,47.c,� '? p•L-'E�111
€S, �(1WN V 48 CMP
.0 >f' Cat , o° f; v�P' w t'
..5 °, $ 6� •+� rid ° De !t''•INV. 11.5
Wy.er E�6 o e�3 •' : i, >`� ESE'° a?2 €t' cn
C�`oa4s ;J�t oe e
E�ti 3�'a� �,, °°�;. .h o >� • DETAIL No.7
A�' e�• E'.•• '� (j',, •;q;�d3� ''. ' EXIST. SEAWALL. RECONSTRUCT
SEAWALL AS REQ. PER INSTRUCTIONS
(� F92
FROM ENGINEER.
I
LOT 18
120
20.9
i
121
BARREL RISER LENGTH INVERT
18.0'@ 4:1 ( TYP) 124 DP -No. DIAMETER DIAMETER FEET IN OUT
20.9 �
` 6.0'@ 2:1 ( TYP. )
•4 125
LOT 19
5 48 60 198 11.5 11.5
' r ' 00 ' ! "? • ° t' 5 '', ' ET'.711 sirE� a S c> • b ` w 5 �`i
- I r
I
:.:::::::::::.:::..:::L:...........................:............................ ......
::..
<:;:;>:zs::::»>;;::::•>::>::>i:;:;::::>:<:;::::s>;»;::::::::»::>;>:::;::»>:<::.:::.<s>s>;;;x:•::•;»:.;;;;:.;::•o-:•:»;;>:.;;:.;;:.::•;;;:•>;:z:;;::> ::>:<s::;::........
.....;r::,^.:..... ' s
Y
i
PAUL' MELKONIAN
Registered Engineer NO.12510
- State of Florida_
LOT 12 LOT 17 LOT 20
8 engineering, rinci,
BLOCK 582
I
8201 Coral Way
Miami, Florida 33155 " '- (305) 262-5151
SEBASTIAN HIGHLANDS UNIT 17
w.
PHASES II B AND III
I3I '�'EN'T'=`C>N: - PC3ND RETENTION POND DETAILS ,
SCALE 1"-40'
,
as
General Devlelopm" Y
1 _ - - - / A General Development Subsidiary
PORT CHARLOTTE MIAMI PORT ST. LUCIE _
FLORIDA
DATE DWN.BY DESCRIPTION APPR. BY DATE JULY 1989 DSG BY L.P. DWN BY E.C. RELEASED BY SHEET NO
REVISIONS SCALE I" s 401 CK'D BY P. M. APPR BY P.M. 7 OF 8
01-
A
AD
•
PLAN BELOW JOP SLAB
Note: CLIO and gutter section
on spillways to match
adjoining section.
i Throat 10 be 6" deep
within these limits
SECTION A -A
STANDARD ROAD DETAIL
CURB, INLETS'
U
TYPE` VIII
0
Cr.
0
cc
0.
tr
TYPE Ill. ENCAPSULATED ENGINEERING GRADC,
RMECTIVE- SHEZTING As PER StT ANDARO
Sr-c-CIFICATIONS _FOR _CONSTRUCTION OP ROADS AND
DIHIGHWAY PROJECTS*
.3RtOGES ON It: E —3tAL ..SECTION '633.06, SHEET REFLECTIVE _MATERIALS.
VARIES WHITE MESSAGE ON GRE!N BACKGROUND.
(24: 30*,** 36'1
TOP VIEW ism ris ALLOY, om "wE
ALUM- CAP ALOO(NE 1200 FINISH
z" i t" cAtyAmirn-1) ALUMINUM POST
(0.154- WALL TMICXXESS,
16'- 6' W N. LENCTH
LETTER ONE
SIDE ON
4
DIAM HOd'
4
FNISM
GRADE
r
L
DOWEL B.S.L.11A. 8 ILe
38 CHERRY MXrE
cLA:ss r
CONCRETERIVET (GRIP RANGE
-
DOWEL— 4 SERIES a
UppEa CASE LrTTERS
t2•
ISOMETRIC
SECTION
STREE T- ZI-S)"I"GN DETOr, -61 L
NOT TO SCALE
Note: f3fs Shown III
01. "PLAN of 1OP $LAC"
st* II!,1111cated A! too
3S Aell hot?ilm
IN Skiff The%t market!
*lth ll'tefisitto) are
in !,Olinv of glall Only
C. 1. 0AM
COVER
Reinfotcinn
Schedule
sheil 5 of 7
7
PLAN OF TOP SLAB
Anchors
ell
81
17
section 8
Ox see
till,
Al 20
16
q
A-1 A I
A I
-7 ... - :,,. — I " I " I -
A
G-I
A -I
P II Bat
to
P,i ck up ho I e,
-J,
r
N o n skid
S u ( La c e
1/8 hl2h
2 9
19-11 71819 2' -090
4V
J -7*
=4
Approx. weight 70 IbS. Approx. weight 118 lbs.
-DETAIL OF C.I.-COVER & FRAME
TRAFFIC TYPE
When this dimension exceeds
8" V-D"install ladder rungs
1'-4t" oc (6 brick courses)
see Sheet 5 of 7
7
Ln
Max. el ev.
24#1
Opsi red elev.
Pipe under pavement
2
2'
-,� r
Flow channel formed
Of 1:3:5!1 mix concrete
or ' brick &,mortar --7i—rick footing may be replaced
w,plastered surface. by 6"concrete slab
SECTIQN
FOR CURB INLETS 'BMI, SYMI ANO BMR
.NOTE: Pre -cost sections may be used in
wall Construction in lieu of
th'at shown.
STANDARD. ROAD'' DETAIL
CURB INLETS
DETAILS ,
BRICK WALL
n
L=j
JZ'
-4
'4
DETAIL' OF LADDER RUNGS -
USE WHERE INLE T DEPTH E wCEEDS 6 F-r
-T.
INLET T a a 09 st T - a" C UNIX + I'll �+1111"'
TRANSITION CURB FOR VALLEY CURB
CONNECTION WITH TYPE 6MR a 8VMI
INLETS
O Gross
OValley Curb
Level line
I" Surface Course
6' Bose Course
f
TYPICAL. ROADWAY SECTION'
REINFORCING. SCHEDULE
MARK SIZE NO. REQUIRED
BENDING
SM I BVMI 8
A - 1 #4 i If- 1" 10 14 12,
Straight
A-2 11 Af 4 3" 4
Straight
A-3 1 #4 .4
Straight
A-4 I #4 1 -9 1 2
Straight
1 #4 21.
—T-i,
straight
Y-Y
04 2 4
Straight
B- .3 -04 2'-3" i 4 4
-,Straight
8-4
0-4
2'- 8 3 .4
4,
Straight
C-I
#4 1
2
'Straight
C-2
-#4
3'-2"
1
Straight
C-3
3l:61& 2
4
.2
Straight
0-1
'-5' to
4 1 4'--5';
8
8
Straight
D-2
04 4' , 10"'
Straight
E-I
#4 5% 6" 3�..+-
1
#4 5 8 4 4 i 4
04 7'-8" 3
E-2
Stioight
F-I
Straight
F-2
#4
Straight
'C� I
—Tt—
'
AX 4 8" 4-
——
tt
1 #4 If 10'-2" 2
Strc Ight ,
HI
Straight
H-2
#4 4
Strolght
Straight
Stra fight
H-
K-a 1
2
., T
±13 - 101.101,
'7
Sly a I gh t__
L-I
.
# i9l 2
. . . . . . . . .
#8 9'-8"
Straight
INLET
It- WAT E R
id
5
ROADWAY
RitM LINE
BLEEDER ELBOW
SEE TABLE 4
S SM. 3 FOR SIZE
4
BLEEDER
L VA ION
-",DISCHARGE PIPE
W
to
TO CANALS o
LIMITS OF MUCK BLANKET
ON POND SLOPES MUCK
w "-o
BLANKET ALSO REQUIRED
ON ALL OTHER LITTORAL
ZONES.,
94OTt Toll OEYA41. GOVERNS U1111.15%
OTt,610VISE NOTED ON PLAN
so TYPICAL RISER 5I JOW OF POW
-
-POND SLOPE CONSTRUCTION
—7
ASS tasUr W1 rw. XPLWA
Ss NUTAND
�It
offp Wrf�ss
T r
yal WASHER A Q�l
it
*,Ly "E
RECESS NUT
L), SLOT pp"q
Sod- 5.0
ASSC WATH, POST
0 OL T, RECCES S5 NUT &40
AMC IKAM IVASH(ft A toll
r, — If
rota - BUTTON HEAD SOLT
C-AXV
A C�
W OFAWGUAROR
PAIL $KK STANDARD FOOT IL
12 GAGE ALU1AN(JU OR GALVANITEO STEEL SPAY WASHER
Na SAPS
U
—02
VARS
4
STEEL WASHER
�7n
TYPICAL GUARDRAIL SECTION CRAIAl't. k.1
v
0 'Ajof CONCRETE POST DETAIL
SEE RAIL, SPLICE
DETAIL APAVE
12�LARED
0 a
0 0
AP &A.0fteal, orcno"s
FU 0 .0.
OF t1lAPfX FLA ;�T
ENO SECTION CTI
--WIWI
GUARDRAIL
ARDRAIL -DETAIL-
•
4
IL
NOT
E:
SEE TABLES SHS. 3 B 4
FOR INVERTS OF DISCHARGE
AND CULVERT PIPES ftEFLECTO" SMALL NAVt
A RED REFLECT BACK-
CIROLSO WITH SLVIE RED
REFLECTIVE BUTTONS.
BLEEDER ELEV.
, I
TYPICAL -D'ISCHARGE-
PAUL MELIKONIAN
�2'MIN. -12310
PIPE - TO PONDS Fbigistwed Ein;IrAtr No.
State of Floddo
A"
engineer'Ing, Inc.
8201 Carat Way
Merrill, Florida! 3315S (305) 262-5151
t,
4
REVISIONS SCALE N.T. S. CK'D BY P. M. APP
ISOMETRIC VIEW OF TYPE BVMI INLET