HomeMy WebLinkAbout2007 - (#13) As-Built SurveyIr/
THIS CONTRACT PLAN SET INCLUDES:
EXCAVATING/REGRADING PLANS
EROSION CONTROL MEASURES
SHEET NO.
1
3
4
6
8-12
13-19
22
CITY Off'
r i
StjBAS I IAN---,-� tLORIDA
CITY
ENGINEER
DAVID FISHER, P.E.
INDEX OF PLANS
SHEET DESCRIPTION
COVER SHEET
TYPICAL SECTIONS
TYPICAL SECTIONS
KEY PLAN
PLAN AND PROFILE
CROSS SECTIONS
CONTROL STRUCTURE AND MISCELLANEOUS DETAILS
THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH
AND ARE GOVERNED BY THE STATE OF FLORIDA DEPARTMENT
OF TRANSPORTATION DESIGN STANDARDS
(BOOKLET DATED JANUARY 2004)
GOVERNING
SPECIFICATIONS: STATE OF FLORIDA, DEPARTMENT
OF TRANSPORTATION, STANDARD SPECIFICATIONS, DATED
2004 AND
SUPPLEMENTS THERETO IF NOTED IN THE SPECIAL
TECHNICAL
PROVISIONS FOR THIS PROJECT.
ATTENTION
IS DIRECTED TO THE FACT THAT THESE PLANS
MAY HAVE
BEEN CHANGED IN SIZE BY REPRODUCTION.
THIS MUST
BE CONSIDERED WHEN OBTAINING SCALED DATA.
PREPARED
BY: CAMP DRESSER & MCKEE INC.
DA 7E.- 09-05-2007
1701 HIGHWAY A -1—A, SUITE 301
0N�
F-
VERO BEACH, FL 32963
U)
G'
PHONE: 772-231-4301
DRA WN B Y.• J. K. B.
FAX: 777-231-4332
c? U
FL COA NO: EB -0000020
CONSTRUCTION COMPLETION DATE
FIELD VERIFIED BY
BY DATE j
I
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REVISIONS
DESCRIPTION
OF
CITY
HOME OF PELICAN ISLAND
TWIN-.. DITCHES
CITY
MANAGER
AL MINNER
STORM......WATER RETROt IT
LOCATION MAP
� Project Location
Twin Ditches
PROJECT No.
20582-43063
SHEET
1
SURVEYORS AIOTES -
1. All elevations shown hereon are relative to the
National Geodetic Vertical Datum of 1929.
2. Additions and de%tions to survey map by other than
the signing party orparties is prohibited without the
consent 01 1178 signing party orparties.
SURVEYORS Cf 7/ TE. -
I hereby certify that the AS -BUIL T SURVEY was made under my
supervision and meets the Minimum Technical Standards set forth
by the Florida Board of Professional Surveyors and Mappers in
Chapter 61 G 17-6. Florida Administrative Code, pursuant to Section
472.027, Florida Statutes. And, that the sketch hereon is true and
correct to the best of my knowledge and belief. Subject to notes
and notations shown hereon.
EFRA/N C G'Pc�
PROFESSIONAL ,'URl�'! _ " A.ND .MAPPER
STA TE OFFL O/ -HID EO/STRA TiONNo 2300
ORIGINAL SUl�IVEYDATE.- 09-05-07
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SEAL:
NOT TO BE FILED FOR RECORD UNLESS
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SURVEYORS AIOTES -
1. All elevations shown hereon are relative to the
National Geodetic Vertical Datum of 1929.
2. Additions and de%tions to survey map by other than
the signing party orparties is prohibited without the
consent 01 1178 signing party orparties.
SURVEYORS Cf 7/ TE. -
I hereby certify that the AS -BUIL T SURVEY was made under my
supervision and meets the Minimum Technical Standards set forth
by the Florida Board of Professional Surveyors and Mappers in
Chapter 61 G 17-6. Florida Administrative Code, pursuant to Section
472.027, Florida Statutes. And, that the sketch hereon is true and
correct to the best of my knowledge and belief. Subject to notes
and notations shown hereon.
EFRA/N C G'Pc�
PROFESSIONAL ,'URl�'! _ " A.ND .MAPPER
STA TE OFFL O/ -HID EO/STRA TiONNo 2300
ORIGINAL SUl�IVEYDATE.- 09-05-07
/ 1
SEAL:
NOT TO BE FILED FOR RECORD UNLESS
SIGNED, DAM AND
EMBOSSED VATH THE RAISED SEAL OF
EFRAIN C. LOPEZ
FLORIDA REGISTRATION No 2300`
"SCALE.NOT TO SCALE
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END CONSTRUCTION
STA. 48+00
SUR VEYOR S CART/ -ICA TE
I hereby certify that the AS—BUILT SURVEY was made under my supervision and meets
the Minimum Technical Standards set forth by the Florida Board of Professional
Surveyors and Mappers in Chapter 61G17-6. Florida Administrative Code, pursuant to
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to
the best of my knowledge and belief. Subject to notes and notations shown hereon.
VC. L O
PROFESSIONAL ,SL//? A14VD a,4PPER
STATE OFF A RESTSTIrA 71'0!V No 2900
OR/ NAL SO? i/EY DA TE 09— 05— 07
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EFRAIN C. LOPEZ
FLORIDA REGISTRATION No 2300/
"'SCALE.' NOT TO SCA LE1
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I hereby certify that the AS -BUILT SURVEY was made under my supervision and meets
the Minimum Technical Standards set forth by the Florida Board of Professional
Surveyors and Mappers in .Chapter 61G17-6. Florida Administrative Code, pursuant to.
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to
the best of my knowledge and belief. Subject to notes and notations shown hereon.
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O O O O O O O O O O O O O O O O O 0 C)O O O O O O O O O O O O NOT TO BE FILED FOR RECORD UNLESS
'n i1i In Ln � SIGNED, DATED AND
CY)d- - Nt d d t1 n d' r1 EMB055ED WITH THE RAISED SEAL OF
EFRAIN C. LOPEZ
FLORIDA REGISTRATION No 2300
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I hereby certify that the AS -BUILT SURVEY was made under my supervision and meets�_cc PROJECT No.
the Minimum Technical Standards set forth by the Florida Board of Professional EFR LOPE �mZ
Surveyors and Mappers in Chapter 61G17-6. Florida Administrative Code pursuant to PROF SS/ONAL S OR ASVD VAP,PER0wz SHEET No.
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to STATE OF FL IDA REG151rRAT/ON No 2300 0�a(r /� OF
the best of my knowledge and belief. Subject to notes and notations shown hereon. OR/G/NAI SURVEY DATE .' c�9-O� 07 WWZo `7' 15
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CY)d- - Nt d d t1 n d' r1 EMB055ED WITH THE RAISED SEAL OF
EFRAIN C. LOPEZ
FLORIDA REGISTRATION No 2300
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I hereby certify that the AS -BUILT SURVEY was made under my supervision and meets�_cc PROJECT No.
the Minimum Technical Standards set forth by the Florida Board of Professional EFR LOPE �mZ
Surveyors and Mappers in Chapter 61G17-6. Florida Administrative Code pursuant to PROF SS/ONAL S OR ASVD VAP,PER0wz SHEET No.
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to STATE OF FL IDA REG151rRAT/ON No 2300 0�a(r /� OF
the best of my knowledge and belief. Subject to notes and notations shown hereon. OR/G/NAI SURVEY DATE .' c�9-O� 07 WWZo `7' 15
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PROJECT No.
15 0 30
20582-43063
EXIST 48" ADS —
TO REMAIN
-: N INV EL = 15.00
` S INV EL = 15.00
INSTALLED RMORFLEX CLOSED - -
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SEAL: 1
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AS OF SEPTEMBER 15, :007 /
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MATERIAL
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AS OF SEPTEMBER 15, :007 /
PROPOSE SLOP!_ /\_—POWER POLE
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MATERIAL
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VFLORIDA REGISTRATION No 2300
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STA TE OF FL ��rt � A REGr rRA TION No 2900 0 W 0
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to z�Q� p �/�
thn h^^t ^f m,,, I-nnwIr r1rTr- rind hr-lir,f qi ih i^^n� � r�
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g) -OO MATERIAL -
z z Excavation Fill
gLL
W C� A V A. V
W w
'4 CO/VST�UCT/ON a_ ? w
4 J' 30' 10' - 182 9 0
25 - 2-5
(8.01) (26.3')
I I I
AS-BUI °.T SLOPE
n 20
\
---TOP OF WATER A! -BUILT SLOPE
ELEVATIO = 15.50 POWER POLE
AS OF S PTEMBER 15� 2 )07
15 ,E ' -- i I1\_PROPDSE SLOPE
(4.0) �:
l 15
�
PROPOSE SLOPEJ (3.fi) � � '
10 1(�\, ��11
r ' 10
(2.5) (2.5) 679 330
i BOTTOM E EV -9-5'
2O 4J
W z
g CE w
W 18 00 nz
� J W
J' 30' 10'
CX
�CC>VSTRUCLON
25 25
(25-0') (8.0') (8.0') (25.8')
_AS-BUI�T SLOPE 184 80
20
/ TOP OF VATER AS -BUILT SLOPE j
ELEVATIO 4 = 15.50
j; AS OF SLPTEMBER 15y 2 )07
FROPOSE SLOPE
15 3s80 \ \ I i " I1\\-PROPDSE SLOPE 15
/l
\ � (3.4)
10
10 - - --
(2.6) (2.5)
BOTTOM ELEV. 3
-10 -fo 0 m 40
z
W
W
V)
Q
W
25 ' a
20
15
10
5
HORIZ. 1" = 10'
SCALE: VERT. 1" = 5'.
-40
670 322
17+00 r
i�Cl/VSTf�UCT ON V)
Q
4)' 30' 10' w
2-a-
(27.6-1 (8.0') (8.0') I (27.0')
I
AS-BUI T SLOPE %� 177 86
20
-TOP OF 'VA►ER A -BUILT SLOPE "
.J ELEVATION = 15.50 % \-POWER POLE
AS OF SCPTEMBER 15; 2 )07
z
-/- - - -; / \_PROP)SE SLOPE
15
j (3.7)
FROPOSE SLOPE \
10
(2.8) (2.6)
BOTTOM ELEV. `` (10.6)
5
-20 0 20 40
25
20
15
10
z
w
2 -
UJ
co
Q
w
35'
�AS-BUILT SLOPE
3 PROPDSE SLOPE ,1\`!
10
22-00
w
0 w ��
n / n z
L �
l i Z to
/�:'ONST/�UCT/ON a w
30' 10
(8.0') (8.0') I (27.7')
TOP OF VATER j AS -BUILT SLOPE -
ELEVATIGN = 15.50 POWER POLE
AS OF S-�z:PTEMBER 1 X007
PROP DSE SLOPE
(3-Q)
(2.6) (2.5)
BOTTOM ELEV. �9-3
- 20 0
36'
25
(27.4'J
1
- 20 �AS-BUILT SLOPE
PROPOSE S_OPE \
(3.9)
10
-10 -20
10"
4J
21-00
------------
NOT TO BE PLED FOR RECORD UNLESS
SIMED, DATED AND
w
W
W
z
c
C/Laf
V
W
W w
v
w
CONSTfFUCT/ON
a Ir
4V
25
10'
DRA WN B Y.• J. K. B.
(8.0) (28.9')
a t o
(29.9')
rr o O.
0�a
_ UJPROJECT
No.
20
AS -BUILT SLOPE
TOP OF VATER AS -BUILT SLOPE
t
"
PROPOSE
S _OPE -/
AS OF SEPTEMBER 15, 2DO7 j
r=WLn
-POWER POLE
15
1
♦
r -__ - PROPOSE
SLOPE
i
(3.9)
10
5
-40
2,
-20
10"
4J
21-00
------------
NOT TO BE PLED FOR RECORD UNLESS
SIMED, DATED AND
0:�
W
FLORIDA REGISTRATION No 2300
z
c
C/Laf
0 LL,
z
W w
v
w
CONSTfFUCT/ON
a Ir
PL O T DA TE: 11-0 1 -2007
30'
10'
DRA WN B Y.• J. K. B.
(8.0) (28.9')
a t o
CHECKED B Y.• J. K. B.
rr o O.
0�a
_ UJPROJECT
No.
~mZ
TOP OF VATER AS -BUILT SLOPE
t
"
ELEVATIO V = 15.50
9 OF 15
AS OF SEPTEMBER 15, 2DO7 j
r=WLn
-POWER POLE
1
♦
r -__ - PROPOSE
SLOPE
'
2,
(2.6) (2.6)
BOTTOM ELEV. 9-� (10.6)
0 2.0
4/'J
20-00
C/L w
w �
CONSTiiUCT/ON 0 z V)
D_-iw
30' 10'
' J
TOP OF WAAS-BUILT SLOPE
- TER15.50 \
,1 ELEVATIO � =
AS OF SCPTEMBER 15, 2 )07 �- POWER POLE
- / I 1 PROP DSE SLOPE
i
`\ (3.8)
(2.5) (2.5)
BOTTOM ELEV. _9�3
0 20 40
SHE-ET1 �� 1
PROJECT No. No
20582-43063 9
MATERIAL
Excavation Fill
A V A V
O
4
25 0
182 80
20
15 �_J
Q
O
6
10
q
T
r
r0 Q c U
688 312 M Q
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190 88 C I ?
W
15
St
10
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O V
692 336
UJ O
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cc O U O�
ZaLU
20 (�
184 93 Q-) m
15 (3 O r�
I vJ
U Cry
10
5
SUR VEYOR'S CERT/F/CA 7E --
I hereby certify that the AS -BUILT SURVEY was made under my supervision and meets
the Minimum Technical Standards set forth by the Florida Board of Professional EfRA/A/-� [Op.F:7
Surveyors and Mappers in Chapter 61G17-6. Florida Administrative Code, pursuant to PROFFSS/ONAL SURVE�AIVD APPER
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to STATE DF ELOR.iOA,-%ST.RAT/ON No 2.300
the best of my knowledge and belief. Subject to notes and notations shown hereon. OR/G/NAI- SURVEY D.41 -E 09-05-07
�s
/ r
SEAL:
------------
NOT TO BE PLED FOR RECORD UNLESS
SIMED, DATED AND
EMBOSSED WITH THE RAISED SEAL OF
EFRAIN C. LOPEZ
FLORIDA REGISTRATION No 2300
z
"SCALE.NOT TO SCALE\
wUJw
W w
DA TE: 09-05-2007
a Ir
PL O T DA TE: 11-0 1 -2007
Z Z a
DRA WN B Y.• J. K. B.
dU
a t o
CHECKED B Y.• J. K. B.
rr o O.
0�a
_ UJPROJECT
No.
~mZ
o w 19r,
SHEET No. \
Z W 10-
9 OF 15
r=WLn
♦
//
z
W W
a
wO w
V �Z
a CL _J
w
25
(29.5')
AS -BUILT SLOPE
?n \
PROPOSE SLOPE \
I� \
15
(S.9)
M
- �0
-20
c W
L.1 w
V) � Z
Q Q J
LL]
15' 4 D'
(28.9')
i
AS -BUILT S�.OPE
20
15
(3.9}
PROPOSE SLOPE
10
-40
-20
2 5- 0 0r MATERIAL
z Excavation Fill
w
C/L ow UJ A V A V
CO/VSTf�UCT/O/V ° J w
30'10'
- ..._ .- 219 25
(8.0') (3.0') (285') 214 68
20
-TOP OF VATE'Z AS -BU LT SLOPE
ELEVATIOA = 15.50
AS OF SIPTEHBER 15, 2007
I .l
C7 ,%� 1 PROPOSE SLOPE 15 15
`C(3.0"(3.9)
1�L\
12'
1 10 10
,2.5) (2.5)
30TTOM ELEV.-
n 2D 40 726 264
24-00 z
th w
C/L pw U
Cr Z Q
CONST,?&CTioN a J w
30' 10'
- _ - 25 2
(11.0') (5.0') (26.6') 178 74
-TOP OF WATE 2 AS -BOLT SLOPE
ELEVATION = 15.50 ` POWER PGLE
AS OF SEPTEMBER 15, 2007
1
i PROPOSE SLOPE
V � (3.8)
;2.4) (2.4)
BOTTOM ELEV. _@�'5 (10.4)
a 40
20 20
15 15
10 10
687 265
W
W
r
%' � w
H
z
w
/
U
0-
w Of Z
W
r_
az
CONSTi-VCT/ON
23-00 coNST�✓crrory �z
Q
UJ W
30'
10'
(8.0') (8-0')
(31.0')
w
-
v>�z
z o o
DRA WN B Y.• J. K. B.
15'
4 D'
30' 10'
25 _
�
�mz
� � ..----;
o 0 :
2.5
25
--TOP OF WATER
W Sao
(24,2')
I (8.0') (8.0') (26.5')
1") 50AS OF S�PTEM6 ER 151 2007
193 69
2020
� AS-BUI'_T SLOPE
20
TOP OF WATER AS -BUILT SLOPE
(4.0')
_4$
'
ELEVATIO 4 = 15.50
�E AS OF SEPTEMBER 15, 2007
\�
I \-PROP
(�..7) (2.6)
15
BOTTOM ELEV. -.9-5 (10.6)
A,`
)SE SLOPE
� � �1
15
15
4�
PROPOSE SLOPE
` C (4.0'
1�
10
/ J1
10
10
(2.7) (2.7)
BOTTOM ELEV.-P-5 (10.6)
695 276
n ?n 4.0
HORIZ. 1" = 10'
SCALE: VERT. 1" = 5'
0
-60
W
28-00
0w<
CG�VST�UCTiON w
30' 10'
(31.0') (8.0') (8.0') (33.2')
AS -BUILT SLOPE
-.\ - TO' OF � ATER AS -BUILT SLOPE
ELLVATIO = 15.5• /
AS OF SEPTEMBER 15. 2007
i�•PROPOSE SLOPE
(4.0)
PRGPOSE SLOPE �, /J (3.9)
(2.s; (2.v
BOT10M ELEV.-R-5 (10.6)
-130 - �0 -:20 0 2;0 4:0
27-00
I
w z
a W
O w :�i
C�!V511R T O/V a W
30' 10'
(28.3') - - (89') (8.0')
iS-BUILT SLOPE
/ AS -BUILT LOPE /
-TO:' OF YiATER
ELEVATION = 15.514
AS OF Sf PTEMBER 15� 2007
-PROPOSE SLOPE
/
( � 3.9)
PROPOSE SLOPE- \ %
_40
(2.4; (2.5)
BOTLOM ELEV. -9-13-
_20 0
;32.0')
A c of m T ci ror
-m
KE
Q
SHEET
PROJECT No. No.
20582-43063 10
MATERIAL o
Excavation Fill
Q.
V A V
W
Q
25
223 64
2Q.
1
Q
Q
15
`Z J
10 N
0
11� WU)
(1 0 N O
F
c�
�Q
804 257 U- o Q
O2 coW
wLL
W
,n U
V Q-
L (Y r- Q
02
W4 -N0
z LL
In Z
0-
211 75 Z co
W (A Q
0 (L
to
rn W
of
15
10 Q
O >
765 297 �►
Z W O
pC U, LL
20 cc O LU
V � I
vJ
15
10 SEAL: N
771 284
SUP VF) OP'S CFRT/F/CA TE- �1
I hereby certify that the AS -BUILT SURVEY was made under my supervision and meets
the Minimum Technical Standards set forth by the Florida Board of Professional EFRAI . LOPE. �-
Surveyors and Mappers in Chapter 61G17-6. Florida Administrative Code, pursuant to PROFESS/O.NAZ SURVEKOR AIY,6 VAPPEI?
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to STATE O,`- FZOr�'/,? A i rG r,4 TION No 2..300
the best of my knowledge and belief. Subject to notes and notations shown hereon. OR/G//VAL SIURV 0.9-05-07
NOT TO BE BLED FOR RECORD UNLESS
r
~
z
26-00
/
U
0-
w Of Z
w
a
CONSTi-VCT/ON
zSCALE:
NOT TO SCALE
UJ W
30'
10'
(8.0') (8-0')
(31.0')
_ °IL
¢a
-
v>�z
z o o
DRA WN B Y.• J. K. B.
Q � 8
CHECKED B Y J. K. B.
a:O 0
D LU
PROJECT No.
�mz
AS-BUILT>S:LOPE,ELEVATION
o 0 :
t
Z
0�wo
--TOP OF WATER
W Sao
0 DF 15
� w,?
/,
25
20
15
10
;o
2
20
15
10
30
2�
20
15
10
30
HORIZ. 1" = 10'
SCALE: VERT. 1" = 5'
31-00 C/ w W
30' 10'
(35.0') (2C0') (33.E')
AS -B JILT SLOPE
-TOP OF WATE!Z AS -BUILT ELOPE
ELE*:AMN = 15.50 /
1 I I AS OF 3EPTD IBER 15, .20(47 1
1_
4 —
PROP)SE SLOPE -
1L �1
r � / Z, PROPOSE SLOPE
(2.6) (2.6)
BOTTOM E_EV. ,9-5
}0 _20 M 4,D
w F_
IL z
W
30-00 C/ �Z W
��a
CON571`?&C%/ON W
30' 10'
(40.2') (8.0') (8.0') (29.6')
I
\\ AS -BUILT SLOPE I AS -BUILT SLOPE -
PROPOSE SLOPE I .-TCT' OF MATER
ELCVATIOV = 15.5%
AS: OF SLPTEMBER 15, 2007
PROPOSE SLOP--
(6.0')
LOP=(6.0') 4
(3.8)
(2.6;', (2.
BOT-oI ELEV. 9' (10.4)
— �0 �0 0 20
029.0')
29-00
C/
C�/VSTf�L/CTi ON
U
30' 10'
(31.0')
E I /�
AS—BUILT I LOPE
-- TO' OF NATER
ELVVATIOV = 15.50
AS OF SrPTEMBER 15, 2007
J1 -PROPOSE SLOPE
(4.0)
PRCPOSE SLOPE (3 9)
(2.7; (2.7)
BOTKM ELEV.—R-5 +10.7)
_40 —20 20
MATERIAL
Excavation Fill
A V A V
2�
267 50
20
15
2-5–.
2Q
184
15
10
835 230
74
745 262
25
218 67
20
15
10
817 242
_25
—_20
15
10
%.5
20
15
10
�o
1L
34-00
CONSTiQUCTlON zLIJ
U_ J , o' w
30' _ —
(2C0')
(6.0') (2.0')
A [` fN 111 T CI .OPE
TOP OF WATE'2 AS—BUILT '.c:—!OPE
ELE\.ATKDN = 15.50 '
AS 09F 3EPTDIBER 15, 20t•7 ��1
(3 8)
PROPOSE SLOPE \ i
�� 1 % ��PROPOSE SLOPE
(2.7) ti :x(2.7)
BOTTOM E_EV. `9:
-70 4,0
—to
(35.0')
PROP,)SE SLOPE
AS -BUILT SLOPE-
�3'
(4.2)
30
25
20
15
NOT TO BE FILED FOR RECORD UNLESS
10
SIGNED, DATED AND
W
w
a
W
W
FLORIDA REGISTRATION No 230
WZ
d J
W
30' 10'
(31.0')
E I /�
AS—BUILT I LOPE
-- TO' OF NATER
ELVVATIOV = 15.50
AS OF SrPTEMBER 15, 2007
J1 -PROPOSE SLOPE
(4.0)
PRCPOSE SLOPE (3 9)
(2.7; (2.7)
BOTKM ELEV.—R-5 +10.7)
_40 —20 20
MATERIAL
Excavation Fill
A V A V
2�
267 50
20
15
2-5–.
2Q
184
15
10
835 230
74
745 262
25
218 67
20
15
10
817 242
_25
—_20
15
10
%.5
20
15
10
�o
1L
34-00
CONSTiQUCTlON zLIJ
U_ J , o' w
30' _ —
(2C0')
(6.0') (2.0')
A [` fN 111 T CI .OPE
TOP OF WATE'2 AS—BUILT '.c:—!OPE
ELE\.ATKDN = 15.50 '
AS 09F 3EPTDIBER 15, 20t•7 ��1
(3 8)
PROPOSE SLOPE \ i
�� 1 % ��PROPOSE SLOPE
(2.7) ti :x(2.7)
BOTTOM E_EV. `9:
-70 4,0
—to
(35.0')
PROP,)SE SLOPE
AS -BUILT SLOPE-
�3'
(4.2)
30
25
20
15
NOT TO BE FILED FOR RECORD UNLESS
10
SIGNED, DATED AND
50
~ z
rr W
W :2C/ oW W
3 3— O�CONST�ucTiON o
a. J w
30' 10'
(20.0') (34.0-)
- TOP OF WATER AS -BUILT '1_QPE--\
ELEVATION = 15.50
I
AS OF 3EPTFHBER 15, 201V
/ ! PROPOSE SLOPE
x
tz,0) (2.6i
BOTTOM ;LEV. 9�
_40 _20 O 20 4.0
� z
W W
32-00 C/ �W W
-corvsTRucT�oN J w
30' 10'
(30.2') (2C.0') (32.5.1
(3.0') (8.0') -
(6.0') (2.0')
AS—B JILT SLOPE
J '
TOP OF WATER AS—BUILT 9LOPE j
ELEVATZON = 15.50
1 i AS OF SEPTEMBER 15, 2047
i
I�\
PROPOSE SLOPE 1 L /fJ ' PROPOSE SLOPE
z12'
(2.5) i (2.5)
BOTTOM E—EV. -.9-3
-4o -,�0 G 20 4/0
I hereby certify that the AS—BUILT SURVEY was made under my supervision and meets
the Minimum Technical Standards set forth by the Florida Board of Professional
Surveyors and Mappers in Chapter 61G17-6. Florida Administrative Code, pursuant to
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct' to
the best of my knowledge and belief. Subject to notes and notations shown hereon.
S �m
PROJECT No. SHEET
No
20582-43063 I 11
MATERIAL
Excavation Fill
V A V a
W
C)
2-5-
2D- 231 73
1
Q
O
15
O
%�Z i
10
w L
6 a T
M 00
911 235 0 00 U)
O 0
0 N �-
I LI .OEM r � LL N Q
Qv
rL O� W
WLL CrW
UQ�(n
LLc
Z M Q
T
W OG
W Cto z
U
W ANO
Z cs,
261 53 °
W viLQ
2Q ° a. ?
W
Oi
15 N
10
912 202 O
cc
C) LI J
1-- Z lL
O
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�Q U�
232 56 O Q)
20 ~ Q
v � m
r�^
15, �
10
FFRAAC� L OPFZ
PROFESS/OVAL SURVFY urL� r19APPER
STA TF 0 FL OR// -q G/STFA T/ON No 2900
OR/G/NAL SUR, ' Y G?4 T� _ G9 -OS -07
SEAL:
923 196
NOT TO BE FILED FOR RECORD UNLESS
SIGNED, DATED AND
EMBOSSED WITH THE RAISED SEAL OF
EFRAIN C. LOPEZ
FLORIDA REGISTRATION No 230
z
SCALE.' NOT TO SCALE,
WW
W
DA TE: 09-05-2007
a
PLOT DA TE: 17-07-2007
o Z 6
DRA WN BY* J. K. B.
dU
3 > _
! K P
LL u
flea
_ W
PROJECT No.
C3 z
w o
SHEET No.
Z
0-Jw0
P azo
11 OF 15
w ~
I.- W
F- = W uO
ammo
%9
2.0
15
10
2..
20
15
25
20
15
10
30
30
30
e�
(32.5')
1L
4�
(4•t�)
_to
(35.3')
t—
I- z
37-00 Q W
aZ Q
� CG N5I-RuCTO/V a ='
30' 10'
21
(8.0') I (3.0') (8.0')
(6.0') (2.0') i
AS-DALT SLOPE
.-TOP OF WATER AS COPE
ELE1' F SE = 15.50
AS OF SEPTEMBER 15, 2007 1
(4.0)
PROPOSE SLOPE
PROPOSE SLOPE
z � � f:/z
(2.7) ' (2.6)
BOTTOM EI -EV. -9.57
G 2L 4J
36-00
C/ r
XW
z
n_ J
� • a -+. � s- F -
(2q0') (7.9') w
(8.0') (�.o') (8.0') Q
w
(6.0') (2.0')
TOP OF WATER AS -BUILT LOPE
ELE1'AT ON = 15.50
AS t)F SEPTEfrBER 15, 2007 1
44T
(4.0)
PROP )SE SLOPE—_1___TI i1g
PROPOSE SLOPE
r x
(2.7)
BOTTOM ELEV. 9 3
— ?0 U 20 40
35-00 c/
�C6V5
TfUCTON a
pw V)
LL_Z Q
y
LL _J � w
3') (2C}0') 1(36.7')
,
(8.0') $-0')
(6.0') (2.0')
AS -B JILT SLOPE
TOP OF WATER AS BUILT OPE
' ELE\ ATN = 15.50
� AS t)F SEPTEP48ER 15, 20 (7 1
PROPOSE SLOPE
2 ` , PROPOSE SLOPE
(2.6) (2.6)
BOTTOM E_EV. �9'S
-20 0 4-n
t0
_40
MATERIAL
Excavation Fill
A V A V
2,cl— 256 57
20 --
15
10
885 235
2� 222 70
Well
15
10
834 266
2-9
228 73
20
15
10
850 271
6
9.5
20
15
061
5
�0
15
10
5
20
15
10
-Ii0
--- 1
AS-Bl'ILT SLOPE
40-00r/rUi
z
� z
-G'O/ 5'TR11r' T/ON W
/ OWw
af z
Q
30' J 10' w
(31.2') (B.0') (8.0') (34.6')
—40
(29.1')
(2.7; (2.6)
BOTTOM ELEV. -0-B-'10.5)
—20 0 2D 40
39-00z
� W
C/ W
�c�NST7��cr,�iv n z w LLI
30' 10'
(il (8.0') (31.5')
S -BUILT SLOPE
,i
OF WATER
AS -BUILT COPE -TO:' /
} ELCVATION = 15.50
li AS OF Sf PTEMBER 15j 2007
1
--I
T-- 1 PROPOSE SLOP
t
PROPOSE SLOPE
Ix
(2.5; (2.6)
BOTTOM ELEV.-9-5 (10.4)
-410 -.?0 0 X 40
w
38-00 1W N
C/ 1 a� w
—CONSTRe-ICT/ON
30' 10'
(8.0')
)\\� AS -BUILT SLOPE j
TO' OF WATER AS -BUILT _qq_OPE�
' ELI_VATION = 15.50
ii AS OF SEPTEMBER 151 2007
(3.7)
(6.0') (3.9)
PROPOSE SLOPE
PROPOSE SLOPE
IT 7'
(2.6; (2.6)
BOTIGM ELEV. 9J (10.4)
-40 -20 0 2.0 40
SHEET 1 fm
PROJECT No. No.
20582-43063 12
z
MATERIA_ L
Excavation Fill
V A V vv,
w
O
214
69
222
HORIZ. 1" = 10'
NOT TO BE FRED FOR RECORD UNLESS
SIGNED, DATED AND
SCALE:, VERT. 1" = 5'
EAI805SED IMTH THE RAISED SEAL OF
EFRAIN G LOPEZ
15
0
� �
`FLORIDA REGISTRATION No 2300) `
�
wW
SCALE.' NOT TO SCALE
>mm
_ ; W
DATE: os-os-2oo7
10 802
268
LO 2
�0O
z Z
DRAWN B Y.• J. K.B.
(n
_
�
a"
� n o
CHECKED B Y.• J.K.B.
(Y
CO in
5
i
~
U
0 civ
�_�
PROJECT No.
the Minimum Technical Standards set forth by the Florida Board of Professional
EFFr,4!�� L,�EZ �
�m6
J ,,,
U �
C�ir�A,�nrr nnrl I�Ir7rr�r^ in ('hnrfAr �1r=1�--� Fl�ri�ln Arlmini-trnti�� rnrin, r,ir^iinnt t(.
1FT=0Q
o°`=
�CN��T N., \
5ectlon 4i�.u�i, I-lorlda Statutes. And, that the sketch hereon fs true and correct to
the best knowledge belief. Subject
�/�+/� ut r�.��r,i�:� rr'c 7h'fl//uN No �sw
�Q�W
of my and to notes and notations shown hereon.
OR/G/,^SAL ,S'J,Qf/FY �i�TE : 09-05-07
�
w W�_
O
X
2 (aW
mo
U
LL Cr
WW
f
U
C�
Q
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L
r-
02
WCq
r
219
76
W
C:
SNOW
o Z
j
W
(6 L Q
O (L
20
0) W
\+/
15
10 796 257
O
Z
5LIJ�
W~ 0
w
00)
211 63 cA � Q tali U I�
20 V op m w
,s � v�
Q
10
SEAL:
865
222
HORIZ. 1" = 10'
NOT TO BE FRED FOR RECORD UNLESS
SIGNED, DATED AND
SCALE:, VERT. 1" = 5'
EAI805SED IMTH THE RAISED SEAL OF
EFRAIN G LOPEZ
� �
`FLORIDA REGISTRATION No 2300) `
�
wW
SCALE.' NOT TO SCALE
>mm
_ ; W
DATE: os-os-2oo7
Q
a �
PL 0 T DA TE.• 11-01-2007
z Z
DRAWN B Y.• J. K.B.
SUf� l/EYOR 'S CER T/F/CA TE
_
�
a"
� n o
CHECKED B Y.• J.K.B.
�--
Oga
i
I hereby certify that the AS -BUILT SURVEY was made under my supervision and meets
r,
�_�
PROJECT No.
the Minimum Technical Standards set forth by the Florida Board of Professional
EFFr,4!�� L,�EZ �
�m6
� �
C�ir�A,�nrr nnrl I�Ir7rr�r^ in ('hnrfAr �1r=1�--� Fl�ri�ln Arlmini-trnti�� rnrin, r,ir^iinnt t(.
PRn� �'/nl1/4; �//,4►/F"Yn� /? �1�I,4PPFR
o°`=
�CN��T N., \
5ectlon 4i�.u�i, I-lorlda Statutes. And, that the sketch hereon fs true and correct to
the best knowledge belief. Subject
�/�+/� ut r�.��r,i�:� rr'c 7h'fl//uN No �sw
�Q�W
of my and to notes and notations shown hereon.
OR/G/,^SAL ,S'J,Qf/FY �i�TE : 09-05-07
�
w W�_
mo
f
25
2.9
AS -81
15
10
5
- 30
r
43-00 Z
CUVSTiQUCTiON � Z Q
/ [1- J W
30' 10
(31.5') (8.0') (8.0') (30.1')
I
!ROPOSE SLOPE
- TOD OF WATER AS -BUILT �ILOPE /
ELEVATION = 15.5 0 f
A OF S PTEMBER' 15` 2007 /
I �1 PROPOSE SLOFE
(
(s. Y) I A
(3.4)
(2.7) (2.;�
BOT- OM ELEV..B'S (10.4)
-1-0 -20 ZOO
� F-
W z
42(I- C� W
OW W
d J Q
/ �coNST�rrcTfoN w
I 30' I _ 10'
(32 7') (8.0•) (8.0') (35. ')
20 As -BUILT SLOPE
f I /
TOP OF ATER AS-$UILT dLOPE� /
AT1 I
EL _V = 15.50
AS OF S PTEMBER 151 2007
1Li t
15 r PROPOSE SLOP -
(J. 7)
LOP(3.7) I
PROPOSE SLOPE - (3.5)
10
(2.6� (2.5)
BOT_�OM ELEV. � (10.4)
5
-150 _40 -20 IJ 210 4►0
z
41-00 c/ � w
/-CONSTRL ICT/ON Q � U)
W
30' 10'
(3E 0')
25 I I
� 1 -
�\ � N atUruSL SLUF'L f'r. uNUst SLUF'L
20
-- TO' OF VATER
AS -BUILT SLOPE ELEVATIO - 15.5.0
AS. OF S�PTEMBER 15, 2007 /
1� )j
AS -BUILT SLOPE
15 i l
(4.U)4-
1 - (6. 0') (3.7)
10
-40
I.
(2.6; (2.7)
BOTIOM ELEV. � ;10.5)
-20 0
MATERIAL
Excavation Fill
A V A V
2L- 214 74
20
15
10
5
778 297
c
207 87
- 2.0
15
10
810 267
5
25
20 231 57
15
i
10
20 4.0.5 824 234
10
25
20
15
10
we
i '-
(319')
_4o
;S -BUILT SLOPE
(8
46-00 W
cc sT,�Ucr N �0 W N � O o Q
�z w
30' a- J 10'
(8.0') (35 5')
TO' OF WATER AS -BUILT `LOPE
ELEVATIO� = 15.5D �✓//
I ASS OF SPTEMBER 15, 2007
'PROPOSE SLOPE
(4.0)
(6.0')'�
PROPOSE SLOPE \ (3.8)
r
(2.51 (2.E)
BOTTOM ELEV. -9-5 (10.5)
-;i0 ID
45-00
ow UJ�z <
a� Q
UJ
(320') (8.0') (8.0') (35.1')
I
�AS-BUILT SLOPE I
I
/ TO OF WATER ( AS -BUILT `LOPE
ELEVATION = 15.51
�i AS OF SitPTEMBER 15} 2007
1L I
(4.0) I,
(6.0')
\ (3.7)
PROPOSE S -OPE J \. / PROPOSE SLOPE
(2.6; (2.7)
BOT70M ELEV. X3.5 (10.5)
_40 _20 0 2,0 All
(3LC1')
25
i
/ 1'ROPO;,_
20
I
' AS -BUILT SLOPE 1
-- (39)
10
-130
_40
r
F-
LLJ w
44-00 C// CYw
�CONSTiQiJCT/ON J w
30' 10'
(&0') (8.0') (35 4')
/
-
TO OF WATER
AS -BUILT 'LOPE
ELEVATIO = 15.5 .0
jj AS OF SEPTEMBER 15� 2007 �
PROPOSE SLOP---
(6.0')
LOP-(6.0')
(3.6)
1
u
(2.5; (2.5)
BOTTOM ELEV. � (10.4)
_20 (I 2D 41)
PROJECT No. SHEET �m
No.
20582-43063 3
MATERIAL
Excavation Fill
V A V a
U
W
2.9
212 75
20
15
10
797 2911
2-5-
218 82
2-0-
15
0-15
10
\
819 312 I
O O
LU s
\ W \
224 87 0 E
20LIJQ
U OC
O
I
15 �
10
SEAL:
810 298
NOT TO BE f11_ED FOR RECORD UNLESS
WO, DATED AND
HORIZ. 1 a 10'
EMBOSSED TNTH THE RAISED SEAL OF
SCALE: VERT. 1" = 5' LOPEZEFRAIN C.
`FLORIDA REGISTRA110NNo 2300
W
E
SCALE. NOT TO SCAL
UJ
mV)
_ W w DA TE.- 09-05-2007
}=U
< e PLOT DA TE.- 11-0 1-20017
z z ° DPA WN BY- J. K. B.
SUR VEYOR S CLf TY -ICA TEa
a Z5 o CHECKED B Y. J.K.B.
I herebycertify that the AS -BUILT SURVEY was made under m supervision and meets DEW
y y p _ ¢ PROJECT No.
the Minimum Technical Standards set forth by the Florida Board of Professional EFRAI LOPE? =mz
Surveyors and Mappers in Chapter 61G17-6. Florida Administrative Code, pursuant to PROFESSIOAW 5U,'?VEYOR AI:D PER 0-5 SHEET No.
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to STATE OF Fl -OP-, 9,4 REGIST " IO/!/ /Vo 2300 CZ) QLb" w
�a Z "Z~ >3 OF �5
+� the best of my knowledge and belief. Subject to notes and notations shown hereon. ORIGINAL .SURREY / 09-05-07 W �Zo
0
:z 'LUU
I lot I
O
I
o
Z
J
i
�
I
I
I
CIO
-
k
w
N
i
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co 0
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oN
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CLQ I
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w
Z
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co LL
V) Z I
0- i.
w
U) <
04,E f
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i
I+
+/
10
\
819 312 I
O O
LU s
\ W \
224 87 0 E
20LIJQ
U OC
O
I
15 �
10
SEAL:
810 298
NOT TO BE f11_ED FOR RECORD UNLESS
WO, DATED AND
HORIZ. 1 a 10'
EMBOSSED TNTH THE RAISED SEAL OF
SCALE: VERT. 1" = 5' LOPEZEFRAIN C.
`FLORIDA REGISTRA110NNo 2300
W
E
SCALE. NOT TO SCAL
UJ
mV)
_ W w DA TE.- 09-05-2007
}=U
< e PLOT DA TE.- 11-0 1-20017
z z ° DPA WN BY- J. K. B.
SUR VEYOR S CLf TY -ICA TEa
a Z5 o CHECKED B Y. J.K.B.
I herebycertify that the AS -BUILT SURVEY was made under m supervision and meets DEW
y y p _ ¢ PROJECT No.
the Minimum Technical Standards set forth by the Florida Board of Professional EFRAI LOPE? =mz
Surveyors and Mappers in Chapter 61G17-6. Florida Administrative Code, pursuant to PROFESSIOAW 5U,'?VEYOR AI:D PER 0-5 SHEET No.
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to STATE OF Fl -OP-, 9,4 REGIST " IO/!/ /Vo 2300 CZ) QLb" w
�a Z "Z~ >3 OF �5
+� the best of my knowledge and belief. Subject to notes and notations shown hereon. ORIGINAL .SURREY / 09-05-07 W �Zo
0
:z 'LUU
I lot I
le
25
20
15
10
25
z0
15
25
_ 20
15
(3).8')
47--00 c/
STP/ Ir Ti �?A/ .
W
�Z
W
(30.9')
JILT SLOPE
T0:' OF VATER AS -BUILT SLOPE—
ELKVA110 4 = 15.5(
AS OF SEPTEMBER 15 2007
1 1
i 77 i�1 v --PROPOSE SLOP=
(6.0') (3.7)
PRGPOSE SLOPE
10
(2.6; (2.5)
BOTTOM ELEV.,B'5 ;10.5)
— '0 —4-0 —20 0
HORIZ. 1" = 10'
SCALE: VERT. 1" = 5'
0
2� 4J
MATERIAL
Excavation Fill
A V A V
25
WE
15
10
25
20
2a- 220
20
15
10
Wo
800 230
95
15
lift
5
20
15
10
25
20
15
10
SUR VEMR'S CER 71F/CA TE•
I hereby certify that the AS—BUILT SURVEY was made under my supervision and meets
the Minimum Technical Standards set forth by the Florida Board of Professional
Surveyors and Mappers in Chapter 61617-6. Florida Administrative Code, pursuant to
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to
the best of my knowledge and belief. Subject to notes and notations shown hereon.
SHF -ET ` r�
PROJECT No. Na
20582-43063 14
MATERIAL
Excavation F II
V A V
w
0
25_
20
.IN
ti
15_ o
0
10. !+ ,
A U)
(n 0 0
O a: 0
U CY
W�C U. >
z FU
O 2 (0W
U WLLW
U.
�o<Q
25 z w 92
cy- CU.O
,.
z co in Z
0—
cnj
2� w 0itQ
00-
W
aW
rn
15
N
10
UJQ
LL
ZL
o �
Q W p
w ~
O
20
V W
o w
15. CI')
vJ
10
r
� 1
SEAL:
NOT TO BE FILED FOR RECORD UNLESS
SIGNED, DATED AND
EMBOSSED WITH THE RAISED SEAL OF
EFRAIN C. LOPEZ
+FLORIDA REGISTRATION No 2300/
w \ SCALE.' NOT TO SCALE
ww
W W DA TE.' 09-05-2007
Q a PLOT DATE -11-01-2007
o 9 DRA WN BY- J.K.B.
�¢U
Q o CHECKED BY J. K. B.
N Z) W PROJECT No.
=mom
EFRA/NO�EZ Z
PROFESS N.�aL SURI/EYDR AND M ER Z o SKEET No. 1
STA TE OF FL. OFNGA R. EG/ = ii4 N No 2,300 o Q L w
OR/G/NAL SURVE 1' DA 09-05-07 W �' d ° 14 OF 15
1-ww}_
F-=w(n
ammo
f
2
" 11
20U�
20.75
6 T
20.25
I x
� I
I N
�n
- ---- - - - ---..------------------ ------
t------------...
TO SEBASTIAN RIVER
0.25
4:1
N`
11+00
I►
4:1
dN
i
_ 1
FROM POND
I
i
I I
I
t — NE CORNER
20.75x ,t '
i
(20.6') ���✓
I � �
( PAVEMENT 4" DITCH PAVEMENT
I i
I
20' PLAN
CONCRETE PAVEMENT
MAINTENANCE BERM HALF SIZE DWG (11x17): 1'� = 20'
FULL SIZE DWG (22x34): 1 = 10'
CONSTRUCT SPECIAL MH TYPE J-7
(6' x 7') PER FDOT INDEX 200 1
AND 201 W/TRAFFIC BEARING GRATE ; - - ---- -- - - - - --
i
1 ^+ WEIR WALL
6 MIN
�. O
<v
v__ -
I
I
7'-0" -
- ----- ----- -----
10
1
�m
PROJECT No. SHEET
20582-43063 1 2
�.. CONSTRUCT SPECIAL MH TYPE J-7 �_ CONSTRUCT SPECIAL MH TYPE J-7 -
(6' x 7') PER FDOT INDEX 200 (6' x 7' PER FDOT INDEX 200
AND 201 W/TRAFFIC BEARING GRATE
AND 2011 W/TRAFFIC BEARING GRATE
42" RCP - 42" RCP
z
0
V
LL12
O
O
d
Z
N
PLAN PLANQD
a
EL 2e-.25- 20.29 EL 20:25-00.26 EL 20 25 -20.26)
EL 2�5-. (20.29) � - -- �- --- -- - �- � � � � -- - -- __ - �
- •� Grate_ II I•--• -� Grate_ I Grate- I w O
- Grate_ I - L. L,
1 (n co 00
� Qp Uj
="►--
7'-0' --- --- 8- i WEIR 8"� 7'-0" �8� WEI T7 A 17.03 O M
WEIR --- WEIR t r
EL T-7:0 (17.06) I EL T7:9 17.06 EL T7:0 17.03 / / / / co (� I -EL ( ) L 0 N
/ _ LL
i r. ►i r I I LL C10 Q
J I I I z avx
I I I I i O �U_Cc
I I U W. W
"V" NOTCH OPENING -- 42" RCP V" NOTCH OPENING I 42 RCP
" L) �.
PER ENGINEERS DESIGN 8" MIN 3" U N
PER ENGINEER'S DESIGN 8' MIN ;3" I ) �}-� Q
ifT
INVERT ELEV. - (15.53) I I (11.65) - - j" INVERT ELEV. _ (15.51) (11.73 � O
EL 12 3 EL '1-2:3 W �1
W tv 0
m I �� 2" CI. 42" RCP W
a 2" CL 42" RCP--- I I Z (0 In Z
1,
z J
(9.54) r (9.54) (9.48) r
(9.48)
EL -9� I I ti EL 9� LLI (A - 2
EL 9:3 EL - - - _
w.
' #4 Bars
#4 Bars SECTION ® 12" Ctrs. SECTION
SECTION ® 12" Ctrs. SECTION
(:BZ)/ N
B-2 SPECIAL STRUCTURE
SPECIAL STRUCTURE DETAIL \B\
DETAIL B NTS -
N TS S
TOP OF BERM
/ 10� 1 EL 20.25 ,. EL 20.75 i�
{' —6" CONCRETE PAVEMENT
6" STRUCTURAL FILL #5 ® 12" O.C. EACH WAY
COMPACTED TO 95% �' CONTROL JOINT 20 FT O.C.
(AASHTO T-180, METHOD C) �� MAX PER FDOT INDEX 305
' < 'V" NOTCH OPENING
v \\. INSIDE THE STRUCTURE
ARMORFLEX CLASS 45S —
CLOSED CELL ARTICULATING
BLOCK MAT WITH POLYESTER
CABLE OR APPROVED EQUAL
VARIES I ,
- NICOLON 70/20
MR 88 EARTH -
ANCHORS 8' 0/C
OR APPROVED EQUAL
— CONSTRUCT GUARDRAIL
PER FDOT INDEX 400
I <
I �
1 i
2" MISC. ASPHALT
VARIES
PAVT.
SOD TYP
_ 3 -
GUARDRAIL
D ETA I L D
NTS -
LQ
(1) � Qc
O
cc LL LLQ
Q. o
Q w
POWER POLE TO BE \ �.I O W
PROTECTED BY OTHERS ` LL
(TYP)
CONTRACTOR SHALL r�
NOT GRADE MORE THAN �+J
1' VERTICALLY AROUND EXISTING GRADE
POWER POLE Q
_ OC m
PROPOSED GRADE -
POWER POLE
DETAIL E SEAL: 1
NTS -
PER ENGINEER'S DESIGN PER ENGINEER'S DESIGN -- WOVEN GEOTEXTILE NOT TO BE FILED FOR RECORD t NIM
INVERT ELEV. _ (15.53) INVERT ELEV. _ (15.51) I FT'' I z
4 OR APPROVED EQUAL DIED, DATED AND
t w�rH THE RAISED SEAL OF
CONTROL STRUCTURE \ N j EFRGI R ION N /
2 �+ ` � FLORIDA REGISTRATION No 2300
SECTION
HALE SIZE DWG (11x17): 1" = 20 - DETAIL A CELLULAR CONCRETE MAT "'SCALE.- NOT TO SCALE
UJ
FULL SIZE DWG (22x34): 1" = 10' 8 v" z > w
a w DATE 09-05-2007
DETAIL CQ� PLOT DATE:�t—o1'-2007
Nd� ,
ji%�^ I�mt I'?v ► If l�
SUR VFv01?'S CEF'T/F/CA TE 1
� o CHECKED BY.- J. K. B.
¢occ
I herebycertifythat the AS -BUILT SURVEY was made under my supervision and meets �__/ _}� `PROJECT No. le
cc
Mz
the Minimum Technical Standards set forth by the Florida Board of Professional EFRA/N'� �O�EZ - ' L'L
PROFESS/ONO. SURl/EYOFr' ,%IN MAPPER W W o SHEET No.
Surveyors and Mappers in Chapter 61017-6. Florida Administrative Code, pursuant to z0
STA TE OF FL G7Fr'./f�A REQ%ST .4 TION No 2300 Q U_ W OF 5
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to z �U_
the best of my knowledge and belief. Subject to notes and notations shown hereon. OR/G/NAL SURREY LSA " 09-05-07 � W W°
F- =WN
< ►- en
6" CONCRETE PAVEMENT
4" DITCH
PAVEMENT
#5 ®12" O.C. EACH WAY
PER FDOT
INDEX 281
JOINT 20 FT O.C.
(TYPICAL)
MOXTPPER FDOT INDEX 305
A JOINT LAYOUT SHALL BE
SUBMITTED TO ENGINEER FOR
4" DITCH PAVEMENT
t
REVIEW PRIOR TO CONSTRUCTION
PER FDOT INDEX 281
(TYPICAL)
t
1g1
06}
\
4
-k Et -2G.-2-5
i
N
II
�.�' 1y8
EL V5:0
(11.65)
INV EL tY�i - -
( 9.54)
(11.72)
\\
INV EL 5 ��
6" STRUCTURAL
FILL ---'
;% INV EL
1-2'5 _ %
�,.
BOTTOM EL 7.5
`,�►
COMPACTED TO
95%
(AASHTO T-180,
METHOD C)
- (2) 33 LF
'
42" RCP 0 0%
(2) 34 LF 42" RCP 0 0.607,/
SECTION
�
HALF SIZE DWG
(11x17):
1" =
20 —
FULL SIZE DWG
(22x34):
1"
= 10'
TOP OF BERM
/ 10� 1 EL 20.25 ,. EL 20.75 i�
{' —6" CONCRETE PAVEMENT
6" STRUCTURAL FILL #5 ® 12" O.C. EACH WAY
COMPACTED TO 95% �' CONTROL JOINT 20 FT O.C.
(AASHTO T-180, METHOD C) �� MAX PER FDOT INDEX 305
' < 'V" NOTCH OPENING
v \\. INSIDE THE STRUCTURE
ARMORFLEX CLASS 45S —
CLOSED CELL ARTICULATING
BLOCK MAT WITH POLYESTER
CABLE OR APPROVED EQUAL
VARIES I ,
- NICOLON 70/20
MR 88 EARTH -
ANCHORS 8' 0/C
OR APPROVED EQUAL
— CONSTRUCT GUARDRAIL
PER FDOT INDEX 400
I <
I �
1 i
2" MISC. ASPHALT
VARIES
PAVT.
SOD TYP
_ 3 -
GUARDRAIL
D ETA I L D
NTS -
LQ
(1) � Qc
O
cc LL LLQ
Q. o
Q w
POWER POLE TO BE \ �.I O W
PROTECTED BY OTHERS ` LL
(TYP)
CONTRACTOR SHALL r�
NOT GRADE MORE THAN �+J
1' VERTICALLY AROUND EXISTING GRADE
POWER POLE Q
_ OC m
PROPOSED GRADE -
POWER POLE
DETAIL E SEAL: 1
NTS -
PER ENGINEER'S DESIGN PER ENGINEER'S DESIGN -- WOVEN GEOTEXTILE NOT TO BE FILED FOR RECORD t NIM
INVERT ELEV. _ (15.53) INVERT ELEV. _ (15.51) I FT'' I z
4 OR APPROVED EQUAL DIED, DATED AND
t w�rH THE RAISED SEAL OF
CONTROL STRUCTURE \ N j EFRGI R ION N /
2 �+ ` � FLORIDA REGISTRATION No 2300
SECTION
HALE SIZE DWG (11x17): 1" = 20 - DETAIL A CELLULAR CONCRETE MAT "'SCALE.- NOT TO SCALE
UJ
FULL SIZE DWG (22x34): 1" = 10' 8 v" z > w
a w DATE 09-05-2007
DETAIL CQ� PLOT DATE:�t—o1'-2007
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SUR VFv01?'S CEF'T/F/CA TE 1
� o CHECKED BY.- J. K. B.
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I herebycertifythat the AS -BUILT SURVEY was made under my supervision and meets �__/ _}� `PROJECT No. le
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the Minimum Technical Standards set forth by the Florida Board of Professional EFRA/N'� �O�EZ - ' L'L
PROFESS/ONO. SURl/EYOFr' ,%IN MAPPER W W o SHEET No.
Surveyors and Mappers in Chapter 61017-6. Florida Administrative Code, pursuant to z0
STA TE OF FL G7Fr'./f�A REQ%ST .4 TION No 2300 Q U_ W OF 5
Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to z �U_
the best of my knowledge and belief. Subject to notes and notations shown hereon. OR/G/NAL SURREY LSA " 09-05-07 � W W°
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