HomeMy WebLinkAboutOrange Ave RV Storage Fence Asbuilt S&SEXISTING US -
VACANT
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O S76°59'02"E -
51.28'(D&M)
ORANGE AVENUE (STATE ROAD 68)
S76°58'58"E -
51.28'(FDOT)
CATCH
BASIN �20�
(FDOT R/W MAP PROJECT NO.
94070-2505)
1�89°42'05"E-177.96
TrRIM EL.=16.11 2' WID �� (ILLEGIBLE)G'ss
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UTH RIGHT-OF-WAY LINE
'�R
EDGE OF
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9°42'09"E
177.77' F,-,
rCONCRET CURB 0.54'N.,0.1TW 6 x
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1596,
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EDGE OF PAVEMENT CONCRETE CURB
6.3
FOUND IR&C
7g
_
2 5.7'
WID NCRETE SIDEWALK
6•
STAMPED "LB 4396"CBS.
WALL
-
0.20S.,0.17'W.
FEND
TSIDE O37.0'
SOUTH
NORTHWES
uBJECT
CORNER OF
S-3
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STAMMI[
15.69BC
"LB 4396
16.19.
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C.B.S. WALL
14.936C
15.43TC
15.61BC
16.11TC 15.688C
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4.8' EAST
12.
�1�4.34BC
16.18TC
n o
84TC
14.39BC
Note 15.40 LP
- m
I
14.89TC
14.10 LP
Note
WA L z
C.B.S. WALL
4' EAST
r m
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5.4'
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y
15.22BC
15.72TC
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16.88TC
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16.00BC
16.50TC
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16. 58C
16. 5TC
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Note OFFICE
1 5.44:
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1,500 S.F. 11 - 5ec
FF = 16 89 6.75TC
17.00
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16.95
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1 5 .:
(54)x x
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STAMPED LB *,A6
0.24'S.,0.11'0'
Noteof
t 07 15.90
16.45 LP 15.86BC 66BC
SERVIC
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14.20 EP
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14.70 EP
14.60 HP
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-C.B.S.
SIGN
V)0
vo
S00°02'10"E---,,` S89°42'05"W
49.07' (52) 1006.95'
FOUND IR&C
UTH RIGHT-OF-WAY LINE 2' WIDE STAMPED "LB 4396
FCONCRETE CURB 0.33N.,0.37'W.
EWALK 5.6' WIDE CONCRETE SIDEWALK I
N89°42'05"E - 508.18'(D&M) N89°42'09"E - 508.79'(D&M) POB 1
FAKULL
Y
S-3 Q Q R
U 0_
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0 V)i 1 4.00'
LEGEND co �1 tL
z 4 (MAX.)
m� CATCH BASIN = EXISTING DRAIN PIPE o Cn j
ATCH EXISTING
D TOP OF GRATE EL.=14.62 = EXISTING "C" INLET I GRADES AT R
- BOTTOM EL.=1.28
Fri (24" RCP) W INV EL =7 66 EAST LINE OF W 1 /2 OF z z
S
SIDEWALK
(30)�
FOUND IR&C
STAMPFn "I R 4-iQR" F2' 1n•'�:�
N74'45"14"E - 45.79"(D&M)
N74°45'18"E - 45.79'(FDOT)
k
ATCH BASIN (48" RCP) S INV. EL.=2.16
TOP OF GRATE EL.=14.55 (42" RCP) W INV. EL.=4.60
BOTTOM EL.=7.22
(24" RCP) W INV. EL.=7.78
= EXISTING SANITARY MANHOLE
= EXISTING FIRE HYDRANT
= PROPOSED DRAIN PIPE W/ MITERED END
W 1 /2 OF N E 1 /4 OF
SE 1 /4 OF SECTION 7
cn cn
xxx
w w w
WALL
1:49.20
w = PROPOSED YARD DRAIN
R_--EXISTING
Note
= PROPOSED "E" INLET TOP
DRAINAGE MANHOLE
=PROPOSED MAJOR CONTOURS
`
�, 35' 8.(
RIM EL.=15.65
15.22 BOTTOM EL.=3.83
= PROPOSED MINOR CONTOURS
EXISTING
GRADE
e
15.36 (42 RCP) E INV. EL.=4.58
= 22.35 =PROPOSED ELEVATIONS
L
I
~ X22.35 = EXISTING SPOT ELEVATIONS
0
MATCH EXISTING I
EE
Note
= PROPOSED CONCRETE SIDEWALKS AND PAVING (SEE DETAIL ON C6.0)
GRADES AT R
I 1 L
'
Note
❑ = PROPOSED ASPHALT (SEE DETAIL ON C6.0)
SANITARY MANHOLE
J
2 E)
RIM EL.=15.53
NLLIw
b (8" PVC) E INV. EL.=8.13
PVC) SE INV. EL.=8.00
U
of
(8"
uj
TOP OF CURB
g•ry o�^h'^h (8" PVC NW INV. EL.=8.09
t 0
PAVED
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GRAPHIC SCALE
%
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STORAGE
AREA
1.00'
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lS x 15.08 .1
1 2 x 15.20 ND'
50 0 25 50 100
O Q
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6.00' 8.00'
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�515.00 75 4g 15.42
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15. TC 15' 03 ���
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1 40 E IV21
PARCEL S-3
( IN FEET)
a- �
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1 inch = 50 ft.
EL 14.013 4
14.91 x.� d 1 ®Note
I
z
1
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.9
x 4,.EJQ4 Note
- � �
�R> x A CONCRETE
9 9 SIDEWALK I
I\
C.0 C0 C0
Z z z
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9
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x x x
1.00'
TOP OF CURB
sr 14.s3 w w w PAVED
STORAGE ENCE
ON 14.10 LP DEW ET
ss RAINAGE MANHOLE ) AREA
I.6T VARIES 8.
RIM EL.=15.41
15.70 LPG- 1� EP BOTTOM EL.=1.41MIN~' 8.2'
1 (48" RCP) E INV. EL.=2.15
4" PVC PIPE
'R>
C\I tea 6° Note
14.52 .
4.5 CATCH BASIN
16.20 HP �s -P TOP OF GRATE EL.=14.25 I i� EL 14.00
49 1 BOTTOM EL.=1.15
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OP OF CURB
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00'Of
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F BERM
6.00'
RAGE ARE12.50'
3.70'.50%
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14.L
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DETENTION12.50
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SECTION A -A
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TOP OF CURB
�
31.35'
1.00' PAVED
12
Z
Z
W
)0' 7.00' 8.00'
�1 STORAGE AREA
4.00'
W
2
Z
(VARIES AT
0.50% MIN.
n
W
O
} �
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14.00 CORNERS EL 14.00
iL
,
3: It
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SEE PLAN)
Z
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W
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= 0
4 DETENTION 4
L12.00
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W W N
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EXISTING
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13.5'-4.5' g,00.00
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00
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SIDEWALK GRADES
Z
BOTTOM
'DETENTION'4 1 EL 14.00
L
06
W
EL 12.00
uj
W
Z
SECTION C-C
w
NTS
1.0r"
U
5.97'
00' VARIES 8.00'
4.0 '
37.7'- 43.6'
•
(SEE PLAN)T
f
I SIDEWALK
14.63 HP (48 RCP) NE INV. EL.=1.75 W ET D E T ENT ION P O N D BOTTOM
�
14.73 \ (48" RCP) SW INV. EL.=1.84
�. 0) DETENTION
FENCE -•-••-- .4, '', r i ', 4.35 AC @ E O W 4' CHAIN LINK 0) EL 12.00
_ #/ BOUNDARYLINE
i 14.91 C B.S. 14.69
12.90 WALL A w SECTION D-D
s r-1 NTS
14.10 LP CATCH BASIN - n
MATCH
EXISTING
-EL 14.00 SIDEWALK
GRADES
5 14.20 EP �._' \ TOP OF GRATE EL.-14.10 \ N
r► \ ENCE R/W
BOTTOM EL.=1.01 l o
(48" RCP) NE INV. EL.=1.98 O TOP OF CURB
5.84'
(48" RCP) SW INV. EL.=1.81 (44) STORAGE 1.67 2.60' SIDEWALK
14.52 1 \, X 4W99 \(48" RCP) NW INV. EL.=1.86 O 4NO 5/8' PAVED VARIES I EXIST G
' Note ROD ARE1 Do' VARIES 6.00' 12 0'-16.0' 6.00' 6.83 EL 16.5-17 2
<o �i �i
^� o+ a o+ o� o� o+ o� a o+ a a o+ o. a o� o� a o° a o� o+ h 12X _ "_ '� C ID) .:.,..
SANITARY MANHOLE -7.20
„�• ^�• ^�• ^�• ^�• ^�• ^�• ^�. ^�• ^�. ^�• ' ^�• ^�• ^�• ^�. ^�• ^�• ^�• ^�• ^�• ^�• ^�• � -o L i . 0.50% MIN. (SEE PLAN)
Note RIM EL.=15.15 MATCH EXISTING
(8" PVC) NW INV. EL.=6.71 C✓ I
GRADES AT RIGHT
C2
( P
qh " 28
12x30- 40 =657 _ OF WAY R
D+ h D+ D+ D+ D, D+ D+ �• D+ D+ D+ D+ D. D+ "7 D+ D+ D� D+ D� DDD+ D+ D+ }� � 14.91 +% � 15 8" VC) SE INV EL ) C 1
n.,• n-,- ti,• ti,• �. ^�• ^�. ^.� ^�. ^�• ^�• �. ^�• �. ^�• ^�. �• ^�• ^�. ^�• ^�• ^�• ^�- '�• 0 2 � S \ _. 3 (MAX.)
mac\ ^� V �cV �ti �\ �c4 �\ ^� ^ti �\ �� gib �b �ti �V ^✓ �\ �ti \� �� �� �V �ti �ry ^V X30. 2
EL 14.00 L 14.00
1 LP 000� 1 BOTTOM 1
DETENTION 4
4
\ _C EL 12.50
14.512x3Q C`,
15.7a LP ss Note
15 12xs,.s�� SECTION E-E
77\15 a O FOUND 5/z'
I > > I I > > > I ! I ! I I I > > ! I > > > 12 Co IRON ROD NTS
�, �• �• �• 2, �, �- �- �• 2- �• 2. �. c�' �, 2, c�• c'• c�- �_ r'' �. c�- c�• c'' �. .Q \ 9 1 is °
(NO ID) fL fL6 �ii fib
s o s4 NOTE: SOD LIMITS OF ALL SECTIONS A -A TO E-E
9- 9• 9- 9- 9- 9. 9- 9- 9- 9- 9- 9- 9• 9 9- 9 9- 9- 9- 9- 9- 9- 9- 9- 9- 9- 9. 9- 9- 9- �� O 2n 15.48
SANITARY MANHOLE
�-
I 3p. 9� 9<�' S RIM EL.=14.83 12X (8PVC) " NW INV. EL.=5.65
t �' c�- �' c�• i�- c�' cam- c�- f c�' cam• cam' c�- �' c�- �• �-'' �' �-'_ �. �. �• �. �- �. �. �. �. �. c�
7 t f t t f V f t F f V f 7 f f f f f f f f f f f f f 14.87 8" PVC SE INV. EL.=5.58
v' v' L' L' v' v' v' v' x30.0 `L I
Q 'Q Q 'Q •Jr '� 'Q �• 'Q Q "rr •� '� sr Q 'Q '� 'Q '� sr 'sr � '� � '� 'Q A 'rr 2 .-
fj �• ,9. .9. ,9- ,9- ;9- +9- .9. ,9- +9• .9. ,9. �9. ,9- ,9. +9• .9- +9- ,.fl, ,9. ,9, +9- ,9. ,9- ,9. +9- ,9-
�' 12 �•; �'o�0 3 Note
q�
x CATCH BASIN
6.00'
24.W CROSSWALK 8.77
EASING GR
1.28x / 1.20% 2R
EL 1&47 .J EL 15.52 MATCH EAS7INi
PROPOSED GRAD LP EL 15.21 EL 15. ROAD GRADI
EL 15.2'.
15.71 14.36 30.02 R�g9 TOP OF GRATE EL.=14.18
DRIVEWAY
15.06 6g CONCRETE BOTTOM ) NE I2 I SECTION E-E
15.70 12x30• J• ' (36" RCP) NE INV. EL.=5.04
IS 02 SIDE AL S'S2 (3�RCP) SW INV. EL.=7.29
12x30.p ?z 14.74 14 9 CATCH BASIN NTS
14.64 TOP OF GRATE EL.=14.07
�. ^�• ^�• ^'�- ^�• "�' '`�' "�' "�' "�' "�' '`�' "�' '`�' "� "�. �. „�. �. �. ,,�. �. �. ,.�. n�. �. �. n�. ,.�. � 12xz� .�� 14.54 BOTTOM EL.=4.32
(36" RCP) NE INV. EL.=7.48
,�ti ,�� ,�� ,�� �Q' ,�`� ,�� �`V ,�� ,�� ,�� ,�� .�� ,�� .�� ,�� ,�� ,�`� ,�� �`V .�� ,�`V ,� ,� ,.�' •.� �`�' �O' S 9 } 8R (36" RCP) SW INV. EL.=7.24
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�� �v �� "\ �ti �� �ti �� �\ZI� RAINAGE MANHOLE
RIM EL.=15.57
BOTTOM EL.=6.57 1
15.70 15.70 15.70 15.70 15.74 15.09 �x58,68 4 1•,. \(36" RCP) E INV. EL.=7.28 ASmBUILT
12x38, F14.4
oy
• � No
te .30 PREPARED BY
�. �. �. 2, �. �- �. �. 2. �. e�• e�• �' c�- e� e-�- c�• cam' e�' e'- e�' c-�' e�• e�- e�• e-�• �'- e�- e�' e�• �- e�• �. e'' �. e�- �. e�- >. � 4.. lllJJ
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� •6'�, '6� •6'� '6'� '6'�• '6'� '6'� '6'� '6'� '6�• '6'� '6'� '6'� '6'�- '6� '6'�. '6� '6'�, '6'� '6'� '6'� '6'� '6'�, '6� '6'� '6� '6'� '6'd. '6'� '6'� '6� •��' -6�• •�� •6�. •�cP `c; - �, 0 5�7� � I RIM EL.=15.12 &
14.J1
(8" PVC) NW INV. EL.=
ENT CREEK ENTRANCE" SIGN PVC) SE
SE INV. EL.= TE RP E N I N G I N C
+ / �- �- c�- �- 2• r�- �'' c'- c'- c�- r'- c�• �- c'' c'- c'- c�- tom- c�- �- r'• ' c'• c'- cam• c�- �'' c�• .�- c'- c' c'• c�- �' cam• cam- r'- c' r ,4.6 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
y0 rr s a s 6 s s s 6 s 6 s 6 s 6 a 6 s s a' 6 a s s 6 6 a s 6 6 s 6 s s d4° PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com
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x
1
WE
14.20 EP
III I I 0 LP
to
v
6' CHAIN LINK FENCE
5.7' EAST
5.25T
POINT OF 4.1
BEGINNING P. k° x
LESS PARCEL
72.
X t.. %.e-X
::RM
9� 6' CHAIN LINK FENCE TOP OF R �
x 3.4' NORTH
\-0.5' WIDE BLOCK WALL
^eni loin c �Q" ionni ON TOP OF BERM
� A -• �`Ej� � 9 A C TCH BAST ENGINEERS AUTHORIZATION NO. 4286
Note i ;0 Q ( TOP OF GR/
CRE �' ,x , BOTTOM E
14.938C ID AL it 5. gR6 Su 5.40 TOP OF N:
15.43TC Note 14•11 E • 's 'x 3" R�QUNC AS -BUILT INFORMATION ADDED TO THIS DRAWING BY:
a'1R• ?• 4 ^h �81 7S 15. (48" F2CP'
Note 12.00 .98 y, 8 15. 3 (48" RCP:'
15J15 15.19BC o 15.2 THESE DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION
E15 14'15.01BC 15.69TC 145913C B• P s� 14.82 ,\5a OBTAINED BY THIS FIRM AND PROVIDED BY OTHERS UNDER MY
15.51 15.osrc LL ts.7o 15.1 DIRECT SUPERVISION. THE HORIZONTAL CONTROL AND VERTICAL
15.34
7 ;-p' WIDE CURB I DATUM FOR THESE DRAWINGS HAS BEEN ESTABLISHED FROM
h h h
h h h h h
h h h
h , h h h
t.
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15.25TC
v 1q�
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0
INFORMATION SHOWN ON THE DESIGN ENGINEERS PLANS. THIS
W
h D+ D+
b W W
D+ D+ D+ a a
2b lb
D+ D+
0 W
D� D+ D+ h D+ DDD+
DD� D+ D+ D+ D+ D� C+ �'
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t 6'
TOP
slcN 5-
ELECTRICAL PANELS
SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE SET FORTH
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LIMITS {1 5
g CONCRETE SLABS FOn
BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYOR'S AND
�`V
a o
of DRY
NTRANCE ARM AND KEY[
4.��7
MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. FIELD
p
14 P
DETENTION
1' `
VERIFICATION IS REQUIRED PRIOR TO DESIGN AND OR CONSTRUCTION
14.586c
AREA
CATCH :'.
TOP Of-7:
PERTAINING TO THESE IMPROVEMENTS. THE LAST DATE OF FIELD
1-
15.o8Tc
L.
BOTTORCP)
WORK PERFORMED WAS 03-25-2021.
DRY DETENTION AREA (0.274 AC. BOTTOM EL. 12.00)
NM
(48"
�
(48" RCP) S
,:o;�sek%R••.
Am4' Digitally signed by Thomas P Kiernan
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oao`==: Date: 2021.04.23 17:29:19-04'00'
-
S89°4�s05"W - 1179.03'(D) S89°41'39"W
1179.0:
-
TOE OF BERM
S
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17
15.7 ( )
Note
119 o
;9
R Note
6' LINK FENCE C.B°S. WAL1s
TOP 0PY&n.._
s
6
Q
FOUND "SURVEY POI"
THOMAS P. KIERNAN, PROFESSIONAL SURVEYOR AND MAPPER
s
-. - c
DO NOT DISTURB PC
EXISTING
FLU
RM MEDIUM DENSITY RESIDENTIAL
m
5' WIDE BLOCK WALL f
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(ORB 2554, PG 1488)
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15.64
NO. 6199 C&T JOB #19-242
EXISTING
ZONING
PD (CITY OF FT PIERCE)
ON TOP OF BERM
WASTEWATER & LIFT STATIONto
'.��
x
EXISTING
USE
RESIDENTIAL
EASEMENT ORB 2227, PG 918
^�
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF FLORIDA
A
LICENSED SURVEYOR AND MAPPER.
SANITARY
MANI
EN COOPER P.E.,
SHALL
BE WITH
\\\\\\QNIV r.NISI Icon
.%C E NS
No.46557
W =
.. STATE OF
F1-ORIOQ'
-1111v%JNA1.\\\\\
Stephen Cooper, P.E. #46557
I TOW WNW" T I S BM,6,
ALWAYS CALL 811
®BEFORE YOU DIG
It's fast. It's free. It's the law.
www.calisunshine.com
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DATE:
MARCH 2O19
DRAWN BY:
DAD
DESIGNED BY:
SSC
CHECKED BY-
-S
HORZ.
SCAL-
1"=50'
VERT.
SCALE
NA
DRAWING NO.
c5mo
JOB NO.2018-118