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BASIN,
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STAMPED "LB 4396"
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0.20S.,0.17'W.
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CURB 0.33N.,0.37'W.1
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N89'42'050E - 508.18'(D&M) N89 42-09"E - 508.79'(D&M) PnR J
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•N74'45'14"E - 45.79'(D&M) Q R TOP OF CURB
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N74'45'18"E - 45.79"i- o > > w w
Lu 4.00' 36.2E 1.0E PAVED Of � Of Of
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c? ¢ 4.00' TO6 �0' BERM TORAGE AREA o
Y u 12.50' 6.00' 3.70' °' CO '- CO U-' 't CO N z°
0.50% MIN.
LEGEND 1 L 14.00 EL 14.0�,� 0001/ z-rlll/' z
z 1
4 (MAX.) 1-
CATCH BASIN = EXISTING DRAIN PIPE o � ATCH EXISTING4 BOTTOM DETENTION EL .
TOP OF GRATE EL.=14.62 C3 = EXISTING "C" INLET GRADES AT R
BOTTOM EL.=1.28 Z Z Z
(24" RCP) W INV. EL.=7.66 `� =EXISTING SANITARY MANHOLE EAST LINE OF W 1/2 Oir F- F- F- W
CATCH BASIN (48" RCP) S INV. EL.=2.16 W 1/2 OF NE 1/4 OF cn CO co SECTION A -A o-
TOP OF GRATE EL.=14.55 (42" RCP) W INV. EL.=4.60 = EXISTING FIRE HYDRANT SE 1/4 OF SECTION 7 X X X NTS BOTTOM EL.=7.22 n J Q
p (24" RCP) W INV. EL.=7.78 �}� = PROPOSED DRAIN PIPE W/ MITERED END XISTING WALL R TOP OF CURB I-
?•FP20 • = PROPOSED YARD DRAIN _ z co
= PROPOSED "E" INLET TOP I1.00, STORAGE AREA t o
-Note _ _ 31.35' PAVED W 00
'S-DRAINAGE MANHOLE �15 =PROPOSED MAJOR CONTOURS 35' 8.00' 7.00' 8.00' 4.00' 0.50% MIN. z cv o
5.22 RIM EL.=15.65 EXISTING GRADE VARIES AT ■� w O Q d
BOTTOM EL.=3.83 = PROPOSED MINOR CONTOURS
(42" RCP) E INV. EL.=4.58 .00 CORNERS EL 14.0E�'� W W' z
x 1s.3s -PROPOSED ELEVATIONS EL 14
22.35
SEE PLAN)
z
CO p
� X22.35 _ EXISTING SPOT ELEVATIONS
MATCH EXISTING I
AT R 1
BOTTOM
❑ 1
W
2
O
Z
❑
= PROPOSED CONCRETE SIDEWALKS AND PAVING (SEE DETAIL ON C6.0)
GRADES
4
DETENTION
4
z
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J CC m
Q
EL 12.0E
�J J
O m o
= PROPOSED ASPHALT (SEE DETAIL ON C6.0)
Oil
0
Z
0 LL co Q
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-
SECTION B B
5� SANITARY MANHOLE z - W - IL
` RIM EL.=15.53
`1�tb (B" PVC) E INV. EL.=8.13 C' NTS z 2 OW
�L6 h g�aa ylb(8" PVC) SE INV. EL.=8.00 TOP OF CURB J Q ~ J Q
'0�ry �j•4j ^� (8,. 551 NW INV. EL.=8.09 L 0 PAVED 1.00' LL O U)
h ,so ,s 4 w STORAGE 1.00' EXISTING 0 W o~
�,
A s� GRAPHIC SCALE o AREA /� z I. W
�S x 15.08 ry� w J VARIES SIDEWALK V♦ O � O 0
50 0 25 50 100 I 6.00' 8.00, S.00' s.00' � U) ti EL o
1 2 .x15.20 �� ,�h' � O¢
0.50% MIN. 13.5'-4.5'
7515.E .49 15.42 2 >_ w
p Z (SEE (� "Of
14 38C 15 031
15. TC g _o PLAN) MATCH EXISTING t 0 o
1 0 E 1V21 - I SIDEWALK GRADES
15:aa / 4 PARCEL S-3 ( IN FEET) � a_ z
� o_ � BOTTOM
1 inch = 50 ft. EL 14.0E 1 DETENTION 1 EL 14.00 no W26.02 ACRES±0 4 EL 12.00 4W
z z
as, -Note o L W C�
�� 91 x `; 41.4 Note N D
SECTION C-C w
x
'F' CONCRETE Z Z J
SIDEWALK
'>A i 9 � � � � I-_ NTS _
cn cn
x R X 1.00TOP OF CURB
> '' A g; 14.83 \ w w w PAVED C)S STORAGE ENCE
-DRAINAGE MANHOLE AREA 5.97'
RIM EL.=15.41 1.67' VARIES 8.00' VARIES 8.00' 4.00'
N N U) - 15.7E LPLP\ n4.zu trr \ BOTTOM EL.=1.41 0.50% MINA 8.2'-12.5' 37.T-43.6' EXISTING .
W W W 4" PVC PIPE ( ) 14.20 EP \ f• 41 (48" RCP) E INV. EL.=2.15 SEE PLAN SIDEWALK
\\a��
14.1E LP � t iy 0� Note •
14.52 •.° MATCH
�,• 4.5 CATCH BASIN EXISTING
x N x 16.20 HP \ TOP OF GRATE EL.=14.25
SIDEWA
14.63 HP ^ "` 49 1
BOTTOM ELNE IN WET DETENTION POND EL 14.0E L 14.0E GRADES
LK
4J � 14.73 EP ` \ `-, (48" RCP) NE INV. EL.=1.75
J 14.7E EP V -� °(48" RCP) SW INV. EL.=1.84 a BOTTOM
DETENTION
1 4.3 5 AC @ E O W 4 FENCE ON
14.69 CHAIN K Q EL 12.0E
"4 / BOUNDARY LINE
14.6E HP
1491
,2.9E SECTION D-D
M
v
1*N 14.1E LP \ r �, CATCH BASIN NTS
o
14.2E EP 14. TOP OF GRATE EL.=14.10 \ (N
O 14.2E EP �� BOTTOM EL.=1.01 11 ENCE R/W
o J 141 �, 1570 LP 1452 \(48" RCP) NE INV. EL.=1.98 C -1 TOP OF CURB EXIS G
\ RCP) SW PAVED 5.IS Q uj
Y� (48" RCP) NW IINV. EL.=1.86 ® � STORAGE 1.6T
W 2.60' SIDEWALK
w U / VARIES EL 16.5-17 2
JND s I AREA
- -- S , Note � IRON ROD 1.00' VARIES 6.00' 12.0'-16.0' 6.00' 6.83'
110 ° 1 SANITARY MANHOLE 0 (NO ID) Y -7.20
�• ^�• ^�• ^�• ^�• ^�• ^�• ^�• ^0. ^�• �. ^�• ^0• ^�• ^�• '�• ^�• ^�• ^�• ^�• ^0• "�• ^�._ 0.50% MIN. (SEE PLAN)
^� ^� ^0 ^� "� ^� "� ^� ^� ^� ^0 ^� S `a•r ' \ MATCH EXISTING
•k'_ } } } } } } } } } } } } } .} } ,} } } } } } } } } �,Note RIM EL.=15.15
5t ( PVC) NW INV. EL.=6.71 OADES
p� g 2e 15.4E (8" PVC) SE INV. EL.=6.57 �1 OF WAY A RIGHT
a
ate' �°� �� ate' o�' o�' ��' a� �• oa oa a � a a a a � a o� oa � }°` � 14.9i 02 s p 3 (MAX.)
° O \6' CHAIN LINK FENCE ,���,+ • . �} �} �} �} �} �} �} i\ �.} ry} �} �.} �} I R
5.5' EAST p'L ^ ^ ^ ^ ^ 02 EL 14.0E L 14.00
s�o I 1 1
BOTTOM
\`L��• . ' (` oF���� I W 1 4 DETENTION 4 O Z
14.51 \J >0 9�� EL 12.5E Q
4 `w` 15.7E LP ,569 Note C9
I A6
15. � ruCivu 5
> > > > > > > > > > > > > > > > > > > > > > > > > > > > -')N Roo SECTION E-E
NTS a
15.48 I D )
NOTE: SOD LIMITS OF ALL SECTIONS A -A TO E-E n Z
�9 S� t9 S� ..V S� .9 �9 c9• �9- �9• .9. S�- O�Gn 3
�• �- �- �' �' �' �' �' �y �F SANITARY MANHOLE
RIM EL.=14.83
��' > > > > > > > > �• > > > > > > > > > > > > > > > > > > > > > zf 021.
c�- c�• c�• c-�' c�- c�- c�- c�• t c�• c-�- c�- c�- c�- c�• c�• c�- c�- t-�- c�- c�- c�• c-�- c�- r'_ c�- c�- c�- c�- cat r, (8" PVC) NW INV. EL.=5.65
14.87 �, 1 (8" PVC) SE INV. EL.=5.58
�' X X X S J7 S •JT - 'JT X •X 7T •X X 'X X J7 X X X X X •Q '� X •X •X A_ '
fjCP �9- .9• �9- c9• �9- S�- 9• 9• S�- S>- t9- �9- �9- 9- S�- �9- t9- S�- i9. �9- 9. c9- �9• S7. J- t9- .9. ,
Note
CATCH BASIN
EXISTING USL VACANT �vv vvV
�S76'59'02"E - 51.28'(D&M) ORANGE AVENUE (STATE ROAD 68)
S76'58'58"E - 51.28'(FDOT)
F20� (FDOT R/W MAP PROJECT NO. 94070-2505)
ry 0 ND IR&C,
B (ILLEGIBLE) ��� �,� UTH RIGHT-OF-WAY LINEs
0.54'N.,0.17'W x moo, x x x
�. FDOT R/W PARCEL SKETCH (ORB 1596.
6.3 , Note 'S4s
6 8
Note 15.40 LP
Wote-
lir fI
�! 1
CURITY
ARTMS�y
1
y0
7
t1�
®�
Ara
0
SIDEWALK
Q
Ill 4.36 - v 02 ; �R9 TOP OF GRATE EL.=14.18 DRIVEWAY 0
o BOTTOM EL.=4.32
(' 15.06 CONCRETE
'002 6�5�,` SIDEWAL �36" RCP) SW INV. EL.=7.029 SECTION E-E °
11 .,���' �2X30p2 ?2 4 1 s CATCH BASIN NTS W LL
\�� �' �' �' �' �' �' �' �' i\ 74 6 TOP OF GRATE EL.=14.07
a
- Q�. �. �• ^D• ^0• ^0• ^-�• ^D• "�• ^D' "�' '`�' ^'�' "�' '`�' "� ^D. �. n�. i..�. ion. �. .,.�. �. �. �. �. �. �. �. O 1�02 14.5 BOTTOM EL.=4.32
W
} } } } } } } } } } } } } } } } } } } } } } } } } } } } n� \ (36" RCP) NE INV. EL.=7.48
1.`V`ti ��' �' ��' � ��' ..� �' �' 5 9�' -1- ' 48 (36" RCP) SW INV. EL.=7.24
� � � '`� h 5.04 14• S 14. °>
T' Note \ RAINAGE MANHOLE Q O
} �h ? W
I
RIM ELO
•.I�' 4. BOTTOM OM EL,=6.57
1�
x � ❑(36" RCP) E INV. EL.=7.28
16.7E /15�7E 15.7E 15.7E 15.74 15.09 �.� �1 i Q � �
/ F° 14. ( O
168 c I 30 Note I W � -
PREPARED BY
V`�' `�- `.�. `�. �. �. �. �. `�. `.�- `�. the .5
> > > > > > 0❑ SANITARY MANHOLE
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 6 6 6 6 6 6 6 6 6 6 A RIM EL.=15.12 CULPEPPER
Vr, cP- �' cP- �- �' �' cP• �• cP• �' cP- d cP- cP- �- cP• �- d- �- �- cP- d- d�- d• c9- �' cP- 6'- �- d'- �• cP- �• cP- �- �- d'- �• d'-I ! q �\ ■ H-
,��� (8" PVC) NW INV. EL.=LL t (8" PVC) SE INV. EL.= TERPEN I NG INC x O
• ,gyp ! I ! ! ! I I I ! ! I ! I I I > > ! I ! I ! I ! I I ! I I I / I 12X4, __ 1 ENT CREEK ENTRANCE" SIGN \\\1111111/�/// 14 O
,1,•W-• c� c�• c� c� c� c' r' c� c� r'• c� �' c� c� c� c� r'- c' r' c� c' c� c� c� r' c� c' .�- c' r' c�- c� r' .� r' c' �' c�' �' .� ; 4.6 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 \\\ QNEN S' C00A, U
F t ! t V t f f < t / t f t t t f i < t t t t ! t f i f f 1 h t f f f / t k•
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PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com �\ 5 ;'��CENSF •., .p /// U
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"STOP" SIGN \CTCH
STATE OF FLORIDA BOARD OF PROFESSIONAL BASI ENGINEERS AUTHORIZATION NO. 4286*: *' J
TOP OF GR _ No. 46557 = O I -
Note R x , BOTTOM F (n
14.936C ID L 5. 6�8s s3j 5.4E TOP OF V'E{L=
15.43TC Note 14. X. s x 3" RbUNC AS -BUILT INFORMATION ADDED TO THIS DRAWING BY:
4.6 0 75. %0 'k
14.2E EP Note I 12.0E `.s ^� 3a �s (4a" cP %�C'•, STATE OF ;'�
x1 14.1E LP 15.19BC 15.28 15' `� (48" RCP. THESE DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION S.-
PC
14.9naG 15.69TC 14596C 14.82 N5a OBTAINED BY THIS FIRM AND PROVIDED BY OTHERS UNDER MY ///��''•. ORIOP'.; C%�� DATE: MARCH 2O19
15.09TC �6 15.70 15.1 DIRECT SUPERVISION. THE HORIZONTAL CONTROL AND VERTICAL
WIDE CURB DATUM FOR THESE DRAWINGS HAS BEEN ESTABLISHED FROM
1s.32 4 �///IIIIIIII\\\� DRAWN BY: DAD
6' CHAIN LINK FENCE �h ^hh ^`'�h ^`' ^`' ^`' tih tihh� ,h ,`7hh �hh ^`' ,h ^`'hhh ^`'h ,hh ,'� ,,`7 �,h ^`'h ,h ,h ,h ^`'h ^`' „� ,h ,,h ,`, �`, �`, ta�6 x A INFORMATION SHOWN ON THE DESIGN ENGINEERS PLANS. THIS
^� � rr 6' 14.75BC
5.7' EAST �w �� �2> ��' �w �� �� �� �� �w ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. ��. 10. ��. ��. ��. ��. ��. ��. �� �� �`b ��' �'+ e 6 15.25TC �' OrO
} ry} �} }°` �� c� � ro N go ELECTRICAL PANELS SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE SET FORTH
} } } } } } } } } } } } } } } } } } } } } } } } k } } } } } } } } } } } } } } } BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYOR'S AND DESIGNED BY: SSC
CONCRETE SLABS F
�ti LIMITS 1 5 g L
5.25T 4• 1 E OF DRY NTRANCE ARM AND KEY. MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. FIELD
VERIFICATION IS REQUIRED PRIOR TO DESIGN AND OR CONSTRUCTION Stephen Cooper, P.E. #46557 CHECKED BY: CC
4.1 14 P 75 DETENTION
POINT OF 1 (`
AREA CATCH BA p p �
BEGINNING
LESS PARCEL
- ,k' x
'to x
,?A x�
DRY DETENT1ON AREA 0.274 At BOTTOM EL 12.0E
14.58BC
15.08TC
o
a
TOP of GRA :
BOTTOM EL.=-
(48" RCP) N IN
(48" RCP) S ,.
PERTAINING TO THESE IMPROVEMENTS. THE LAST DATE OF FIELD
WORK PERFORMED WAS 03-25-2021.
�245L�3i2
' �- x x 1
x x x"
1 �!
TOE OF BERM
S89'42's0�5"W - 1179.03'(D) S89'41 39 W - 1179.03
s Note /g '9
TOE OF BERM
o
Q
15 7 (17)
FOUND "SURVEY POI
�98
6' CHAIN LINK FENCE+,
TOP OF
�� 3 77 R Note
TOP OF BERM 6' CHAIN LINK FENCE
s
1�
DO NOT DISTURB PC
THOMAS P. KIERNAN, PROFESSIONAL SURVEYOR AND MAPPER
x
3.4' NORTH
XI ING FLU RM MEDIUM DENSITY RESIDENTIAL
__ __
�" 1.7' NORTH
h'
NO. 6199 C&T JOB #19-242
#8)
'FOUND
-0.5' WIDE BLOCK WALL
ON TOP OF BERM
m
EXISTING ZONING PD (CITY OF FT PIERCE)
0.5' WIDE BLOCK WALLS (ORB 2554,
ON TOP OF BERM WASTEWATER & LIFT STATION
�,
x x
Mug
x 15.64
5 8" IRON
ROD 0.32'N.,2.92'W.
EXISTING USE RESIDENTIAL
EASEMENT ORB 2227, PG 918
X
^�
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF FLORIDA
LICENSED SURVEYOR AND MAPPER
A SANITARY MAID'
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BYSTEPHEN COOPER P.E., SHALL BE WITF
HORZ. SCALE: 1 "=50'
VERT. SCALE NA
DRAWING NO.
C500
JOB NO.2018-118