HomeMy WebLinkAboutFence and Wall Plan FENCE CORNER PARCEL ID:4502-212-0001-030-0 INSTALL±16 LF 8'HIGH OPAQUE FENCE I APPROXIMATE LOCATION
STORM SEWER INLET TABLE 0.2'SE OF R ZONING: HIRD PER DETAIL ON SHEET 8 OF 14 I EX 12"DIP WATER MAIN I APPROXIMATE
5'CHAIN LINK FENCE INSTALL±147 LF LOCATION OF EX. 14" LEGEND
FUTURE LAND USE: RU w RECLAIMED WATER
(MEANDERS OVER 2) r 8'MASONRY LANDSCAPE WALL a CP�
FD 5/8"IR ° „ PER DETAIL ON SHEET 8 OF 14 A Ifl ,
BOT TOP BOTTOM BEGIN 8'MASONRY LANDSCAPE N68 44 58 E 149.00(D) � I� LIGHTS(BY OTHERS)
Structure Name STATION OFFSET RIM IN INV: OUT INV: WALL PER DETAIL ON SHEET 8 OF 14 NO CAP -PROPOSED
TYPE TYPE ELEV. Construct 68 LF GATE 5.52 N67°17'39"E 149.00'(C) 10'U.E. ". I
15"PERFORATED ADS HP @ 0.00% �� � � � � � � 50' I "� FLOW DIRECTION - �
CB-1 Type C USF 4155 6209 10+58.78 0.00' 5.13 1.50(SW) 0.50
IN EXFILTRATION TRENCH 10'LANDSCAPE BUFFER III �7 I I I DRAINAGE MANHOLE
1.50(NE) ( )
CB-2 Type C USF 4155 6209 11+72.50 0.00' 5.30 1.50 SW 0.50 -J � � I ENGINEERS Q SURVEYORS
1.50(SE) 5.52 END 8'MASONRY LANDSCAPE WAL U CATCH BASIN
/ °3 _ � x _ INSTALL _ I I III I � ENVIRONMENTAL
D I PER DETAIL ON SHEET 8 OF 14
U CB-3 Type C USF 4155 6209 14+41.86 0.00' 5.48 1.50(E) 1.50(NW) 0.50 / 6.00 5.00 I 6.00 5'SIDEWALK(TYP) 5.pp 23 I x * 06 I I O STORAGE UNIT COUNT 10250 VILLAGE PARKWAY
1.50(W) SWALE EL:5.45 (MAX 2%CROSS SLOPE) M.E.4.96 m
CB-4 Type C USF 4155 6209 16+15.19 0.00' 5.30 1.50(S) 0.50 / 6.00 5 87 5.91 5.51 5 38 1 ' M.E.4.88 // I M.E.5.21 I rn j SUITE 201
x ❑ EXISTING CONCRETE PORT ST. LUCIE, FL 34987
� / I a a INSTALL � � I
o CB 1.50 Type C USF 4155 6209 15+09.15 15.85' 5.35 1.50(N) 1.50(SE)) 0.50 / BUILDING"A" a a °o 5.41 5'SIDEWALK(TYP) I - a 772-462-2455
} / O I (MAX 2/o CROSS SLOPE) -
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m CB-6 Type C USF 4155 6209 14+96.87 45.93' 4.25 1.50(NW) 0.50 5 2,050 GSF o a 5.93 5 gp 5.81 °` 0 4.90 INSTALL DETECTABLE WARNINGS I 20 a PROPOSED CONCRETE
Q 5.52
� 5.52 (INCLUDES 250 SF INSTALL CURB 5.32 , PER FDOT INDEX 522-002(TYP) I 0
5.37 AND H.C. RAMP(TYP)EVERYWHERE
CB-7 Type C USF 4155 6209 13+66.53 0.00' 5.43 1.50(NW) 1.50(SW) 0.50 OFFICE AREA) 6.0o a STOPS(TYP) 5.57
O 1.50(E) FFE:6.00 5 93 INS ALL DETECTABLE WARNINGS ARE REQUIRED. I / F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935
/ 5.72 I 6.00 o a o 5.60 BIKE ACK 5 20 4 83 I ( IN FEET ) ❑ EXISTING ASPHALT L.B.CERTIFICATE OF AUTHORIZATION 8098
CB-8 Type C USF 4155 6209 13+66.53 33.85' 4.25 1.50(NE) 0.50 0 � I /
w 5.11 I 1 inch = 20 ft.
m Construct 85 LF 5.93 Construct 46 LF 5.35 /
QCB-9 Type C USF 4155 6209 13+66.53 100.79' 2.00 3.50(N) 4.50 18"PERFORATED ADS HP @ 0.00%' 6.00 0 o SEE SECTION SL-4 15"ADS HP @ 0.00% 5.35 BP: 10+00.00
= IN ATED ADS HP TRENCH 1.0�0 0.78/o I PROPOSED ASPHALT
U) CB-10 Type C USF 4155 6209 12+62.06 2.19' 6.04 1.50(NE) 1.50(SE) 0.50 f�- ti� ON SHEET 8 OF 14 0.75% L.P.5.13 0.5% o j o
z / 5.80 B-2 �� HP 5.24 0ti� 2�o El m
CB-11 Type C USF 4155 6209 13+04.66 -70.00' 5.40 1.50(SE) 1.50(NW) 0.50 / 010 / "- T --- L1 o m w z o
5.39 �Y 00 10+00 w z z = Q w
w a HP 5.70 5.44 EP: 17+07.22 � z r z Q
} CS-1 INSTALL CONTROL STRUCTURE PER DETAIL ON SHEET 9 OF 14 + 1L + I 5.09 INSTALL DETECTABLE WARNINGS I a LU o- Q � � � o
m H.P.5.68 LP 5.30 INSTALL PER FDOT INDEX 522-002(TYP) o o .5 J a n
o / SWING GATE � 'I I 5.15 AND H.C. RAMP(TYP)EVERYWHERE I I SURVEY NOTES:
a INSTALL±41 LF 5 94 (BY OTHERS) 5.98 o a 5.12 DETECTABLE WARNINGS ARE REQUIRED.I co
o SINGLE-FACED W-BEAM STEEL 5 20 - - o N
Q GUARDRAIL PER FDOT INDEX 536-001 / INSTALL T i 5.24 4.65 I I ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH rn
O HP 5.66 4.83
Q (SEE DETAIL ON SHEET 9 OF 14) O�\o EE SECTION SL-3 6.00 5 98 KEY BOXPAD PAD / PROPOSED a o I I AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.88)AND ARE
z INSTALL±317 LF / �`1 ON SHEET 8 OF 14 _ 15'U.E. I 4.57 I GIVEN IN U.S.SURVEY FEET UNLESS OTHERWISE NOTED.
N PARCEL ID:4502-212-0001-060-9 2'HIGH RETAINING WALL 5 88\ INSTALL --
INSTALL x I N.G.V.D29=N.A.V.D.88+1.5
o ZONING:HIRD (4:1 MAX SLOPE) 594 12x24 CODE s.00 6.0o L - 1 - a. 2 aAJ M.E.4.43 (MAX 2%CROSS SLOPE)
(SEE GRAVITY WALL COMPLIANT o X5�6 5.50 M.E.4.52 I I NOTE TO CONTRACTOR:
� FUTURE LAND USE:RU
o SCHEMATIC ON SHEET 9 OF 14) 6.00 n M.E.5.24
5.50 DUMPSTER HP 5.70 INSTALL GATE 6
a �G ,��,.', v INSTALL ROLLING ( Y OTHERS) Q s �O I I 1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEAD
w �^� 5 52 LP 5.43 5 94 %' ` GATE TRACK p UTILITIES TO BE COORDINATED WITH SERVICE PROVIDER
��' s' 1 �� 5.94 (BY OTHERS) I I PRIOR TO CONSTRUCTION.
�"� N Construct 91 LF
' CB-10 w I- 18"PERFORATED ADS HP @ 0.00% I I 16 I I 2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE
INSTALL±300 LF D� IN EXFILTRATION TRENCH : o I COMMENCEMENT.
0 8'HIGH OPAQUE 0 / i 5�95 i= APPROXIMATE L CATION I z
= 1 6.00 - EX 4"FORCE MAI I 3. CONTRACTOR TO REGRADE&SOD ALL DISTURBED AREAS. w
FENCE PER DETAIL r� i - o ,ri I �- I 4. THE PROPERTY OWNER,CONTRACTOR,AND AUTHORIZED
ON SHEET 8 OF 14 / / 6.00 1 't I , y?o I REPRESENTATIVES SHALL PROVIDE PICKUP, REMOVAL, o
-� co o II I AND DISPOSAL OF LITTER WITHIN THE PROJECT LIMITS zz
U / 5.50 I I 6.00 - O _ i y�6
I I AND SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE 9D
O 1 _ I AREA FROM THE EDGE OF PAVEMENT TO THE PROPERTY w
/ c 1 1- II I I LINE WITHIN THE STATE/COUNTY RIGHT-OF-WAY.
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U 5.52 6.00
ii
z ; ' Construct 105 LF ,
J 6.00 I 18"PERFORATED ADS HP @ 0.00% 5.40 (, I I m
IN EXFILTRATION TRENCH CB 11 CB 4 o N v I I
w LP 5.30
WE no L6
D_ PUMP HOUSE / Q�'� H.P.5.70 1, BUILDING"B" I i � CD M I' x
O BUILDING"C"
a F.F. EL:5.06' QJ 1 1-STORY 1=i 1-STORY • W - p2 s. lE
0 GPI 3,120 GSF co (0 5
-, 5,760 GSF I co I
i FIFE:6.00 i-i FFE:6.00 O I I
Q RETENTION AREA �5 i i=
LL TOB: 0.08 AC P� i c w
ow BOT: 0.01 AC ^per O I 131 I N I I I Q
24 1 U) I
INSTALL CONTROL STRUCTURE J O� I, O I I a10
o PER DETAIL ON SHEET 9 OF 14 co
��o BUILDING"F" I I �_� oLO
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a 1,440 GSF p 1; - o i BUILDING"D"
1-STORY
a 0° FFE: I I HP 5.70 1 4,800 GSF
6.00 I I
IL Z' Construct 90 LFFFE:6.00 0 o LO I p I Q Q
U) BEGIN 8'MASONRY LANDSCAPE i I 1 0 o rn
WALL PER DETAIL ON SHEET 8 OF 14 cv 18"PERFORATED RCP 0.00°/
@ ° � Construct 113 LF fnl I J �
1 6.00 6.0o I IN EXFILTRATION TRENCH ^
_ Construct 34 LF , 18"PERFORATED ADS HP @ 0.00% w I �7 �
SEE SECTION SL-2 z
U 15"ADS HP @ 0.00% 1 i EXFILTRATION TRENCH 0LL
LL C1
\ 1 I ON SHEET 8 O HP 5.66 00 m I ��� LL
O s ?00 CB-7 ' i LP 5.43 d O ❑ p66 V
z / 5.52 / \ of 6.00 0,82/ o I I �C 6 e \ ` U ~ o�ry I' m O O -� I I �+
w \ 6.00 ,�' e`�.� 5.90 1 O 1 1 G Q a C7 O D
a
SEE SECTION SL-1 S _1 I O Z I Z
U z 31 \ 6.00 6.00 i i ON SHEET 8 OF 14 _j
Q \ 4S HP5.74 O J 11 �. I O
o i �
o TOP OF 12"DIP \ \ S 0 `- i i I i I x
L d ELEV:0.87' \ \ �- \ So CB-8 C'vo Construct 75 L°F ,� I I 6.00 5 U r'j M = 0
CER NOT FOUND \ O h o 18"PERFORATED ADS HP @ 0.00/0 6.00 5 b, + I N m I U)
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\ \ IN EXFILTRATION TRENCH _ • •
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\ s CB 3 I APPROXIMATE LOCATION O�
FD 5/8"IR/C \ \ 0 Q
a a L64286 Construct 28 of C 300 \ \ \ 6.00 ! 130� II pWp C� -� Q I I EX 14"FORCE MAIN
o w W 0.56 18"CAP @ 0.00/o ` 20 WM AVM \ �� l / (------- ? �'��' -� 5.80 i I I I Q
LP 5.48
o \ \ \ 5 75 BUILDING"E" I I m C D I J
0 0 300 200 \ \' 1-STORY /0% �5 I' I -� D I APPROXIMATE CA
o \ \ 6.00 \ 3,120 GSF p II I I I LOCATION OF EX. 14" Q
Z \ LP 5.35 I' 1V C7 I RECLAIMED WATER
Z a
p o \ \\ \ �� Construct 74 LF HP 5.74 I O Z
a o WM \ 18"PERFORATED ADS HP @ 0.00% CB-5 O ags I I D z
w ApP \ IN EXFILTRATION TRENCH Or
3 z PARCEL ID:4502-213 0003 000-8 FD 5/8"IR/C \ �O \ F RoX/
o ZONING: HIRD L64286 ToF \ \ X UT/4�qTF( \
N w FUTURE LAND USE: RU \ \ TyF OCq �12 I M� /^ W
o U \ \ �SF�jFT/ON \ 5 75 INSTALL±5 LF Construct 32 LF II i W V U
� \ Nj / 8'HIGH OPAQUE 18"ADS HP @ 0.00% I Z
Ld
\ \ 6.0 FENCE PER DETAIL s I I I J
O ?00 \ 3 \ ON SHEET 8 OF 14 6.00 X� '
00 M\ AVM \ 6.00 6.00 I I I I I N
♦ ` 2�0� \ \ \ 5.50
s88° \ \ I I a
N 4133,300 \ \ \ h 1 4.00 I I x
z INSTALL±334 LF �3 \ \ \ 3.50 0 T
i z N8 ° 8 . \ \ B-6 " I I� Q 8'MASONRY LANDSCAPE WALL 9 39, OTC \ \ � 6.00 APPROXIMATE LOCATION
a PER DETAIL ON SHEET 8 OF 14 32" �eFgR� \ wM W� \ \ 5 75 II a' EX 12"DIP WATER MAIN
w RETENTION AREA 82 00�NG e'9S/ 1 \ 6. 2 I II
0 w TOB: 0.07 AC ) `s� F \ \ \ 4 00 v _ I RETENTION AREA
x \ \ \ 0o TOB: 0.14 AC
o BOT: 0.01 AC 3 I JONAH F WEAVER P.E. DATE
Lu \ \ Ss0 SO �2 I BOT: 0.01 AC #81297
c z \ \ \ B a x
300\ \ I1 a1 TOP OF 6"DIP I
LU
2 �8 �M ELEV:3.39' r
a 00 WM \ I REDUCER NOT FOUND
o z APPROX. LOCATION col
cD EX WATER LINE
o PARCEL ID:4502-213-0002-000-1 \ I 10250 SW VILLAGE PARKWAY-SUITE 201
Q
v o ZONING: HIRD \ \
2 I I PORT SAINT LUCIE, FL 34987
� o FUTURE LAND USE: RU \ \
OD A V 1772-462-2455
z II
Cr w 2.00 50
w z GRADE TO MATCH EXISTING
z w INSTALL±25 LF FpSFR j I I
z z \ \
o (4:1 MAX SLOPE)
8'HIGH OPAQUE Uq
= FENCE PER DETAIL ,(J I 19-236
p ON SHEET 8 OF 14 TOP OF 6"DIP I p
= END 8'MASONRY LANDSCAPE WALL
ELEV:1.74'
p w / PER DETAIL ON SHEET 8 OF 14
0 0 P.O.B. 9 50'
CD
Ln FD 1" IRON PIPE R6a
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