HomeMy WebLinkAboutSITE IMPROVEMENTSVICINITY MAP Not To Scale
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-47701
ITE IMPROVEMENTS
ST. LUCIE COUNTY, FLORIDA
MARCH, 2003
ENGINEER
0
ST PHEN COOPER, P.E. AND ASSOCIATES, INC.
209 N.E. SAGAMORE TERRACE
PORT ST. LUCIE, FLORIDA 34983
(772) 879-7779
OWNER
CLASSIC TRUSS COMPANY, INC.
GARY O. DRYDEN
3101 Industrial Ave.
Ft. Pierce, FI. 34946
(772) 466-7219
SURVEYOR
LAVENTURE and ASSOCIATES, INC.
PROFESSIONAL SURVEYING and MAPPING
CIVIL ENGINEERING COORDINATION
1898 S.E. PORT ST. LUCIE BLVD.
PORT ST. LUCIE, FLORIDA 34952
PHONE 772-398-6426
LANDSCAPE ARCHITECT
WI LLIAM A. FLINT, I I I
6 PALMETTO DRIVE
STUART, FL. 34996
ILE
INDEX OF
DRAWINGS
01 COVER SHEET
02 EXISTING CONDITIONS AND DEMOLITION PLAN
03 HORIZONTAL CONTROL PLAN
04 PAVING, GRADING, DRAINAGE AND UTILITY PLAN
05 PAVING, DRAINAGE AND UTILITY DETAILS AND SPECS
06 PAVING AND DRAINAGE DETAILS
ENGINEER'S
PROJECT
A9
OgNmlqos
N O `�\'-, 0 2.140
r
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
ST. LUCIE COUNTY PROJECT No.
, 2003
REVISION I DATE
ZONING: UZONING: IL
o'
o' - - - - -
-.-.-.-.-.-.-.-.-.- - - - -LAND-USE.- - - -- - - - - - - - - - -+ma- - - - --.-.-,_.-.-.-.-.-.-, _
--------------------SL. LEI CIE -COUNTY - - - - - - _ _
— — — — — — — — — — — — — — — — — — — — — — — — _+ — — — — — — — — — — — — -- — — — 0--
-'F
4CMPAPPROX. LOCATION OF EXISTNG _ _ _.4" PVC FORCE MAIN, LOCATION _.-.-.-.-.-.-.-.-.--.-.-._.- -.-.-. '�°'--.-.-.-.-.-.-.-.-.-.-.-T0. BE FIELD VERIFIED - +- - _ 2 2
-.-,- - -.- - p.z�
FM FM FM FM FM FM FM o FM a FM ''' FM
��yy. —4�' rt= R______________ A
_____________________ _______ ______ _____ v
------------------ - INDUSTIi�AL AVENUE ONE (PER PLAT) (100' RM) I I
—L— — — — —— — —— — o + 23352
II EXISTING FIRE HYDRANT EXISTING 24' PAVEMENT' 0h 25. 24'CMP 1
EXISTING 12" D.I.P. WATER MAIN--------------------�----------------�-------------------------'ti"�-----'`°---------- -- - ��---------'WM----
L----------------- ------NG12"--------�---- _----}--------------------- ---+ — 11
WM
WM ��WM WM \`JM �.' WM WM WM WM- o �.� WM °y �� i `♦� i ♦♦ �'�/ J
` EXISTING ` EXISTING ♦ EXISTING i p0+ + ° ro° E�ISTI G DIXISTING a` °
EXISTING SWALE 50, '� p"� O * ,5
�NTRANCF� 'y IENTRANCf# ♦�ENTRANCE� - - -_ -ryas - - - - - - - �ro°_ _ - _ - - - . - . -.'n 7°_ . _ . 9 _ _ ENT
CE _ _ _ EIITRAf(CE
- . - . - . - . - DRIVE DRIVE I DRIVE I - _ - tio- .- . -6 - - „J�, - U RIV
— — — - — N00'47 1 183.0 — +— b DRIv /
9 H H H
- OHu—oHu-----r---O�1,�-Ho— —t�H., cH� aH rl
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EXISTING LIGHT POLE No PK�olsc j
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EXISTING SWALE
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ZONING: IL
3 LAND USE: INDUSTRIAL I 3
BLOCK 3 °
� FMC TECHNOLOGIES INC. I h5 ^0m I
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V) EXISTING 24• CMP
ZONING: IL
CHANDLER EQUIPMENT COMPANY
ZONING: IL
LAND USE: INDUSTRIAL
FRASER & WEBB HOLDING
COMPANY, INC.
EXISTING LIGHT POLE
FND #5 RBcG y ry°e° � ry°'°^
3333 + o oay
0
:ry gh}}gyo +' °° NOO'47'10"W d
ry° oi. ——•——
X X
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BLOCK 3
LOT 2
ZONING: IL
LAND USE: INDUSTRIAL
FMC TECHNOLOGIES INC.
a� 183.04
{ X �4T^
H 0fi
EXISTING B ILDING
(TO REM N) Ln
(3848 s n
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PARCEL I.D. #
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LOT 18 - 1429-501-0042-000-4
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LOT 19 & 20 - 1429-501-0043-000-1
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LOT 2 - 1429-501-0025-000-9
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o 50'
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—� IEXISTIN� _- --- �`- e-- �'a b sY• i s'-•--•--•-Ta• g.
�IEXISTINGI�NTRANCAy ."a- _ - Hu--.--. ..�H o�--�kl WM H° WM 69,E�H WM¢ry---li
WM iFNTRANI'F= WM nR1VF WM -WM WM WM �♦ + WM XISMTIN
i� DRIVE ♦♦ / ♦♦ ,y i EXISTING .♦ ryy y� EXISTING. LIGHT POLE EXISTI G FIRE,ENTRAN(
�� ♦� �� , °'� ENTRANCE DRIVE ♦� ry, EXISTING LIGHT P LE _ o __-HYDBA1 T _�__-DRIVE
------------------------------r---------F----------------------------- -----`----------------------------- ------ VI\IYL-
------------------------- --y'V) yry
- ry o ry° le INDUSTR AL 37 t STREET _
EXISTING 24' PAVEMENT ry - - - - - �- -
ry� oa INDUSTRIAL "EN E FOUR (PER PLAT) (SW RAN)
° ^' ----------------
1----------------------------------------- -------------------------------------.—cam__----_------tv------_—__---_----__--_
SS SS SS SS SS p SS SS ♦ SS SS SS
EXISTING i EXISTING i
FUTUR GRAVITY SEWER
1 DRIVE SYSTE BY OTHERS i NDRIVECE - -
FUTURE SAN. FUTURE SANITARY FUTURE SAN.
FUTURE 8" PVC GRAVITY MANHOLE, INV. EL. SEWER SERVICE,
PROPOSED SAN. MANHOLE SEWER MAIN PER ST. LUCIE 13.33, BY OTHERS TYPICAL, BY OTHERS MANHOLE, INV. EL.
COUNTY UTILITIES 11.68, BY OTHERS
DEPARTMENT, BY OTHERS '..
PROPOSED
BUILDING 3,000 SF
MAX HEIGHT 14'-6"
pa + + i
ao rye
g.
In
6
00
ZONING: IL IN
LAND USE: INDUSTRIAL
BEYEL BROTHERS CRANE & RIGGI
EXISTING LIGHT POLE
EXISTING SHELL
ROCK
RELOCATE FENCE TO EAST
PROPERTY LINE,
126.7--
19T1
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A� 68.3,
4
6 I a9m
ry —X —% —X X x —X X r.
END #51R&C------------------------------ --
NO ID
EXISTING 8" D.I.P. +'�
ZONING: IL
LAND USE: INDUSTRIAL
HART
ZONING: IL
LAND USE: INDUSTRIAL
LEY ACQUISTION COMPANY
EXISTING
BUILDINGS TO B o ry
DIMUMIGn_ +"
- EXISTING
CONC (TYP)-
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ph
a0
° ° ry
120.6
I I EXISTING
EXIST4,805 SING 6I CONC (TYR
-- -- TO REMAIN
o
-------- rye.
EXISTING
BUILDINGS TO BE
EXISTING SHELL\ REMOVED
ay ROCK
51.2
ry
65.0 C'Y�
X X X X X —X!-X -�X —X X—X X —X--X X�°
ZOl:
ING. IL
LAND UINDUSTRIAL
MOLDAVIA RBLE & TILE INC.
ZONING: IL
LAND USE: INDUSTRIAL
MOLDAVIA MARBLE & TILE INC.
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FUTURE SAN.
MANHOLE, INV. EL.
10.80, BY OTHERS
I
AXISTING MANHOLE
NV. 10.60
ry -1-�—25.00 j
— L=39.26'
ss �89'59'15P'
rya�ry I ry �' I I
IFNa-ag&Disc
EXISTING GRAVITY
SEWER SYSTEM
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EXISTING GRAVITY
SEWER SYSTEM
NORTH
40 20 0 40
GRAPHIC SCALE
SURVEY LEGEND
A = CURVE CENTRAL ANGLE
R = CURVE RADIUS
L = CURVE LENGTH
17.9' = ELEVATION (TYPICAL)
IR = 5/8-IRON ROD
CM = CONCRETE MONUMENT
IP = IRON PIPE
N&D = NAIL AND DISK
P.L.S. = PROFESSIONAL LAND SURVEYOR
P.S.M.= PROFESSIONAL SURVEYOR & MAPPER
P.B. = PLAT BOOK
R/W = RIGHT-OF-WAY
ORB = OFFICIAL RECORD BOOK
PG. = PAGE
NO. = NUMBER
TYP. = TYPICAL
U.E. = UTILITY EASEMENT
OHU = OVERHEAD UTILITY
OO = BELLSOUTH TOWER
= CABLE BOX
fa = WOOD POWER POLE w/ GUY WIRE
pd = WATER VALVE
= FIRE HYDRANT
U/G = UNDERGROUND
D.B. = DEED BOOK
ELEV = ELEVATION
INV = INVERT
RCP = REINFORCED CONCRETE PIPE
CMP = CORRUGATED METAL PIPE
G = CONCRETE POWER POLE
TOB = TOP OF BANK
FND. = FOUND
IR&C = IRON ROD & CAP
NGVD = NATIONAL GEODETIC VERTICAL DATUM (1929)
O = SET #5 IR & CAP 5209
D.E. = DRAINAGE EASEMENT
-X- = 6' CHAIN LINK FENCE
LEGEND:
5
1
EXISTING ELEVATION
ry
+
FM
EXISTING FORCE MAIN
WM
EXISTING WATER MAIN
ss
EXISTING SANITARY SEWER
oHu
EXISTING OVERHEAD UTILITIES
F- ��
EXISTING BUILDING TO BE REMOVED
L�N
EXISTING CONCRETE TO BE REMOVED
SURVEY NOTES
1. Underground improvements and foundations were not located as part of this survey.
2. Bearings shown hereon are based on the West line of Lot 2 bearing North 00.47'10"
West, per plat and as monumented, and all bearings are relative thereto.
3. The subject property is in Flood Zone X.
4. All boundary dimensional information is plat and calculated unless specified otherwise.
5. Lands shown hereon were not abstracted for easements, setbacks, reservations and
right-of-ways appearing in the Public Records.
CALL 46 HOURS BEFORE
YOU DIG IN FLORIDA
1-800-432-4 ■ ■ 0
ITS THE LAWI
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
Engineer's Project No. 02121
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DRAWING NO.
Of 6
2003
ZONING: IL
CHANDLER EQUIPMENT COMPANY
FND #5 IR&C
3333 --\
PROPOSED
BUILDING 3,000 SF
MAX HEIGHT 14'-6"
ZONING: IL
LAND USE: INDUSTRIAL
BEYEL BROTHERS CRANE & RIGGI
17
ZONING: IL
LAND USE: INDUSTRIAL
FRASER & WEBB HOLDING
COMPANY, INC.
N00"47'10"W
------------------�
---------------------
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p 152,94
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20' WIDE x 80' CONCRETE
LOADING ZONE
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EXISTING SHELL
p
ROCK
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BLOCK 3
LOT 2
ZONING: IL
LAND USE: INDUSTRIAL
FMC TECHNOLOGIES INC.
PARCEL I.D. #
LOT 18 - 1429-501-0042-000-4
LOT 19 & 20 - 1429-501-0043-000-1
LOT 2 - 1429-501-0025-000-9 I
183.04' _ 549.31'
-x x xx x xxx- -x xx x x x x xxx x xx x
--18 4 �----- 16.8 � 9.21 --6�-9 ---
--------
9.5 EXISTING BUILDII
+------- o (TO REMAIN)
II EXISTING BUILDING ( I (1536 sf)
(TO REMAIN) Ln
I; (3848 sf) N--
II 65.1
III Ln
I19.4 EXISTING SHELL
00
ROCK
1 120.6 PROPOSED
I
L `"`�"�•�`� ADDITIONAL
E T G EXISTING BUILDING BUILDING m
N (T ) I �— 4,805 SF 12,65 SF TO REMAIN TOTAL 1,7,500 SF
-- --- - - _ /-7-7-7_T7
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(Ty
-xx
- 98.2
NI I7.9
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110.53'
PROPOSED
BUILDING
680 SF 90,75'
E ISTIIJIG SCALE
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X
2 O ERP ANG, I w
..... 3i1131,3 i f Rt'K [ fG;, t ...... -si3 I 1 1" , ....... •I.. 3 ,3;,: ;
RKI G,
,.. 1 - .. lil sy;
..... 13 N.. 13 3� 1 3-.-...... 13�:: ., iII .: ....... ...!,.. �.. ':; is ... ..,3, .' -
FND #5 IR&C ..... ,3;,3 :. ._, ., L...., , �,,, Ih,••; '+ ........ ..., is .. .. -_ -_ ';-.' ,. �;-:... ..
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NO ID 3 jl3 i ...... - 'y'13......
PROPOSED DRY--— ----- 1 ------ ----- --- ----- �' / I
n — — 1J i 1' — — — LANDSCAPE BUFFER c�I —
DET€NTONAREA-- — ---- , 1 ----- -- -- ---
M --
L.. " — 'OV RH G -- i
— — ----TExISTING7— — — \ S00047'09"E 924.02'
ENTRANCEt
/ DRIVE .' EXISTING o
ENTRANCE DRIVE �`l
.01,ExISTING 24' PAVEMENT INDUSTRIAL 31 t STREET - -_
- - - -
_--
INDUSTR AL AVENUE FOUR (PER PLAT) (80' Im
----------------------------- ; ---------------------------------------------------
EXISTING /� �\ EXISTING /�
`�NTRANC� fNTRANCV
-- DRIVELDRIVE�--_
ZONING: IL
LAND USE: INDUSTRIAL
HART
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA
1-800-432-4770
IT'S THE LAWI
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
ZONING: IL
LAND USE: INDUSTRIAL
ASHLEY ACQUISTION COMPANY
SURVEY NOTES
1. Underground improvements and foundations were not located as part of this survey.
2. Bearings shown hereon are based on the West line of Lot 2 bearing North 00.47'10" West,
per plat and as monumented, and all bearings are relative thereto.
3. The subject property is in Flood Zone X.
4. All boundary dimensional information is plat and calculated unless specified otherwise.
5. Lands shown hereon were not abstracted for easements, setbacks, reservations and
right-of-ways appearing in the Public Records.
LEGAL DESCRIPTION - PROPOSED SITE
LOT 2, 18, 19 AND 20, BLOCK 3, ACCORDING TO THE PLAT OF AIRPORT
INDUSTRIAL PARK, UNIT ONE, AS RECORDED IN PLAT BOOK 12, PAGE 40 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 4.87 ACRES, MORE OR LESS.
ZONING: IL
LAND USE: INDUSTRIAL
-DAVIA MARBLE & TILE INC.
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R=25.00
L=39.26'
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A 89"59'15"
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FND PK&DISC
2391
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - I I
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LAND USE: INDUSTRIAL
MOLDAVIA MARBLE & TILE INC.
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30 15 0 30
GRAPHIC SCALE
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SURVEY LEGEND
A =
CURVE CENTRAL ANGLE
R =
CURVE RADIUS
L =
CURVE LENGTH
17.9' =
ELEVATION (TYPICAL)
IR =
5/8" IRON ROD
CM =
CONCRETE MONUMENT
IP =
IRON PIPE
N&D =
NAIL AND DISK
P.L.S. =
PROFESSIONAL LAND SURVEYOR
P.S.M.=
PROFESSIONAL SURVEYOR & MAPPER
P.B. =
PLAT BOOK
R/W =
RIGHT-OF-WAY
ORB =
OFFICIAL RECORD BOOK
PG. =
PAGE
NO. =
NUMBER
TYP. =
TYPICAL
U.E. =
UTILITY EASEMENT
CHU =
OVERHEAD UTILITY
OO =
BELLSOUTH TOWER
4 =
CABLE BOX
,..sa., =
WOOD POWER POLE w/ GUY WIRE
(] =
WATER VALVE
=
FIRE HYDRANT
U/G =
UNDERGROUND
D.B. =
DEED BOOK
ELEV =
ELEVATION
INV =
INVERT
RCP =
REINFORCED CONCRETE PIPE
CMP =
CORRUGATED METAL PIPE
d =
CONCRETE POWER POLE
TOB =
TOP OF BANK
FND. =
FOUND
IR&C =
IRON ROD & CAP
NGVD =
NATIONAL GEODETIC VERTICAL DATUM (1929)
0 =
SET #5 IR & CAP 5209
D.E. =
DRAINAGE EASEMENT
-X— =
6' CHAIN LINK FENCE
LEGEND:
3133IIII11!'5? PROPOSED PAVEMENT
1 CONSTRUCT STOP BAR AND 24" STOP BAR
PROPOSED SIDEWALK
PROPOSED SHELL ROCK
PROPOSED LANDSCAPE/SOD AREA
Engineer's Project No. 02121
REVISION I DATE
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REVISION
DATE
ZONING: IL
LAND USE: INDUSTRIAL
ZONING: IL FRASER & WEBB HOLDING
CHANDLER EQUIPMENT COMPANY COMPANY, INC.
EXISTING LIGHT POLE
7,33433
#5 IRIC h 1°11�1 PROPOSED
OTHERS)
POLE
°+ +' AN00°47'10"W
BLOCK 3
LOT 2
ZONING: IL
LANE USE: INDUSTRIAL
FMC TECHNOLOGIES INC.
183.04r
X X X X X�
PARCEL I.D. #
LOT 18 - 1429-501-0042-000-4
LOT 19 & 20 - 1429-501-0043-000-1
LOT 2 - 1429-501-0025-000-9
PROPOSED LIGHT POLE + oe EXISTING
/(BY OTHERS)54-9.31, LIGHT POLE
!/ �h
1�5� — — 18.50 o u 8 4------ BUI DING 16 8 vl ly g.2 ij� EXISTING BUILDIN �y7.9
,'+ r I --
- — G
_ - (TO REMAIN) Ln i 7,9
o� ,$ EXISTING(1536 sf) CN
�---------20—
Y18.5o _ 20.4 (TO REMAIN) F.F.E. I
( o � � ---I-1 12" STABILIZED ROCK
/ 20.2 w I � (3848 sf) i �- - �__ 65 1 J MATCH EXISTING GRADES
A-*J F.F.E. 20.0
/ REGRADE THIS AREA
F 20.5 I19.4 EXISTING SHELL
f 18A0 ° QDRAINAGE BASIN LINE ROCK AS REQUIRED TO
y� 20.2 MAINTAIN
EXISTING
NG E
} W 21.00 J 21.00 NORTHWEST SLOPE
0_
{
PROPOSED- ' -- -
BUILDING 3,000 SF t �T o z 1.30
� OI
MAX HEIGHT 14'-6" ° O F + ti° ZL
zl ---------------Z:�_:Z=--96 Ow — — PROPOSED
10 + + a w I EXISTING SHELL I 20.6 PROPOSED
BUILDING
R/ cK = x I ADDITIONAL I ST G 680 SF
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA
1-800-432-4770
IT'S THE LAWI
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
IR = 5/8" IRON ROD
CM = CONCRETE MONUMENT
IP = IRON PIPE
N&D = NAIL AND DISK
P.L.S. = PROFESSION L LAND SURVEYOR
P.S.M.= PROFESSIONAL SURVEYOR & MAPPER
P.B. = PLAT BOOK
R/W = RIGHT -OF- AY
ORB = OFFICIAL RECORD BOOK
PG. = PAGE
NO. = NUMBER
TYP. = TYPICAL
U.E. = UTILITY EASEMENT
OHU = OVERHEAD UTILITY
OO = BELLSOUTH OWER
= CABLE BOX
�m = WOOD POWER POLE w/ GUY WIRE
= WATER VALVE
= FIRE HYDRA qT
U/G = UNDERGROU D
D.B. = DEED BOOK
ELEV = ELEVATION
INV = INVERT
RCP = REINFORCED CONCRETE PIPE
CMP = CORRUGATED METAL PIPE
rf = CONCRETE POWER POLE
TOB = TOP OF BA K
FND. = FOUND
IR&C = IRON ROD CAP
NGVD = NATIONAL ilEODETIC VERTICAL DATUM (1929)
O = SET #5 IR qC CAP 5209
D.E. = DRAINASEMENT
-X— = 6' CHAIN LI K FENCE
NORTH5
30' 15' 0 30,
GRAPHIC SCALE
CONSTRUCT PROJECT SIGN LOCATION
(PROPOSED SIGN SHALL BE SET BACK A
MIN. OF 18" INSIDE THE PROPERTY LINE,
SHALLBE A MAXIMUM OF 30' HIGH AND
HAVE A MAX. OF 552 SQUARE FEET)
tSAW-CUT AND MATCH EXISTING
PAVEMENT
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INV. 18.05 (OVERALL LENGTH 56')
o° £;
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EXISTING FIRE
_---YDRANT------A 89*59'151
CONNECT TO FUTURE 6" tio�oC� i o
511 �' FiVD PK&DISC
`L°I '391 I EXISTING GRAVITY
SEWER SYSTEM
Ss
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FUTURE SAN. oo�T
MANHOLE, INV. EL. _ --� }
I I EXISTING GRAVITY
11.68, BY OTHERS--_-------1 I SEWER SYSTEM
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LEGEND:
ti5
EXISTING ELEVATION
FM
EXISTING FORCE MAIN
wM
EXISTING WATER MAIN
ss
EXISTING SANITARY SEWER
oHu
EXISTING OVERHEAD UTILITIES
PROPOSED PAVEMENT
PROPOSED SIDEWALK
PROPOSED SHELL ROCK
PROPOSED LIGHT POLE (BY OTHERS)
21.60$
PROPOSED FINISHED ELEVATION
PROPOSED LANDSCAPED/SOD AREA
Engineer's Project No. 02121
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REVISION I DATE
FINISHED MAXIMUM TRENCH WIDTH
GRADE 2 x PIPE DEPTH + W
-77
w PLACE AND COMPACT a ¢ o z
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kMAX. WIDTH k
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MAX. MAX.
INVERT J�
1 2 PIPE "O.D."
HAND PLACED LOWER QUADRANT TO BE
SELECT MATERIAL SHAPED TO RECEIVE PIPE
BELL AND BARREL
NOTES
1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS
OF THE FLORIDA TRENCH SAFETY ACT.
2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12' ABOVE
THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED
TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED
BY AASHTO METHOD T-99.
TYPICAL TRENCH DETAIL
N. T. S.
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA
1-800-432-4770
IT'S THE LAWI
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
BY OTHERS LIMIT OF UTILITIES _ BY
AUTHORITY INSTALLATION
OS&Y GATE
90'
FLANGE/FLANGE
ELBOW
PLAN
- OS&Y GATE VALVE
S7RAINACKFLOW
PREVENTER
PROFILE
WATER MAIN
DOUBLE STRAP
SERVICE SADDLE
CORPORATION STOP 1" POLYETHYLENE
SERVICE LINE
2"x 4" TEMPORARY MARKER
(PAINTED BLUE)
// AFORD CURB STOP
_ FINISHED GRADE
1" POLYETHYLENE
2 SERVICE LINE
NOTE.*
- AFTER TESTING REMOVE 1" P.E.
LINE AND CAP IMTH BRASS
PLUG AT CORPORATION STOP.
12" SPOOL
90'
FLANGE/FLANGE
ELBOW
12 -MIN FINISHED
i6"MAX. GRADE
NOTE
LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE.
WATER METERIBACKFLOW PREVENTER ASSEMBLY
DOMESTIC SERVICES (METER SIZE__> J")
(N. T. S.)
�- CORPORA DON STOP
FORD F1102 OR
APPROVED EQUAL
STAINLESS STEEL DOUBLE
STRAP SERVICE SADDLE
W714 I.P.T.
WATER MAIN
BACTERIOLOGICAL SAMPLING POINT DETAIL
(N.T.S.)
2'x2'xl2' SLAB
POURED TO GRADE
IN UNPAVED AREAS
6"-45' P.U.C. ELB01
87x6"-45' P.V.C. WYE
0
N
2'- D.
CLEANOUT FRAME &
COVER U.S. FOUNDRY
OR APPROVED EQUAL.
6" P.V.C.
PLAN
TERMINAL CLEANOUT DETAIL
(N. T. S.)
PLUG
1" POLYETHYLENE
TUBING SERVICE
WATER MAIN
CORPORATION
R/W
a VARIES
STAINLESS STEEL 1
DOUBLE STRAP
SERVICE SADDLE
R/W
FINISHED GRADE
r WATER MAIN
:g
M
ROME TYPE
METER BOX
BY FPUA
FORD ANGLE
METER VALVE
1" POLYETHYLENE OR APPROVED
TUBING SERVICE EOUAL
FORD MODEL F1102
CORPORAT7ON STOP
OR APPROVED EQUAL
STAINLESS STEEL DOUBLE
STRAP SERVICE SADDLE
WITH I.P. THREAD
N01E5:
1. BLUE 12 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SERVICE LINE.
2. WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL IN-
STALLED WITHIN 4" DIA. CLASS 200 PVC CASING PIPE.
J. 3/4" METER SIZES SHALL REQUIRE FORD ANGLE METER VALVE MODEL NO. KV63-342W OR
APPROVED EQUAL.
TYPICAL SINGLE WATER SERVICE CONNECTION
(N. T. S.)
FINISH GRADE
z - .
6" MIN.
CAST IRON VALVE
BOX & LID -�
(USF 7630 OR
APPROVED EQUAL)
1
1'
1
1 #4 REBAR
CONCRETE COLLAR
SCREW CAP/PLUG
RISER
45' PVC ELBOW
45' PVC WYE
21
20
19
18
17
16
15
0 20
SECTION A -A
31 st STREET
RIGHT OF WAY
22
21
20
19
18
17
16
15
—----------
PVC (MIN.)
1 �
---------�Qo ooSo �
PVC CAP
00
AT TERMINUS o 000 cQ` MINIMUM 6"
COMPACTED 3/4 ROCK
NOTE: CLEAN/OUT ASSEMBLY SHALL BE INSTALLED AT MAXIMUM 75 FT. INTERVALS,
(INCLUDING VERTICAL DROPS TO MAIN AND RISER), AND TERMINAL POINT OF
THE UTILITY DEPARTMENT'S RESPONSIBILITY.
3'T--
STANDARD SEPARATION FOR WATER
& SANITARY SEWER CONFLICTS
1. Sewers and force mains should cross under water mains whenever possible. Sanitary
In cases where it is not possible to maintain a 10-foot horizontal
separation, the
sewers, force mains and storm sewers crossing water mains shall be laid to provide
water main must be laid in a separate trench or on an undisturbed
earth shelf
a minimum vertical distance of 18 inches between the invert of the upper pipe and
located on one side of the sewer or force main at such an elevation
that the bottom
the crown of the lower pipe whenever possible.
of the water main is at least 18 inches above the top of the se
er.
Where sewers and force mains must cross a water main with less than 18 inches
Where it is not possible to maintain a vertical distance of 18 inc
es in parallel
vertical distance, both the sewer and the water main shall be constructed of ductile
installations, the water main shall be constructed of DIP and the
sewer or the force
iron pipe (DIP) at the crossing. (DIP is not required for storm sewers). Sufficient
main shall be constructed of DIP with a minimum vertical dista
ce of 6 inches.
lengths of DIP must be used to provide a minimum separation of 10 feet between
(DIP is not required for storm sewers). The water main should
always be above
any two joints. All joints on the water main within 20 feet of the crossing must be
the sewer. Joints on the water main shall be located as far apart
as possible from
mechanically restrained. A minimum vertical clearance of 6 inches must be main-
joints on the sewer or force main (staggered joints).
tained at all crossings.
3. All DIP shall be class 50 or higher. Adequate protective measures
against corrosion
All crossings shall be arranged so that the sewer pipe joints and the water main
shall be used as determined by the design engineer.
pipe joints are equidistant from the point of crossing (pipes centered on the crossing).
4. Maximum obtainable separation of reclaimed water lines and domestic
water lines
Where a new pipe conflicts with an existing pipe with less than 18 inches vertical
shall be practiced. A minimum horizontal separation of five fe
(center to center)
clearance, the new pipe shall be constructed of DIP and the new pipe shall be
or three feet (outside to outside), shall be maintained between
reclaimed water
arranged to meet the crossing requirements above.
lines and either potable water mains or sewage collection lines
A minimum vertical
clearance of 18 inches must be maintained between reclaimed
water lines and
2. A minimum 10-foot horizontal separation shall be maintained between any type of
potable water mains or sewage collection lines. At crossings, provisions
of FAC
sewer and water main in parallel installations whenever possible.
Rule 17-604 and 10 States Standards apply.
30' SEED, FERTILIZE AND MULCH
MIN. EL. 20.0
4 4
--- -
1
MATCH E
ISTING
GRADE Ccp
RNV
` /PROPERTY LINE
21 21
20 20
19 19
18 18
17 17
16 16
15 15
HKUHLK I Y LINt I 3U JCtU, rtK I ILiGC ANU MULUM
1.
MIN. EL. 2 .0 MIN. EL. 20.20
1
1GRADE
40 0 20 40
SECTION B-B
SOD ALL CONSTRUCT CHAIN LINK FENCE
DISTRURBED SEED, FERTILIZE
AREAS AND MULCH
TY
E F C
RB
X.
-----
- -
EXISTIN
PAVEMENT
I
�—
ROPERTY LINE
OF REGRADED
SWALE
0
20 SECTION C4C
Rounded Concrete Top
8' Long x 8" Dia.
Steel Pipe Filled with
Concrete (See Notes)
24" Dia. Concrete
Base
PROFILE
NOTES:
1. The minimum wall thickness of the pipe shall be 0.188".
2. All posts shall have 2 coats of primer and 2 coats of Yellow top coat, unless
otherwise noted.
3. The primer coat shall meet the requirements of FDOT 971-5.
4. All concrete shall be FDOT class 1.
S" PIPE BOLLARD DETAIL
N.T:S.
1 /4"R
1/2" Pre -molded
Expansion Joint
Material
EXPANSION JOINTS
1/4"R 1/2"
(TYp.) d/4
�d
3/16" Saw Cut Joint
Maybe Substituted
CONTRACTION JOINTS
see plane for width
3000psi Class I Concrete
4" SI`o1
-; Compact Subgrade to 95%
of the Maximum Density as
Determined by AASHTO T-99
TYPICAL SIDEWALK N.T.S.
,:PJ
22
21
20
19 SCALE: HOR. 1" = 10'
18 VERT. 1" = 5'
17
16
15
8.,
2 R Joint Seal
3/4"R
d- ... .. ..: ... .....
co
..... .......::
�- -'---.....'..'::
n
1/2" Expansion Joint
& Preformed Joint Filler
SECTION VIEW
NOTES:
1. Saw cut contraction joints on 10' centers max. within 48
hours after pouring curb.
2. All materials and construction shall be in accordance with
FDOT Specifications Section 520 and FDOT Roadway &
Traffic Design Standards index number 300.
FDOT INDEX 300 TYPE "D" CURB
24'
Type 1 Concrete
(See Specifications) 6
\ 2"R
1 3"R 3/4 R
6" Min.
a 7 1/2" Std.
j A.
8"
NOTES: SECTION VIEW
1. Saw cut contraction joints on 10' centers max. within 48
hours after pouring curb.
2. All materials and construction shall be in accordance with
FDOT Specifications Section 520 and FDOT Roadway &
Traffic Design Standards index number 300.
3. When used on high side of road, the cross slope of the
gutter shall match the cross slope of the adjacent
pavement and the thickness of the lip shall be 6", unless
otherwise shown on plans.
FOOT INDEX 300 TYPE F
CURB & CUTTER
21
20
19
18
17
16
15
60
1
2
3
4
5
6
7
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Engineer's Project No. 02121
M
2140
DIMENSIONS & QUANTITIES
D
X
A
B
C
E
F
G
M
N
GRATE SIZES
CONCRETE (Cu. Yds)
SODDING (Sq. Yds.)
Single
Pipe
Doubt
Pipe
Triple
Pipe
Quad
Pipe
Standard
WeightPipe
Extra
Strong Pip
Single
Pipe
Doubt
Pipe
Triple
Pipe
Quad
Pipe
Single
Pipe
Doubt
Pipe
Triple
Pi a
Quad
Pipe
15
2-7
2.2
4.09
B.JB
4
B
1.22
4.63
7.21
9.7
12.3
1.19
0.76
1.16
1.54
1.94
a
11
12
1B
2-10
2.38
T46
9
T41
4.92
7.75
10.58
13.42
1.21
0.85
1.20
1.71
217
9
1
13
24
3-5
253
a
9.71
'e
11
1.73
5.5
1
15.75
1.25
1.02
1.5B
2.
1
13
15
Ws4-3
2.70
9.25
11.95
9.03'
13'
200
B.OB
10.33
lASB
19.83
1.29
2
1.2J
1.88
0
12
14
15
17
38
5-1
2.8
1.J
15
224
8.8
11.75
16.113
21.92
1.
2
1.40
2.30
3.33
4.24
13
is
17
20
42
8-0
3.05
13.3
18.42
17
245
7.25
1A 5
19.25
25.25
1.3
2
3
1.60
4.04
5.28
4
17
19
22
4B
8-9
3.22
15.43
Is85
15.03
1B'
265
7.83
14.58
21.33
6.OB
1.42
2
3
1.87
4.
0.14
15
10
21
24
54
-8
3,39
17.49
20.86
17.03
21
2B3
BA
18.08
7
31.42
1.48
3
203
37B
5.54
7.28
17
20
23
27
80
B-8
3.58
IS.55
2J.11
19.03
23
3.00
9.00
0
2
34.50
1.50
3
2.28
ASB
5.43
.50
5
29
NO. REVISION DATE
EROSION AND SEDIMENTATION CONTROL NOTES MINIMUM CONSTRUCTION CHECKPOINTS 1
2
cart or newt constructed stormwater conveyance
Construction activities can result in the generation of significant 12. Before temporary y ya
amounts of pollutants which may reach surface or ground waters. channels are made operational, adequate outlet protection and THE ENGINEER OR HIS REPRESENTATIVE SHALL BE NOTIFIED 3
One of the primary pollutants of surface waters is sediment due to any required temporary or permanent channel lining shall be (561) 879-7779 FOR A PROGRESS INSPECT/ON A MINIMUM OF
q" ZPARKING erosion. Excessive quantities of sediment which reach water bodies installed in both the conveyance channel and receiving '124 FOURS PR/OR TO THE FOLLOWING CONSTRUCTION MILESTONES: 4
1
STALL- of floodplains have been shown to adversely affect their physical, channel. 1. ANY DEVIATION FROM THE APPROVED PLANS. 5
biological and chemical properties. Transported sediment can obstruct stream channels, reduce hydraulic capacity of water bodies 13. When work in a live watercourse Is performed, precautions p, CONCRETE PLACEMENT, INCLUDING BUT NOT LIMITED T0, 6
of floodplains, reduce the design capacity of culverts and other shall be taken to minimize encroachment, control sediment SIDEWALKS AND CURBING.
WHEEL STOP works, and eliminate benthic invertebrates and fish spawning transport and stabilize the work area to the greatest extent CAST -IN -PLACE STRUCTURES, 7
substrates by siltation. Excessive suspended sediments reduce possible during construction. Nonerodible material shall be 3. BACKF/LLING OF ALL DRAINAGE CONDUITS.
light penetration and therefore, reduce primary productivity. used for the construction of causeways and cofferdams.
Earthen fill may be used for these structures if armored by 4. UPON COMPLETION OF BACKFILL AND COMPACT/ON OF PIPE
MINIMUM STANDARDS nonerodible cover materials. TRENCH AND STRUCTURES
e6.42' A6.25' Dimensions permitted to allow use of a' standard pfpa lengths.
PLAN
Z
010.40, 010.10' Dimensions permitted to allow use of 12' standard I lengths. Natec See Shots 5 and 6 for details and general notes.
P pipe g
A* Coronet. slab shall be deepened to farm badge across crown of pipe. S« section below.
1. Sediment basin and trope, perimeter dikes, sediment barriers 14. When a live watercourse must be crossed by construction 5. UPON COMPLETION OF THE SUBGRADE.
to trap be temporary stream crossing constructed of
7'
and other measures Intended sediment shall vehicles, a
P P y 9 6. UPON DELIVERY OF, AND PRIOR 70, THE PLACEMENT OF
BAR
constructed as a first atop in any land -distributing activity nonerodible material shall be provided. THE BASE COURSE.
S'nae wort 2's
DOWEL FOR ANCHORING 5.
�' 5'-8" LONG
2 REQUIRED
and shall be made functional before unstops land disturbance
takes place. 15. The bed and banks of a watercourse shall be stabilized 7 UPON COMPLETION OF THE BASE COURSE AND PR/OR TO
Sad Beveled Or Round Camera ConstructionJainta Permltt
(late
La
!J
�aI
I
T-7i�
'm
\ Fastener
Concrete Slab, r Thick, Reinforced //``Sad
WWF fx8-w1.401.4 /
aAes(Pa �fSO° Git °d immediately after work in the watercourse is completed. THE APPUCAT/ON OF THE PRIM£ COAT. ' ■ W
8 A/0011%t rroneit 2. All sediment control measures are to be adjusted to meet field d
iOm a° i• q i0 conditions at the time of construction and be constructed 16. Periodic Inspection and maintenance of all sediment control B. PR/OR TO, AND UPON COMPLETION OF, THE APPLICATION LU J
c prior to any grading or disturbance of existing surface structures must be provided to ensure intended purpose is OF THE ASPHALTIC CONCRETE SURFACE COURSE. ■ ■ Q
i• material on balance of site. Perimeter sediment barriers accomplished. The Developer, owner and/or contractor shall be
3 g z shall be constructed to prevent sediment or trash from flowing continually responsible for all sediment leaving the property. 9. UPON COMPLETION OF CONSTRUCTION, FOR A FINAL
e0 T_ Crates or floating on to adjacent properties. Sediment control measures shall be in working condition at the INSPECT/ON WITH REPRESENTATIVES OF THE ENGINEER, Z
ac•d
rt• end of each working day. CONTRACTOR, OWNER, AND LOCAL UTILITY DEPARTMENT. LUV�Zzzzzzz ao
4.1 °' % e 3. Permanent or temporary soil stabilization shall be applied to Z r �L o
denuded areas within seven days after final grade is reached 17. Underground utility lines shall be installed in accordance Z 0o
o crate Connect C atruetlon Joints Permitted iiiiiiill
on any portion of the site. Temporary soil stabilization with the following standards in addition to other applicable
Pipe 1'-0" 4'-0" 1'-0" O
�� I '• shall be applied within seven days to denuded areas that may criteria: LU C) a0 ro 0
Saddle- 'w r� Ditch trod. T not be at final grade but will remain undisturbed for longer DEWATERING W ■� W �_ U Z
6'-0" than 30 days. Permanent stabilization shall be applied to A. No more than 500 linear feet of trench ma be o ened at Z
z a ys. PP Y P CONSTRUCTION DEWATERING MAY REQUIRE A z M m 0
z' Not rase Than m areas that are to be left undfaturba for more than one year. one time. SHORT OR LONG -TERM DEWATERING PERMIT FROM THE Z
SFWMD. THE CONTRACTOR SHALL BE RESPONSIBLE W W Q N ¢�¢
No Plpe Joint Permitted e' e FRONT ELEVATION SECTION 4. During construction of the project, soil stockpiles shall be B. Excavated material shall be placed on the uphill side of FOR OBTAINING A DEWATERING PERMIT FOR HIS WORK. O W n N
Unlace A roved B The Fs Ines 9•
E 2' sad stabilized or protected with sediment trapping measures. The trenches. • IY
Paid For As Pipe Culver applicant is responsible for the temporary protection and UJ LU U K
F P e To Ba Included under unit Price For Mitered End Section)permanent stabilization of all soil stockpiles on site as well C. Effluent from dewatering operations shall be filtered or J m
'GOP PRECAST CONCRETE WHEEL STOP as soil Intentionally transported from the project site. passed through an approved sediment trapping device, or UTILITY LOCATIONS O a Z U _ UL �
SECTION o I Pipe Far Pipes 1B" And Smaller both, and discharged in a manner that does not adversely Z LLI Q
:1 For Plpo 24" And Larger. 5. A permanent vegetative cover shall be established on denuded affect flowing streams or off -site property. THE LOCATIONS OF UNDERGROUND UT/L/T/ES SHOWN ARE Z a - PLL
areas not otherwise permanently stabilized. Permanent APPROXIMATE AND HAVE NOT BEEN /ND£PENDANTLY VERIFIED. F. Z U U
vegetation shall not be considered established until a ground D. Restobilization shall be accomplished in accordance with THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF J a � an I-
TOP VIEW -SINGLE PIPE cover is achieved that, In the opinion of the Reviewer, is these regulations. EXISTING UTILITIES PR/OR TO THE COMMENCEMENT OF THE U) J n Q
uniform, mature enough to survive and will Inhibit erosion. WORK. THE VARIOUS UT/LTIES ANDV�OR AGENCIES KNOWN TO W F °p O
SIDE DRAIN MITERED END SECTION 18. Where construction vehicle access routes intersect paved BE POSSIBLY AFFECTED BY THE IN RK INCLUDE, BUT ARE NOT Z O U) a N LL
6. Stabilization measures shall be applied to earthen structures public roads, provisions shall be made to minimize the NECESSARILY LIMITED TO, THE FOLLOWING: Z W Z
such as dams, dikes and diversions immediately after transport of sediment by tracking onto the paved surface, H'
SINGLE AND MULTIPLE ROUND CONCRETE PIPE PORT ST. LUCIE UTLITIES. O O m W
1.25" TYPE S-1 8" LIMESTONE BASE installation. where sediment is transported onto a public road surface with ENGINEERING DEPT. (561) 873-6400 /w (n N U 1- U
curbs and gutters, the road shall be cleaned thoroughly at the U) 0- Q
ASPHALTIC CONCRETE COMPACTED TO 98% 7. Surface runoff from disturbed areas that is comprised of flow end of each day. Sediment shall be removed from the roads by CITY OF PORT ST. LUCIE, ENGINEERING DEPARTMENT: r • 0
MAX. DENSITY PER from drainage areas greater than or equal to three acres shall shoveling or sweeping and transported to a sediment control WALT£R ENGLAND, P.E. (561) 871-5177 Of
AASHTO T-180 METHOD II d' I St t hi h II b allowed I afterf O
DIMENSIONS & QUANTITIES
RT.
R
Span
S
%
A
B
C
E
F
G
M
I
N
GRATE SIZES
CONCRETE
(Cu. Yda.)
SODDING . Yde.
Single
Pipe
Double
Pipe
Triple
Pipe
Quad.
Pipe
Standard
Weight PIP
Extra
Strong PIP.
Single
Pipe
Double
Plpe
Triple
Pipe
Quad.
Pipe
Single
Pipe
Double
Pipe
Triple
Pipe
Quad.
Pipe
12
1B
2-10
2.38
3.06
S.42
3.03
5'
1.50'
4.92
7.75
10.50
13.42
1.21
0.50
1.04
1.41
1.77
B
9
11
12
14
23
3-4
244'
3.75'
8.19
5.70'
6
1.90'
5.38
5.71
1204
15.38
1.1'
0.78
1.19
1.63
2.G5
9
10
12
13
19
30
4-0
262
.47
8.09
5.36'
B
2.3
8.G4
10.D4
14.04
18.04
1.27
2
3
0.95
1.52
2.09
85
0
12
13
15
24
38
5-0
279'
7.1B'
9.97
1W
2.85'
6.79
11.79
1f.79
21,79
1.31
2
3
1.18
1.95
74
3.53
11
13
15
18
29
45
5 -11
3.05
8.90'
11.95
0.70'
12'
3.19'
7.50
13.42
19.33
25.25
1.38
2
3
1.41
2.42
3.44
4,45
12
15
15
20
34
53
-0
3.22
10.82
1J.B4
10.38
13'
3.57
8.25
15.25
22.25
29.25
1,42
J"
3
1.63
2.92
4.22
5.52
13
17
20
23
3B
80
-70
3.39
11.99
15.38
11.70
15
3.95
&B2
16.75
2A58
3242
1.48
3
4
1.83
3.36
4.89
6.41
14
1B
21
25
43
88
8-11
3.58
13.71
17.27
13.38
17
4.28
9.87
18.58
27.50
38.42
1.50
3
4"
J.9S
a
7.es
16
0
23
27
48
78
9-11
3.75
15.43
19.18
15.03
19
4.59
10.42
20.33
30.25
40.17
1.54
«a
eclat
237
4.54
8.73
B.B2
17
21
28
30
53"
83
1 -8
3.91
17.15
21.08
16.70
20
4.77
11.08
21.75
52.42
43.OB
1.SB
«a
S ee1a1
2.81
5.09
7.Sf
10. 3
23
27
32
SB"
97
11 -li
4.0B
18.87
22.95
16.36
1 22
1 5.01
1 11.83
I 2.91
1 9
A 4
11.50
35
all
•
be controlled by a sediment basin. The sediment basin aha area. ree was ng s a e a ow on y
be designed and constructed to accommodate the anticipated sediment Is removed In this manner. This provision shall FLORIDA POWER & LIGHT COMPANY
sediment loading from the land -disturbing activity. The apply to individual subdivision Iota as well as to larger PORT ST LUCIE, FL. (800) 432-4770
outfall device or system design shall take into account the land -distributing activities.
total drainage area flowing through the disturbed area to be SOUTHERN BELL OF FLORIDA:
served by the basin. 19. All temporary erosion and sediment control measures shall be FIRST CALL OF FLORIDA (800) 432-4770
removed within 30 days after final site stabilization or after
AD£LPH/A CABLE
B. After any significant rainfall, sediment control structures the temporary measures are no longer needed, in the opinion of •
will be inspected for Integrity. Any damaged devices shall be the Reviewer. Disturbed soil areas resulting from the FIRST CALL OF FLORIDA (800) I32-4770
corrected immediately. disposition of temporary measures shall be permanently
stabilized to prevent further erosion and sedMentatlon.
9. Concentrated runoff shall not flow down cut or fill slopes
unless contained within d adequate temporary or permanent 20. Properties and waterways downstream from construction site
channel, flume or slope drain structure. shall be protected from sediment disposition and erosion.
Z Lu
LU
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\ \ \ \ \ \ \ \ \ \
10. Whenever water seeps from a slope face, adequate drainage or 21. Phased projects should be cleared in conjunction with CALL 48 HOURS BEFORE
v
NOTE: S« Sheets 5 and a for dotage and general notes. other protection shall be provided. construction of each phase. YOU DIG IN FLORIDA •
S/ope
T 0 - I B" STABILIZED SUB -GRADE 11. Sediment will be prevented from entering any storm drain 22. Erosion control design and construction shall follow the
sods '• Bawled Or Round Comae 'H a FBV OF 50 PSI COMPACTED system, ditch or channel. All storm sewer Inlets that are requirements In Index Nos. 101. 102 and 103 of FOOT Roadway 1-800_432-4 /�J
70
Cenatruatian Joint Permltte� vTO 98% MAX. DENSITY PER made operable during construction shall be protected so that and Traffic Design Standards.
- I crate pas1pvmna/tcp arra
s S°a AASHTO T-180 METHOD. sediment -laden water cannot enter the conveyance system
Sleet ant lk0" q„without first being filtered or otherwise treated to remove 23. The Reviewer may approve modifications or alter plans to these IT'S THE LAWI I'
adKo g A NEW ASPHALT PAVEMENT SECTION sediment. erosion control criteria due to site specific conditions. SUNSHINE STATE ONE CALL
2 i4"�. Gr°So a (LIGHT DUTY) OFFLORIDA,INC.
N
a I aced r4' e. f
Earthwork and Drainage Specifications
Coronets Connect C«at etlon Joint Permitted a B"
a Pipe
Saddle. H 1. Clearing and Grabbing: Clearing and grubbing shall he performed within the limits of the project work in
ro Ditch ened �- DIRECTION OF FLOW accordance with Section 110, Florida Department of Transportation (FDOT) Specifications. This item shall
.x„ 5 G. Testing: The Contractor shall secure the services , a approved independent testing
include, but is not limited to, the complete removal and legal disposal of all trees, brush, stamps, roots, laboratory to conduct all required testing on sub rode, base, asphalt and concrete. Locations
2' Not ittea rnon fo FABRIC ry q g 9 P ■►
_ i a d and sirahle material to a de [h of 18 inches below natural round or wire � grass, weeds, Tubb sh n other e p g req d for these tests shall be as required by the Engineer of record or St. Lucie County. Ata
Fastens No Pipe Joint Permitted /A
Unleea raved B The En In«r 6" e" - BACKFILL SILT -BARRIER proposed finished grade, whichever is lower. The areas to he cleared generally consistof the entire site minimum, testing shall he as recommended by FDOT. Should any tests fail, Contractor shall at V
Concrete Slab, 3" Thick, Reinf - sod E 3' 2' Sad -III- - with the exception of areas specifically noted on the landscape plans as preserve areas or as areas to his own expense, repair the deficiencies and retest the work until compliance with the Q
with WWY fall-WilAxW1.4 'w / Paid For A Pipe Culm -� _ _ _ (FABRIC FENCE) specifications is demonstrated.
/�.�. F PI a To Ba InNu ed Under Unit Price Far Mltarad Ene Saetien _ I I -I I _ - - - - - _ remain un-cleared. Care shall be taken to insure that no preserve areas or wellend oleos are impacted by
TRENCH the clearng operation. Prior to initiating the clearing operation, all adjacent wetland and preserve areas x
SECTION 'Gape' 18" 1 H. Traffic Control: The installation of Traffic Control Devices shall be in conformance to the
shall be marked and flagged in accordance with St. Lucia County (SLC) and SFWMD requirements All re
TOP VIEW -SINGLE PIPE 7o Major Axis For Plpee 2 ' x 38mger. And Smaller. f ai firemen e of the Manual of Uniform Traffic Control Devices and St. Lucie County.
2: i For Pipes 29"145 A d Largm. TOE IN FLAP � , such areas immediately adjacent to the clearing operation shall also be protected tin the installation of Maintenance of traffic During Construction shall be as required by FDOT.
SIDE DRAIN MITERED END S ECT O N SODDED SLOPE , o temporary silt barriers in accordance with the requirements of the St. Lucie County and the South Florida
Water Management District (SFWMD). Further erosion control shall be accomplished by seeding and 4. Drainage Improvements: All labor, materials and construction methods shall be in mill
SINGLE AND MULTIPLE ELLIPTICAL CONCRETE PIPE III III M mulching all disturbed areas as soon as they are at final grade, per the specifcaaons for seeding and conformance to the minimum engineering and construction standards of the St. Lucie County and
-III III -III- EXISTING GRADE mulching found elsewhere on this sheet. FDOTSpecifcations. Trench excavation and back -filling operations shall meet orexceed the 14
1 W
_III- All material shall be removed from the site and shall be legally disposed of in accordance with all local, requirements of FDOT Specifications, Section 125. The Contrectorshall provide the necessary
back -fill compaction testing required to demonstrate compliance with this section. The pipe
5' - T� r - state and federal requirements. trench shall be dry when pipe is laid and the pipe shall be bedded per the details and per FOOT w
TOP OF GRATE III- -III-III- _ specifications.
EL. 19.50 2. Earthwork and Grading: All earthwork and grading shall be pe formed as required o achieve the foal
PD" TOE OF SLOPE grades, typical sections and elevations shown on the plans. In all other respects, materials and The Contractor shall comply with Chapter 90-96, Laws of Florida, which requires the Contractor _
_ - - 9 YP P P PY P
1 /8" ALUMINUM PANEL p construction methods for earthwork, embankment, excavation and grading shall conform to the performing trench excavations over five feet in depth comply with all applicable trench safety
SCREEN PRINT SYMBOL - - a - -d VARIES requirements of FDOT Specifications, Section 120. Any plastic or otherwise undesirable material within 36 standards and shoring requirements as set forth in the Occupational Safety and Health
COLORS SELECTED PER inches of finished road rode shall be removed and re laced with suitable material. Administration's (OSHA) excavation and safety standards, 29 C.F.R. 19926.650, Sub -part P and
CITY OF P.S.L. PARKING O HANDICAPPED SIGN - g p incorporated as the State of Florida standard, as revised and/or updated. The cost of compliance
with this requirement shall be included as a se ante line item on the Contractor's bid. Otherwise,
CODE J ^ CONTROL STRUCTURE FABRIC FENCE SILT -BARRIER 3. Paving Improvements: All areas proposed for paving shall he constructed in accordance with the design Contractor certifies that the cost of compliances included in the unit cost of all items of work to
HANDICAPPED SYMBOL 12"1e18"O RCPE MODIFIED TYPE 'E' INLET grades and typical sections shown on the drawings, and in conformance to the requirements of the Stwhich this requirement applies.
-; Lucie County and Florida Department of Trensponabon.
A. Asphalt: Prime Coat and tack coat for base course and between lifts of asphalt shall conform to the A. Reinforced Concrete Pipe (RCP): RCP shall conform to the requirements of ASTM Q
Parking By A ° - requirements of Sections 300-1 through 300-7 of the FOOT Specifications. Prime Coat shall be applied at Specifications C-76, Class III, Wall Thickness "B", latest revision. All joints shall he soil -tight.
Disabled BOTTOM OF Pipe gasket shall conform to FOOT Specifications, Section 942.
Permit _ - DRY DETENTION a rate of 0.25 gallons per square yard and tack coat at a rate of 0.10 gallons per square yard, unless
Onlyotherwise approved by the Engineer. B. Corrugated Metal Pipe CMP : All CMP shall be aluminum alloy, round, helical -wound
a EL. 18.50 g p( y
3" DIA WEEP HOLE Asphalt surface course thickness and material shall be as shown on the typical sections and shall in all corrugated pipe conforming to AASHTO-M 196-74 and FDOT Section 945. Pipe ends aljoinis
$250 FINE EL=18.20 _ II`II -Il1=1T ANCHOR BALES WITH TWO was conform to the requirements of FOOT. Asphalt pavement shall be laced in Iwo lifts as specified in shall be reformed to annular corrugations for the complete band width. All joints shall be
_=L=111111 �' B,ALES q P P P
-- -ul=u 2 2"x 2'x 4 STAKE
a - = Ti-- the details. soil -tight. All connecting bands shall be Corrugated annular coupling bands. A Neoprene gasket
'o NV d I ITi� ROUGH EACH BALE of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and
m EL=17.50 a, ILIiIL A Il i IF B. Base: Limemck base material shall be Compacted to 98% of maximum density per AASHTO T-180. All smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All CMP shall be
3/4" ROCK WRAP Installed at maximum lengths to reduce the number of joints.
2" S0. ALUMINUM POST - - a limerock shall meet the minimum requirements of FDOT Section 911. As an altercate, cemented coquina
FINISH AS PER SPECIFICATIONS - - - - W�GEO CLOTH � - conforming to FOOT Section 915 may be substituted and shall be subject to the compaction specifications C. PVC Drainage Pipe: PVC Drainage Pipe shall be C-900 with pushon joints (no glued joints)
HANDICAPPED SYMBOL - - ° - - - - .\ detailed above and included in the Soils Engineers report. and shall be as specified for sanitary sewer construction, except that it shall be white in Color.
FINISH GRADE Any portion of the PVC storm pipe that maybe exposed to sunlight, such as its oueetto the
00 _ C. Sub -grade: Subgrade shall be Compacted to 98% of maximum density per AASHTO T-180, and detention pond, shall be painted to protect itfrom UV light.
.° •f-I
- TYPE:"E" INLET
stabilized to a minimum FBV of 50psi. SU -gm a shall be thoroughly rolled wAh a pneumatic red ro er
_ y�\/ � �\\� \/ /� ���\��\�� n/�T/��"'�j �\ ��� \\/�\/�\\� prior [o scheduling any sub -grade inspection. D. E-Inlets: Pre -cast catch basins shall meet the requirements of ASTM Specifications C-478 and
EARTH ``: DETENTION ARE CONTROL STRUCTURE for and FDOT Specifications, Section c425 ompressive
siv requirements Of0psiate County. Concrete
` for catch basins shall have a minimum compressive strength of 4,000psi at28 days. Allgrates Q
8" STRIPES D. "D" 8 "F" Curb : Shall be constructed er the [ icel section b extmdin machine as shown on the O
CONCRETE FOOTING {° ° tr YP Y g shall be valley gutter type, cast iron, traffic hearing design.5.0" COLOR AS PER SPECS. BALED HAY SILT -BARRIER tans. Minimum concrete tom ressive siren [h shall he 3,000 sI after 28 da Su reds anal) be 0moistened at the time concrete is placed to insure a uniformly damp surface. Readytnix concrete shall E. Storm Manholes: Shall meet the requirements of FOOT Section 425 and the St. Lucie CountyJ- have a slump of between 2 and 4 inches. No water shall be added to increase workability. Tast cylinders and shall have a minimum compressive strength of 4,000psi at 28 days. Manhole shall be LL-
17 0' shall be made for the strength testing of each batch of Concrete for at least 7 and 28 day testing. Constructed with a traffic bearing cast-iron slotted grate.
HANDICAPPEDPERIMETER EROSION AND SEDIMENT CONTROL E. Sod Sod limits of Dry Detention area and a minimum of a two -foot wide strip of sod shall be placed F. Trench Backfll shall bees shown in the Drainage Details. In addition, testing under paved
HANDICAPPED PARKING along the back of curb of all areas shall be as follows: One test location midway between structures and one test location ■
constructed pavement to aid in prevention of erasion and stability. Sod adjacent to each structure. Engineer may request additional locations. Testing in each location L
PARKING SIGN shall he placed in Conformance to FOOT Section 570, 575 and 981. Generally, the sodding requirements shall begin in the first foot above the culvert with tests every two feet to within two last of the i
wo
TES shall he as specified on the landscape plans, prepared by Others. sub -grade. Density shall be to 100 percent of maximum as detemlined by AASHTO T-99.
N.T.S. N.T.S. C 1.NO CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE F. Seed, Fertilize and Mulch: All distud ed areas shall be stehilized with seed, aNze and mulch upon G. ControlSWc[ures: Shall be comet uc ed per the above specificelions for E-inlesexcept that Z
Note: All Paved Parking Stalls are to be double striped. PROJECT SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY completion and acceptance by Engineer of final grading. Seed, fertilizerand mulch shall be in the structures shall include the 3" bleeders as shown on the detail. W
HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST conformance to FOOT Sections 570, 575 and 981. The Contractor is responsible for establishing a stand 2
_ REMAIN IN PLACE UNTIL UPLAND VEGETATION IS ESTABLISHED. ■�
VEGETATION IS ESTABLISHED. of grass sufficient to prevent erosion and to chow removal of the temporary epared by This applies only to
2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF those areas not covered by the sodding specified in the landscape plans, prepared by Others.
INS >2
NOTES: A ANY ACCUMULATED SILT.
1. REPLACED BASE MATERIAL OVER DITCH SHALL BE AS SHOWN ABOVE. Z O
6"
2. BASE MATERIAL SHALL BE PLACED IN 6" LAYERS OR AS OTHERWISE 6 d -- SILT FENCE DETAIL III. Q OC
APPROVED AND EACH LAYER THOROUGHLY MECHANICALLY COMPACTED TO 6 N.T.S.
(98%) DENSITY AS DETERMINED BY AASHTO T-180. VARIES
3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE LAPPED AND
FEATHERED. 18 18 VARIES PER PLAN 5
4. ALL PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. BOTTOM, LEFT, &RD= d+2(12")
5. SURFACE MATERIAL WILL BE CONSISTENT WITH EXISTING SURFACE OR IGHT s' s" a B" 12' e" 6 6" 6�"
�''-�'-I SIDES TO BE 12a W
" MIN. NEW PAVMT.
AS OTHERWISE DIRECTED (TYPE S--III) AND PLACED IN ACCORDANCE & BASE 12" � SAW CUT � r z
WITH FOOT REQUIREMENTS. Z)
6. A MINIMUM OF TWO DENSITY TESTS SHALL BE TAKEN FOR EACH SIX 6 `° ---- EXIST. PAV'MT. O
() A. CONSTRUCT 2.0' DEEP X WIDTH AND LENGTH OF TRENCH WITH CEMENTED
INCH LIFT OF SUBGRADE AND EACH OPEN CUT CROSSING. WHEN THE COQUINA OR LIMEROCK. SEE SPECIFICATIONS #2 BELOW FOR T ° EDGE OF PAVEMENT EDGE OF
SPECIFIED COMPACTED BASE IS GREATER THAN SIX AND ONE-HALF COMPACTION REQUIREMENTS. PAVEMENT --- LU
SECTION
(6-1/2) INCHES THE BASE SHALL BE CONSTRUCTED IN TWO OR MORE U
B. PROVIDE CLEAN BACKFILL. BACKFILL HALL BE REPLACED IN 6"
COURSES. PROCTORS FOR MATERIALS USED IN BACK -FILLING SHALL BE ENERGY x
LAYERS. EACH LAYER SHALL BE ME HANICALLY COMPACTED TO A a 24' ■ 24' (TYP) J
OBTAINED BY A CERTIFIED LABORATORY. DENSITY TESTS SHALL BE DISSIPATORS VARIES PER PLAN � s
MINIMUM 100% DENSITY AS DETERMINED BY AASHTO T-99, METHOD "C". z
CONDUCTED BY A CERTIFIED LABORATORY. THE PERCENTAGE OF MAXIMUM yn EXIST. PAVMT. &BASE
DENSITY REQUIRED SHALL BE IN ACCORDANCE WITH THE LATEST EDITION C. DITCH WIDTH (W)+12", MATCH EXISTING TYPE AND THICKNESS OF PAVING 5' mini 6' MIN Z Vl
LOPE p rlr 12' MAX r
OF THE F ALL
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. ASPHALT OR TYPE S-III. ER PLAN 24' WHITE STOP BAR o r SAW CUT DETAIL
A COPYOF ALL COMPLETED AND ACCEPTED DENSITY TESTS SHALL BE FURNISHED
TO THE COUNTY ENGINEER'S OFFICE PRIOR TO FINAL INSPECTION. a :-._.� _ I 12 MIN Z N.T.S.
7. THE CONTRACTOR SHALL REPLACE ANY DISTURBED CURBING AND INCLUDE THE 12' MAX
COST WITH THE COST TO REPLACE PAVEMENT. io �-`'-- - -III "� _
- DRAWING NO.
PLAN PROFILE STOP SIGN LOCATION DETAIL 0f 6
FLEXIBLE PAVEMENT REPLACEMENT DETAIL SCALE: N.T.S.
CONCRETE FLUME DETAIL W/
ENERGY DISSIPATORS Engineer's Project No. 02121 02140
M
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- - - - - - - - - - - - - - - -----�L. 4UCIE�QULVTIY - - - - - _ _
— ' 20,90—
APPROX. LOCATION OF EXISTNG
4
- - - - _ - - - - - - . - - - - 4" PVC FORCE MAIN, LOCATION °a° \6
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- - - - _ _ _ _ _ _ _ _ _ - - - -_ - _ INDUSTRIAL AVENUE ONE PER PLAT 100' RIW it
EXISTING FIRE HYDRANT �' - - -- ------ - --- -� -� - ' II-
' EXISTING 24 PAVEMENT 25.0 24' CMp II
' EXISTING 12" D.I.P. WATER MAIN 233,52' r'
------ �r-------`C-------- , WM .�WM --------------------------------�--------�------------------------------------------------
WMWM -- - --- -'�'..........
-- _ WM WM WM WM o WM �`� WM /�' \�� -'w M s. o'`\ �" /�'•'
\1 EXISTING / \1 EXISTING `� EXISTING / /EXISTING SWALE e
�NTRANCEj "YyO IENTRANCq \IENTRANCE� / 50' N E ISTI G EXISTING
- -' - - _ _ _ _ EN -RA CE - - - El RA<LCE �
DRIVE - - - - I DRIVE - - - - - -'- , DRIVE / -.- -.- - - - -'- - - -� , » 1 11 IT A 1\ i
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WATER AND SEWER STATEMENT LEGEND: EXISTING LIGHT POLE FND PK&DISC I I
gas
PROPOSED PAVEMENT POTABLE WATER AND FIRE PROTECTION SHALL BE PROVIDED 90°0 roo a o" by
t,;.
VIA. PROPOSED CONNECTION TO FT. PIERCE UTILITY EXISTING LIGHT POLE
AUTHORITY PUBLIC WATER MAIN FACILITIES AVAILABLE TO THE PROPOSED STABILIZED ROCK
j
SITE. I
BUILDING TO BE EXISTING SWALE I I I
REMOVED
DRAINAGE STATEMENT CONCRETE TO BE
THE PROPOSED SURFACE WATER MANAGEMENT SYSTEM FOR REMOVED
I I I
THE FACILITY WELL BE SITE GRADING AND A SERIES OF INLETS ,,n
,.. °
AND CULVERTS WHICH DIRECTS STORMWATER RUNOFF TO SURFACE DRAINAGE FLOW DIRECTION 0)� 20' 0' 20' 40'
ONE OF TWO PROPOSED DRY DETENTION AREAS DESIGNED bo Do I.f)
TO PROVIDE WATER QUALITY AND QUANTITY TREATMENT ti° EXISTING ELEVATION 00 00exlsnNG 2e CMP �I
c�1
PRIOR TO DISCHARGING TO THE EXISTING ROADSIDE SWALES. GRAPHIC SCALE 1 s3 i I
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a°ry° �o I ab I hb I oe
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SURVEY LEGEND
A = CURVE CENTRAL ANGLE
R = CURVE RADIUS
L = CURVE LENGTH
17.9' - ELEVATION (TYPICAL)
IR = 5/a-IRON ROD
CM - CONCRETE MONUMENT
IP = IRON PIPE
N&D - NAIL AND DISK
P.LS;. - PROFESSIONAL LAND SURVEYOR
P.S.W.= PROFESSIONAL SURVEYOR & MAPPER
P.B. = PLAT BOOK
R/W - RIGHT-OF-WAY
ORB = OFFICIAL RECORD BOOK
PG. - PAGE
NO. - NUMBER
TYP. - TYPICAL
U.E. = UTILITY EASEMENT
OHUI = OVERHEAD UTILITY
OO - BELLSOUTH TOWER
-(� = CABLE BOX
,..m, - WOOD POWER POLE w/ GUY WIRE
- WATER VALVE
- FIRE HYDRANT
U/G = UNDERGROUND
D.B. - DEED BOOK
ELEW - ELEVATION
INV = INVERT
RCP - REINFORCED CONCRETE PIPE
CMP = CORRUGATED METAL PIPE
rT = CONCRETE POWER POLE
TOB = TOP OF BANK
FND. - FOUND
IR&C - IRON ROD & CAP
NM = NATIONAL GEODETIC VERTICAL DATUM (1929)
O - SET #5 IR & CAP 5209
D.E. - DRAINAGE EASEMENT
-X- = S' CHAIN LINK FENCE
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BLOCK 3ZONING: IL LOT 2 I W, I
ZONING: IL LAND USE: INDUSTRIAL
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LOT '18 - 1429-501-0042-000-4 I N I r/ I p+
EX1ST1 WG; LiGfHll PMIJE LOT 19 & 20 - 1429-50IL0043-000-1 w 3 Z dW.
# PROPOSED LIGHT POLE LOT 2- 1429-501-0025-000-9 I I W I I
FND 5 IR&C w CONSTRUCT PROJECT SIGN
3333 PROPOSED LIGHT POLE EXISTING 50' >I Z LOFATION (PROPOSED SIGN
N00047'1 0" W ' , LIGHT POLE SH LL BE SET IBACKA MIN. OF
183.0
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BUILDING 3 000 SF I ❑ z - �, • r'rY+ C NSTkUC STOP SIGN I ? - w
MAX HEIGHT 14'-6"
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176.78
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VICINITY MAP Not To Scale
LEGAL DESCRIPTION - PROPOSED SITE
LOT 2, 18, 19 AND 20, BLOCK 3, ACCORDING TO THE PLAT OF AIRPORT
INDUSTRIAL PARK, UNIT ONE, AS RECORDED IN PLAT BOOK 12, PAGE 40 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 4.87 ACRES, MORE OR LESS. NO in ow
/fu�m�y 11"I ft
I. m
BFM REP.
REQUIRED
BUILDING
SETBACK!"ii
FRONT 25'
REAR 20'
The purpose of this adjustment is to indicate the
addition of 8,177 square feet of truss manufacturing
space for a total of 36,740 square feet.
PROPOSED IMPROVEMENTS
EXISTING BUILDINGS 15,704 SF
EXISTING BUILDINGS TO BE REMOVED 15,704 SF
EXISTING BUILDINGS TO REMAIN 0 SF
PROPOSED BUILDINGS 36,740 SF
TOTAL BUILDING AREA 36,740 SF
EXISTING SITE PARKING
FA
REQUIREMENTS 2 PER 1,000sf/bldg 75 SPACES
RESERVE SHELL ROCK PARKING 12 SPACES
PAVED SPACES PROVIDED 63 REG + 3 HANICAP + 12 RESERVE
= 78 SPACES
n SIDE 10,
,s ;;;':.:,�s•.'% . .::
<
I I
g
CORNER 25'
TOTAL IMPERVIOUS
63,818 SF
65,651 SF
41.2 %
R1�11GspACE
I�
TOTAL SEMI -IMPERVIOUS (rock)
63,409 SF
61,576 SF
38.8 /D
TOTAL PERVIOUS
31,658 SF
31,658 SF
20.0 %
�Z
a I
PROPOSED USE
EJISTING s
ALE
THE PROPOSED USE WILL SERVE
TOTAL SITE AREA
158,885 SF
158,885 SF
100.0 %
74GQ
AS A TRUSS MANUFACTURING
PROJECT SCHEDULE
cB'I�t
EXISTING
PLANT FACILITY.
NE
BEGIN
NS U W E •vr,'': ,LM ,'�:' "'�t,.;� •��, . , ,/, 3 �"a✓.w, ce' , TR CONSTRUCTION J2004
O „ ,., '`,1.1.... �` .; !•r «(,..',+• , I �.>_ ='h kF ' DRI CONSTRU une,
END CONSTRUCTION - June, 2005
O0 G7 '
. m y �5' LANDSCAPE/SOD 11.34'
_171
2 OVERHANG Typ
Z 10.5.0� r �„ ,.,I I t iL , 1. ¢ (IL)
ZONING- INDUSTRIAL LIGHT
EXISTING LIGHT POLE OO _ y a
o ' t '' F tix �?p � ��.R �:. DG L, �. D.� �;:., :;:� I 3v, COfvST UCT24"WHITE LAND USE: INDUSTRIAL IND
u ff1 L I(� 0 SSE 5' N ET ID A ) N STOP B R AND SIGNI
.g�,v �� s +a U•'F ' , ii? �' JY'i s��'dy,��rv„i'�"3 f 3 t1 ,, 5. R E
PROPOSED CONCRETE FLUME 0
If
M IG T '.6� �I PROPOSED SITE PLAN
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e, t
� iiw �•>,. � 3T^,� �lry�tiA3pZ�"�iki� � Gv� a.A
}.� � 1 d• �� '+4'-'�'I — 2' 17VERHAN 42.56PROPOSED TRUCK EXIT Xw I I
FUTURE SAN.
YP 1 Fl CE , „ :t i 13' M;., . , § r, �.'.1MANHOLE, INV. EL.
FND #5 IR& .,,'. s•• 33, 3 -It.n ��' ,� . a, 1� S �. C73' .. �a �� I I 1 I I 10.80, BY OTHERS F O R
NO D „ :�;, >% , i u• :., , , 3 P'lil;„a r�r'" r. •'u u r5 3 + '?�. .., �`
- - - ,;:i:.. .. - k I,� EXISTING MANHOLE
EXISTING 8" D.I.P. - - - - - - - _ _- - - �y
"' - - - �i5' LANDSCAPE BUFFED, „ �, , I
WATER MAIN .•'. ' �" � ! I I INV. 10.80
I �
EXISTING - ' .i' . M1v'' . „ , N ..-,.�- CLASSIC TRUSS C O M PA N I N
/EXIST'NGI tNTRANCy CONSTRU T'D"O - H M H / �' C■
/ \ / ..,. •.. ., \ H —OHU- CHI,!— /
WM iFNTRAN('F� WM , n!zIVE ENTER" G ^ r,;, &24"WHIT OP BAR / \ TYPE"F"CURB = —25.00
/ \ WM�. WM WM WM -WM WM !I
DRIVE ,\` \` II "I,11 e/ EXISTIN EXISTI G FIRE IhF/ L=39.26
ENTRANCE p VET EXISTING LIGHT PO EXISTING LIGHT POLE P
/-------- -- ------ ---- - EXISTING LIGH- - - - ----------------------------------------
- - -_- ___.___ _ ILYORANL__________- 11 S �s9'S9', s' AFTER IMPROVEMENTS
ti PROPOSED
-- - -- - STREET
___ INDUSTRIAL 31 t
__________________________EXISTING 24' PAVEMENT - - - — - - —CULVERT_ _ _ _ _ _ — _ STRUCTUREDn�ONTROLI LL PIPE--- NN`E=OEXISTING-6"� ' l �\
IT � ` —
INDUSTRIAL-- AVENUE FOUR (PER PLAT) (80' RIIN) NWVK&Dlsc I I SURVEYOR
--------- ------------------------------------s_____________ - ______ AND OUTFA I PVC SERVICE INV. asl
--------� -------------�-t--------------r•----------------------------- ----------=----- II I I EXISTING GRAVITY
ss ss ss —ss ss ss ss 'ss ss ss �� I SEWER SYSTEM .� LANDSClQ1PE A CHITECT
\\ EXISTING FUTU E GRAVITY SEWER \I EXISTING / II `\" I I LAVENTURE & ASSOCIATES, INC.
€NTRANC SYST M BY OTHERS �NTRANC
,- - - - - •- - - DRIVE DRIVE \\ I PROFESSIOANL SURVEYING AND MAPPING j� jj�� ��;; � � WILLIAM'`,4;. FLI III
- - - - 1 - - - - - - I- DRIVE
CIVIL ENGINEERING COODINATION � L� I / 2310 S.E. COUNTRY CLUB L NE
FUTURE SAN, i` I 1898 SE PORT ST. LUCIE BLVD STUART, FLORIDA
FUTURE 8" PVC GRAVITY j FUTURE SANITARY FUTURE SAN. E _
PROPOSED SAN. MANHOLE SEWER MAIN PER ST. LUCIE MANHOLE, INV. EL. SEWER SERVICE, 3 _ I PORT ST. LUCIE, FL. 34952 ! (772) 220-0424
COUNTY UTILITIES 13.33, BY OTHERS ! TYPICAL, BY OTHERS MANHOLE, INV. EL. ___--_--__ -� EXISTING GRAVITY 772 398-6430 JU11 0 '� 2004 r
CONSTRUCT PROJECT SIGN LOCATION (PROPOSED SIGN SHAD BE 11.68, BY OTHERS I ( ) I t
DEPARTMENT, BY OTHERS------i I SEWER SYSTEM iJ
SET BACK A MIN. OF 18" INSIDE THE PROPERTY LINE, SHALLBE A /
MAXIMUM OF 30' HIGH AND HAVE A MAX. OF 552 SQUARE FEET)= I I GROW1 H h',A`'. 3E V ENT
sT.LUCIE 000NTY,FL
ENGINEER OWNER
ZONING: IL ZONING: IL ZO ING: IL ZONING: IL --
LAND USE: INDUSTRIAL LAND USE: INDUSTRIAL LAND US INDUSTRIAL LAND USE: INDUSTRIAL 1 `y I STEPHEN COOPER, P.E. AND ASSOCIATES, INC.
HART ASHLEY ACQUISTION COMPANY MOLDAVIA M RBLE &TILE INC. MOLDAVIA MARBLE &TILE INC. 209 N.E. SAGAMORE TERRACE CLASSIC TRUSS COMPANY, INC.
PORT ST. LUCIE, FLORIDA 34983 Gary O. Dryden
(772) 879-7779 3101 Industrial Ave.
I I
I STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS Ft. Pierce FI. 34946
_ -
--H CERTIFICATE OF AUTHORIZATION # 8856
(772)466-7219
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