HomeMy WebLinkAboutCIVIL CONSTRUCTION PLANS & SPECIFICATIONS.ENNARD ROAD
CIVIL CONSTRUCTION PLANS &SPECIFICATIONS
LOCATION MAP
N.T.S.
LEGAL DESCRIPTION:
A PARCEL OF LAND LYING IN A PORTION OF SECTION 12, TOWNSHIP 37 SOUTH,
RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, ALSO LYING IN A PORTION OF
THE EAST HALF OF LOT 2, BLOCK 1, ST. LUCIE GARDENS ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 35, PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA. SAID PARCEL OF LAND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF LOT 1, LENNARD ROAD
SQUARE, AS RECORDED IN PLAT BOOK $4, PAGE 7, PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA, SAID NORTHEAST CORNER ALSO BEING ON THE
WESTERLY RIGHT-OF-WAY OF LENNARD ROAD; THENCE NORTH ALONG
SAID WESTERLY RIGHT-OF-WAY OF LENNARD ROAD, A DISTANCE OF 446.23
FEET TO THE POINT OF BEGINNING; THENCE N 90000'00" W DEPARTING
SAID WESTERLY RIGHT-OF-WAY, A DISTANCE OF 270.85 FEET; THENCE
NORTH 00601'54" WEST, A DISTANCE OF 176.67 FEET; THENCE NORTH
89°52'49" EAST, A DISTANCE OF 270.94 FEET TO A POINT ON THE
WESTERLY RIGHT OF WAY LINE OF LENNARD ROAD; THENCE 5 00°00'00" W
ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 177.24 FEET
TO THE POINT OF BEGINNING.
SAID PARCEL OF LAND CONTAINING WITHIN SAID BOUNDS 47,937
SQUARE FEET (1.10 ACRES)t MORE OR LESS.
BEFOREYGUWG
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SECTION 12, TOWNSHIP 37 S, RANGE 40 E
ST. LUCIE COUNTY, FLORIDA
VAZ, INC.
702 SW PORT ST. LUCIE BOULEVARD
PORT ST. LUCIE, FL 34953
PHONE: 772-879-0477
ENGINEER & SURVEYOR
VELCON GROUP, INC.
ENGINEERS & SURVEYORS
702 SW PORT ST. LUCIE BOULEVARD
PORT ST. LUCIE, FL 34953
PHONE: 772-879-0477
EMAIL: info@velcongroup.com
ARCHITECT
LARRY L. CHRISTIAN A.I.A.
3801 KIRBY DRIVE
SUITE 600
HOUSTON, TX 77096
PHONE: 713-664-7974
LANDSCAPE ARCHITECT
LANDSCAPE DESIGN ASSOCIATES
10194 NE HIGHWAY 351
OLD TOWN, FL 32680
PHONE: 352-542-4996
ENGINEER'S PROJECT NO. 12-066 ENG
0
1
N
r
INDEX OF DRAWINGS
COVER SHEET p
1. MINOR SITE PLAN o
2. PAVING, GRADING, & DRAINAGE PLAN AND SPECIFICATIONS 0!
3. PAVING, GRADING, & DRAINAGE DETAILS p
4. WATER & WASTEWATER PLAN 0�
5. WATER & WASTEWATER DETAILS AND SPECIFICATIONS Z
6. GRINDER STATION DETAILS & SPECIFICATIONS Z
W
7. DEMOLITION AND SEDIMENT & EROSION CONTROL PLAN J
8. STORMWATER POLLUTION PREVENTION PLAN Q
J
J
0
p
SCANNE® i-
BY J
St L de County
CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT
PSLUSD hereby releases these construction plans PSLUSD ma
no represeniabons that the plans are accurate nor does PSLL
represent that the plans will meet the needs of the project.
Er4neer of Record and utility contractor are hereby notified that
product or wort, that fails to meet the specifications and policies of
PSLSUD as well as other applicable agencies will not be accep
PSLUSD is not responsible for additional project costs or time dal
due to the inability of project personnel to meet said requirements.
NO COMMENTS By: U:i CI S
RE`JIEWED -
SEE COMMENTS Date: 6/26/2015
See Comments Sheet #4 and #6.
;ttj i 100
R
30 Q 15 30 60 PORTION OF LOT 2, BLOCK 1
PORTION OF LOT 2, BLOCK I
ST LUCIE GARDENS ST LUCIE GARDENS
CITY OF PORT ST. LUCIE
CITY OF PORT ST. LUCIE �\
ZONING;
ZONING:
( GU/SEU-GENERAL IN FEET GU/SEU - GENERAL USE/SPECIAL EXCEPTION O FUTURE LAND USELEXGEPTION�
FUTURE LAND USE: x I
1 inch = 30 ft, UTILITIES m UTILITIES ed
❑ \ \
CURRENT USE; ^ 11 I CURRENT USE! V
RADIO STATION 6 TOWER / \ OF{eF UTILITY TOWER ,.1 ❑❑
OHE- OHE C' OHE OHE -OHE -OHE _ OHE -
m �
3a �^ ❑
n 15" OAK __ O •,(vy,, 24" OAK _ 20 d'✓5.. 32" OAK
LEGEND
HANDICAP STALL
TRAFFIC FLOW DIRECTION
NUMBER OF PARKING
O
SPACES
-- wM --
EXISTING WATER MAIN
>I -
EXISTING FORCE MAIN
EXISTING EDGE OF
----------
PAVEMENT
i�1
PROPOSED CATCH BASIN
L__J
Qp-
PROPOSED CLEAN OUT
PROPOSED ASPHALT
PAVEMENT
❑
PROPOSED SITE LIGHTING
W/ 25' MOUNTING HEIGHT
--------------
DRY DETENTION AREA
PROP.
12'x12' CONC. DUMP5TER PAD
W/ 5' HIGH MASONRY WALLS
16.34'
1 �
I I
\-___________
9
i
0.00'
&OPAQUE GATES
(SEE DETAIL)
�` ------------------------
I C) I.
IS 27_�-!" 1
V 2y
81,92,
___--
WALL PACK LOADING�-/�
U
"' 0
1 ______ _ ___-- -
I
MOUNTED AT ZONE
11.5' ABOVE FFE
-
--
(TYP.)
I,
I I
PROP. CONC.
Io 'O R12' R-3
PAVEMENT
�}
- 16.47'
j
m
(TYP.)
PROP.
o o
Ex. SHELLRocK
PARKING AREA a'
1_STORY CBS
7pg'---'`'-'"��'
R15'
- -
--------
PORTION OF LOT 1, BLOCK 1
ST, LUCIE GARDENS
CITY OF PORT ST. LUCIE
ZONING:
CG- GENERAL COMMERCIAL
FUTURE LAND USE:
COMMERCIAL LIMITED
CURRENTUSE:
BST VACANT
STORAGE
YARD
O
Im
I PORTION OF LOT 1, BLOCK
ST. LUCIE GARDENS
ST, LUCIE COUNTY
ZONING:
IL- INDUSTRIAL LIGHT
FUTURE LAND USE;
IND- INDUSTRIAL
O CURRENTUSE:
I I x FLEX OFFICE/SHOPS/
I I m I SERVICES
H w bISCOUNT STORE w .
o< 5 z o (TO REMAIN) - .p
H 9 I GROSS FLOOR AREA = 8,593 S.F. o I 330 S.F I
F.F.E. = 15,25 N.A.V.D. 1988 STAlAPED
8 I CONC.' I
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PROP.
i EX ASPHALT O REMAIN) V I , ;PAVT R15' I� -
i / PAVEMENT R �`J ,
I ------------------------------------ ------------------ ---------- R20'
126 6 p
I I I ..
EX.
cONC I ` EXISTING
Exi PROP. 5 18' 34.6' 18 10
_ _--,
ALUMINUM d STEEL = WATER CROSS ACCESS
, SERVICE ro �.
I i EASEMENT
PROP.-
c�
. I POLE BARN 0.00>
' �- � • -,❑ I,. R3'
. - p
�� I I (6) BIKE - D �y EX.
I SPACES ® .P qV u -I ASPHALT
... `SS• PAVEMENT
1 16' 107070707
/=,1 � I: N 35'
` 12 "` 12' I v INGRESS/EGRESS
PROP
,
, � , .
(. I BLDG
EASEMENT
1266 SEWER 12"RWHIE
-
V, H } 48, OAK
v w PROF. r} PROP ° v W ) ;I; m
PAVT. ,". • ( rn PAVT- jh LU _ z
V) R3,.
10.17'
V L
PROP. 3 PROPGRINDERB O5' 16'{$'STATION ..�.' .. ; ,.r.•,:.ww: t...�.
PROP. PROP. PROP. EX,R-O-W •�
- i In �1
EX. FIRE t-, /
FORCE MAIN
EX. ASPHALT
OUTFACE ZO'x20'UTILITY
LOCATION EASEMENT
-1
EASEMENT ESB,,^
�^IIIS r,A,,z,,:
HYDRANT I/
...�...�..��.....�...�.- - _' vv
DRIVEWAY
ESB APRON .......�...�.
Y
_
EX. 6' CONIC. SIDEWALK
E56 EX. 6' CONIC, SIDEWALK
❑ _
_
W----_-_---_---- ---
___-_---__--__-•�---
-""---�----- - --------------------_---- ------------------"
� �
Ex. A-u
z
o �
GRATE EL 11.89 I i
SO' UTILITY
f=
E LNv. EL. 8.94
I I
EASEMENT
EX.
BLDG.
EX,
CONC.
PARKING
AREA
EX,
BLDG.
EX,
CONC.
PARKING
AREA
-- w -- EX 16" FORCE Ay, -SV ,<*,
FM FM F FM - FM FM F F -�' - FM - FM FM FN -- -Fat-"'=-�M'-- F�--F•.RM1"' �'._f-FM-"..''__ [ ___--F'pm -- _- - - -- _ __�__ = i
�-F44
LENNARD ROAD --
;J C'
v a`✓ _ >� (CITY OF PORT ST. LUCIE OWNED & MAINTAINED PAVED 300' R/W)
c= - EX. A-13----"-
-_ -- GRATE EL, 12.89-'-
N INV. EL. 6.49
r_ ' > SI V. EL. 6.65 --__________________________________________________________________________________________________________________________________
_______ Rap________________N _______ _____
--F�'r-------- -- - EX. 36"RCP
__-�__ -
? EX 6" WATER MAIN �i-'u _-�»--"__--_"__-_- --!_ � -
EX. WM WM __`OtTtd WM WM -- WMVUIOi'- -----`1LM= _- WM WM --`ii
RIVEWa INM--OGM»----•--Nrnn � WM WM WM WM WM '--"--------_�
SIGN NO. 2-06 -06 ,,,,
SAND IGN NO. FTP- �_ IIIII�2"
(TYP.)
�6"WHTEWHITE
M ® �
F'O FTP-21-O6 TOP
M@
„a
M
`❑ 60.
4" WHITE >0000 m 3 PARKING BY
DISABLED
(3) 6" PERMIT
WHITE ONLY
CHEVERONS $250 FINE
EVENLY318.i8
SPACED
FlP_u W B0T
12' 5'
NOTES:
i. HANDICAP STALL I5 BASED FROM FOOT STANDARD INDEX
#17346, SHEET 12 OF 14.
2. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS.
3, BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH
SHADE 15180 OF FEDERAL STANDARDS 595a.
4. FTP-22-06 PANEL SHALL BE MOUNTED BELOW THE FTP-21-06
SIGN.
5. FOR DESIGN OF THE UNIVERSAL SYMBOL OF ACCESSIBILITY,
REFERENCE FOOT STANDARD INDEX #17346, SHEET 12 OF 14.
6. FOR DESIGN OF THE ASSOCIATED SIGNS, REFERENCE FOOT
STANDARD INDEX #17355, SHEET 4 OF 11,
HANDICAP SPACE DETAIL
N.T.S.
NI,reYi w118 {,e f..; vu�Jiy
BEFORE YOU OIG
WgfR FOfl MEfiIIE I09EMVtKEO
FESP. S9PTE MiFI(S
OlG E(Y
2'
16'
18'
TYPICAL PARKING STALL
111 = 5'
LIGHTING FIXTURE POLE
MANUFACTURER SHALL SUBMIT
SIGNED AND SEALED DRAWINGS
VERIFYING THAT WIND LOADING
AND OVERTURN MOMENT FOR
THE LIGHT FIXTURE AND POLE
INSTALLATION MEETS THE
REQUIREMENTS OF THE FLORIDA
BUILDING CODE,
NOTE:
LIG TS LOCATED ALONG PERIMETER
OF THE PROPERTY SHALL BE SUPPLIED
WITH "H0U5E-SIDE" SHIELD TO
ELIMINATE LIGHTING SPILLOVER ONTO
AD7ACENTPROPERTIES.
FINISHED
�Di
8" PORT. CEMENT CONCRETE PAVEMENT (4,000 PSI)
STABILIZED SUBGRADE MIN, DEPTH
OF 12", COMPACTED TO 98% MAX. DRY DENSITY MOD.
PROCTOR PER AASHTO T-180 METHOD, MIN. L81R40.
NOTE:
1, CONCRETE PAVEMENT, AT A MINIMUM, MUST BE
CONSTRUCTED OF FOOT APPROVED CLASS II CONCRETE.
SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS
OF TWELVE INCHES WITH A MINIMUM LIMEROCK BEARING
RATIO OF 40.
2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH
ADDITIVE OR WITH 6x6 #10/#10 W.W.M.
3. SAW -CUT JOINTS @ 15' O.C.
EXPANSION JOINTS @ 40' O.C.
TYPICAL ONSITE CONCRETE PAVEMENT DETAILS
N-T.S.
HINGES SHALL BE OUTSIDE OF
10'4- CLEAR AREA
100%OPAQUE
GATES
in
G'
--Fii--_--�i-^'-__---- FT„_-F-04------F�4------�M1-_F F-_M _ //�_- FM -_ FM FM IN ,yr,
- __---_,-C=��_" __ _ > i�-> '„--`.-T, T-f,-%:?_r-r,-rs�-"_,�'e,`�eiri i i �' �T� F (�,<,C y>•y\> > � ,<\`',
YY?,l, ,y j' , .' Y t <(Y�Y (',(',.y,C',<Y,CJ,(Y,<,<,.^, ,(, ,( ,c,, ,'<,,
C ,(•( 4: C C < '<( '( `( C l( C ( C C ( < ,( ,C 'C C 'C C < C ( C C `( <, C C
x,� >, >, >. >.�,>)•_>:.Y>,>; .m; ,l>„J`yA`>'; >' Y > > >' >' Y Y j �>j%1 Y >�Y-' Y >'
EX. A-12 I1 w >
TOP EL 12.14 " EX. 2" POLY J`.
1 I, WATER SERVILE °-- >, >, EX A-9
N INV. EL 922 I >',eY� TOP EL.12.73
S INV. EL. 6.48 1 z _ `< N ]:NV. EL 9.44 w m >>">'"
E INV. EL. B 74 i -- ..
_ F ______ ___ �- '`,<'_< EINV-EL. 8,92________ y�
W INV. EL 0.49 1 sy >' >' > 5INV. EL. 9.44 x
w
11 _______________ '-Y-�
3D^_gam_______________} _-_-__�______________________ __JI D _ ��'�B� -------------
I
`I f---`L- EX 6' WATER MAIN WM,-'-'._ WM - (>• -- WM WM WPV WM -' f✓kyv. <
Wm +kE_m-- WM WM .4-6, WM -- WM WM --- WM - WM 1(� A
ME
sue:
EX. EX. 6'CONC. SIDEWALK (\, , g PAVED 80'R/W
DRIVEWAY_______-____--_-�__�___-_____�-__
1.25" TYPE 5P 9.5 PRIMECOAT SEALANT TO BE APPLIED PROJECT STATEMENT:
FINE ASPHALTIC ON TOP OF BASE COURSE THE PROJECT CONSISTS OF THE DEMOLITION OF THE EXISTING OFFICE BUILDING AND
CONCRETE EXISTING PAVED PARKING'I AREA AND THE CONSTRUCTION OF A NEW 8,593 SQ. FT. DISCOUNT
TRAFFIC LEVEL B CONSTRUCT 6" LIMEROCK OR STORE AND ASSOCIATED PAVED PARKING AREA. ACCESS TO THE PROJECT WILL BE AT THE
8" 6" COQUINA BASE COMPACTED TO CURRENT DRIVEWAYS ON LENNARD ROAD. THERE ARE NO WETLANDS ON OR IMMEDIATELY
98% MAX. DRY DENSITY PER AASHTO SURROUNDING THE PROJECT SITE. THE PROJECT LIES WITHIN FLOOD ZONE 'X' AS
T-180 METHOD, LBR 100 INDICATED ON THE SURVEY. THE PROPOSED IMPROVEMENTS ASSOCIATED WITH THIS
A PROJECT WILL NOT INTERFERE WITH THE DEVELOPMENT AND USE OF THE NEIGHBORING
PROPERTIES AS ALL REQUIRED BUFFERING AND SETBACKS HAVE BEEN MET IN THE PROJECT
DESIGN,
THE PROJECT I5 ZONED CG - COMMERCIAL, GENERAL WITH A FUTURE LAND USE OF IND -
�E INDUSTRIAL. THE SITE TO THE NORTH LIES WITHIN ST. LUCIE COUNTY AND I5 CURRENTLY A
COMMERCIAL/INDUTRIAL STRIP PLAZA COMPRISED OF VARIOUS BUSINESS TYPES AND I5
STABILIZED SUBGRADE MIN. DEPTH OF ZONED IL - LIGHT INDUSTRIAL WITH A FUTURE LAND USE OF IND. THE SITE TO THE NW LIES
ST
NOTE: ST12"COMPACTED GR 98 % MAX. DRY WITHIN THE CITY OF PORT ST. LUCIE AND IS VACANT WITH A ZONING OF CG - COMMERCIAL
PAVEMENT SHALL HAVE MARSHALL DENSITY PER AASHTO T-180 METHOD, GENERAL AND A FUTURE LAND USE OF COMMERCIAL LIMITED. THE SITE TO THE WEST LIES
STABILITY OF 1,000 CBS. MIN. DENSITY
LBRPER
MIXED AND HOMOGENEOUS WITHIN THE CITY OF PORT ST. LUCIE AND IS A UTILITY TOWER SITE WITH A ZONING OF GU -
MATERIAL GENERAL USE AND A FUTURE LAND USE OF UTILITIES. THE SITE IS BORDERED ON THE EAST
BY LENNARD ROAD, WHICH IS A CITY OF PORT ST. LUCIE OWNED AND MAINTAINED 100' PUBLIC
R-O-W, AND LAND THAT THAT LIES WITHIN THE CITY OF PORT ST. LUCIE AND IS ZONED AM-11
TYPICAL ONSITE ASPHALT PAVEMENT DETAILS WITH A FUTURE LAND USE OF ROI - RESIDENTIAL/OFFICE/INSTITUTIONAL.
N.T.S.
FILL MAY BE REQUIRED IN LIMITED QUANTITIES IN ORDER TO ACHIEVE THE REQUIRED
DESIGN ELEVATIONS. ANY REQUIRED FILL WILL BE OF A GRANULAR MATERIAL SUITABLE FOR
COMMERCIAL SITE DEVELOPMENT AND WILL BE OBTAINED FROM AN APPROVED BORROW PIT.
THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS
USING THE LATEST FOOT STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL
BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC
R-O-W, WETLANDS, AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR
T SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A
10'-811 CLEAR I } THREAT TO THE ADJACENT PROPERTIES OR WATERWAYS.
12" x 18" CONCRETE
FOOTING W/ 3 #5
I
I
BARS CONT.
I LU
I
1
v
I
8" CONCRETE BLOCK WALL W/
STUCCO (BOTH SIDES) W/
p
NOTE:
FILLED CELLS 41 #5 BAR AT
I p
OPENING MUST BE
LOCATIONS SHOWN
PERPENDICULAR TO
LINE OF FLIGHT OF
I
SERVICE VEHICLE.
8" BAND 1 I I
4" DIA. x 42" HIGH J
8" x 8" BOND BEAM
_
W/ 2 #5 BARS CONT.
Q
STEEL
STUCCO
BOLLARD
--------------4} j
121.01,
I
STEEL BOLLARD W/ 18"-
EMBEDDED INTO
CONCRETE . • • • E%. a
12'..........................................................w.•• •• ..e •
660
8 ALLSWCONCRSTUCCO
......••...... �......... -.A ..................•••••►............................
LENNARD RD
WALLS W/STUCCO •-•••••••••• �'�••'••"
12' x 12' DUMPSTER bETAIL DRIY WAY
.......................................................t ,,...................--............
q --------------------------------
f--
DRIVEWAY LOCATION MAP
SCALE: 1" =100'
PROJECT SITE ,
EX.
EX.
NO_`. SE Fan Pak Dt - "--..-•.":.•-•• , im Ne;
�J G ggym J
aM �. e 6EP[mM lal Y 14 Q e- LL
6� N
ae �
u ue4owr - 48"" LLJ
4m CD P St 4.ma CN
-
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SITE CD
Lu¢ az
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Z aS F- W r" LL
LOCATION MAP OU w 0 J I °
N.T.S.
J L1 �UI 000
LEGAL DESCRIPTION: W z (� L�
~ NF
A PARCEL OF LAND LYING IN A PORI-LON OF SECTION 12, TOWNSHIP 37 SOUTH, \ Z O O r, W
RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. ALSO LYING IN A PORTION OF / UJ ..0
THE EAST HALF OF LOT 2, BLOCK 1, 5T. LUCIE GARDENS ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 35, PUBLIC RECORDS OF ST. uj
LUCIE COUNTY, FLORIDA, SAID PARCEL OF LAND BEING MORE PARTICULARLY T'
DESCRIBED AS FOLLOWS: T
COMMENCING AT THE NORTHEAS-'f CORNER OF LOT 1, LENNARD ROAD
SQUARE, AS RECORDED IN PLAT BOOK 34, PAGE 7, PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA, SAID NORTHEAST CORNER ALSO BEING ON THE w
WESTERLY RIGHT-OF-WAY OF LENNARD ROAD; THENCE NORTH ALONG z
SAID WESTERLY RIGHT-OF-WAY OF LENNARD ROAD, A DISTANCE OF 446.23
FEET TO THE POINT OF BEGINNING; THENCE N 90000'00" W DEPARTING z a
SAID WESTERLY RIGHT-OF-WAY, A DISTANCE OF 270.85 FEET; THENCE f x w
NORTH 00001'54' WEST, A DISTANCE OF 176.67 FEET; THENCE NORTH o y o
89052 49" EAST, A DISTANCE OF 270.94 FEET TO A POINT ON THE Z o w a
WESTERLY RIGHT OF WAY LINE OF LENNARD ROAD; THENCE 5 00000'00" W
ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 177.24 FEET 0
TO THE POINT OF BEGINNING. (n 0
SAID PARCEL OF LAND CONTAINING WITHIN SAID BOUNDS 47,937
SQUARE FEET (1.10 ACRES)± MORE OR LESS. Li 5
OWNER: o
VAZ, INC.
702 SW PORT ST. LUCIE BOULEVARD }
PORT ST. LUCIE, FL 34953 m
PH:772/879-0477
PARCEL IDENTIFICATION NUMBER:
3414-501-4702-000-7 Z
PROPERTY CLASSIFICATIONS: Q
ZONING: CG-COMMERCIAL, GENERAL J
FUTURE LAND USE: IND - INDUSTRIAL
MINIMUM BUILDING SETBACKS: W
FRONT : 25 FEET
REAR: 20 FEET
SIDE: 10 FEET
PROP. BUILDING DATA: /�/�//
DISCOUNT RETAIL = 8,593 S.F. LL
BUILDING HEIGHT - ONE STORY = 25 FEET O
PARKING CALCULATIONS: Z
4.49 SPACESPER 1000 PS.F. GROSS FLOOR AREA
S.F
8,593 S.F. 4.49 SPACES 1000 S.F 39 SPACES
SPACES REQUIRED = 39 SPACES (2 HANDICAP, 37 REGULAR)
SPACED PROVIDED = 42 SPACES (2 HANDICAP, 40 REGULAR)
LOADING ZONE REQUIRED = I (12'x3O')
LOADING ZONE PROVIDED = 1 (24'x3O')
DRAINAGE STATEMENT:
THE PROJECT IS SERVED BY SITE GRADING, INLETS, AND CULVERTS THAT ,
DIRECT STORMWATER TO THE DRY DETENTION AREA. DISCHARGE WILL BE TO
THE LENNARD ROAD DRAINAGE SYSTEM. SFWMD CRITERIA FOR WATER QUALITY .
AND QUANTITY TREATMENT WILL BE PROVIDED.
UTILITY PROVIDERS: Q
POTABLE WATER = CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT ''.
WASTEWATER = CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT q O IRRIGATION =EXISTING WELL
P L
L
PERMITS REQUIRED: LL
SLC STORMWATER PERMIT Q
CITY OF PORT ST. LUCIE RIGHT-OF-WAY PERMIT ��// Z
FDEP NOI LL
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CONSTRUCTION SCHEDULE: Z j
CONSTRUCTION START: NOVEMBER2014
CONSTRUCTION COMPLETION: 180 DAYS z 0
SITE DATA: WCIO
TOTAL PROJECT AREA 47,937 S.F. 1.100 AC 100.00% J
IMPERVIOUS AREA
PROP. BUILDING 8,593 S.F. 0.197 AC 17.93%
PROP. PAVEMENT / WALKS 21926 S.F. 0,503 AC 45.74%
TOTAL IMPERVIOUS 30,519 S,F. 0.701 AC 63.66%
TOTAL PERVIOUS (OPEN) 17,418 S.F. 0.400 AC 36.34%
II 0 Z iZ y LL
W 00
U Q O K S Q N
SHEET NO.:
. DRIVEWA •. .....ovo....• ..vv� RIV4. EWA .....s....vvo..00.
660�ovo
.ovo................ws..•PP.•...................ov ....... w• o.v.ouv
.......s................-................................-..••••••• .. OF -
•yoo'b•vuvv. .o..._._�.y.yR MASTER _-...-__-_o.............................______ _______________-�•
.. ...
_-- ___ AVE.
-__.. - L11 ______�_ JOB No.
12-066 ENG
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
+0
I
I
I
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I
I I
I I
I
I I I
I �
I
1
' 1
I ,
I �
I
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I '
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I
I
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I
i
I
I
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I ' I
I �
I
I
LEGEND
,6Y
+
EXISTING GRADE
ELEVATION
T/CURB
21.50
21.00
B/CURB
PROPOSED ELEVATION
(H.P. = HIGH POINT)
RUNOFF FLOW DIRECTION
O
PIPE INTERFERENCE
POINTS
EXISTING WATER MAIN
F�l
EXISTING FORCE MAIN
--------
EXISTING EDGE OF
PAVEMENT
EXISTING LIGHT POLE
Q.I
PROPOSED CATCH BASIN
Co)
PROPOSED CLEAN OUT
EX.
CONC
Yb.
A3
4
moft
'/e 2
01
BENCHMARK#2 1
5/8 IRON ROD I Yy9
EL 15.31
N A V.D. 1988 ,
+ It,
EX. 5HELLROCK
PARKING AREA
:- EX ASPHALT
)� yA PAVEMENT
---------------------------
Y'I c
2w
EX
ONC �'� EXISTING
---r} ALUMINUM&STEEL
POLE BARN
I �
_'3Yy I I
126.6'
+YYA +YYry
YYo
iil
OHE
OHE
Q OHE OHE
OHE-•--'O1
__
p 15" OAK
24" OAK
20" OAK
m d
d N00*01'54" W 176.67'
tiai+ I
-------------------1ao------------------
11
/-------------------- 11.5--------- i'--
i
DRY DETENTION AREA
ye
I I
I I BOT. EL.11.5 (0.05 AC)
i
TOP EL.14.0 (0.14 AC
22L.F.15"
II
RCP @ 0.0 %
I MES INV, MES INV.! C
EL_10.5J___
4 40
y I C.S.#i�L.10.50
�(CONTROL STRUCTURE)TOP
XB
EL. 14.85NW
INV. EL. 10.50
E INV. EL. 10.00
14.5
BLEEDER EL. 10,50
+
81.92, +
OVERFLOW EL 13.85
___
bb
+__ ____
_ ___ _o�__ _
___________BENCHMARK
3 PROP. 15.21
Esr.
Yy1
#1
5/8' IRON ROD
EL. 16.17
1-STORY
' •<,
N.A.V.D.1988
t631
DISCOUNT STORE
,,,
14.85
:.
G.F.A. = 8,593 S.F.
14,35
1
F.F.E. = 15.25 N.A.V.D.
u:
I
m
b�
+
r :.
B
°P0 14.90
14 85
3
�+ +
b o
14,35
Yy¢£
00
Yb
O
0+ + + 6'
Yb' Yby
aw
h
HP
LL
SO #6
15.23 3
TOP EL6 00
N,E INV. EL. 9.25
TOP EL.15.00
14)
a
S,W INV. EL. 9.40
�
E
�
j ®f
35 L.F.15"
RCP @ 0.4%
+Yb
�w -
15.15+
'
PROP.
14.65
+a
co
+
DRAINAGE
14;fi5
---------------
10 �L
I EASEMENT
14,35
32" OAK 49
FICUS
SAWCUT EX.
PAVT. AND
MATCH EL.
jj EX,
ASPHALT
PAVEMENT
EX.
STORAGE
YARD
EX.
BLDG.
EX.
CONC.
PARKING
AREA
Ns
ny
EX.
BLDG.
EX,
CONC.
PARKING
AREA
y 95 L.F. 15" ° ' W 1584 1 YBX c
+YB' 14.20 14.60 14.40 0
SAWCUT EX. 1R440 - ,145'#'
PAVT AND RCP @ 0.3k t < ,; 1430 �•,
9° MATCH EL. r, : .fix
a 1 --.,..
+ 15.25 /A
HYDRANT OA /EX FIRE� + 0y Y1 Bb '4-• ESB
EX. ASPHALT 12.53 42 ryY ry0 3 c ESE v ^ ^
d V Yry' °'�1ry -__ DRIVEWAY ry N .e..�...�......� ri •Y r� ., ❑
ESB� $b9 EX. 6'CONC. SIDEWALK Eo ih APRON-30 .___ ___-_- _ __-____._ t .6'CONC. SIDEWALK �^'9 N00°00_00"E 177.24'
❑ -____-___-____
•� _�_ Y2' tir:;=_-�=-=_=ate-_=__--__-_ -_= ---_- - ---- -- ----- -
� Y � GRATE EL. It,B9 SAWCUT, RE - -�-� =� - --
+-------------- <'s '2 o a MOVE, tiry SEE SIDEWALK pry.
E N - - E INV. EL 8.94 & REPLACE CONC. CONNECTION
x WTNV. EL. 9.00ALK ATEX, -'r' ✓< c,,,
9 m F __ �o�,_4u YBVry - - Y1'�--,,.-_ O _ Yry1 _ ^-_-_FX. 16" FORCF h1A�N C y _ JOINSIDEyTS A5 REQD� YrybY DETAIL �� _ ^ SV
3 ( ORE n y"
Yry FM FM F FM FM FM f M F FM FM r M FM �+-F-01- .-?t---.-..�-��-FWWI_- ___-_-+- 'FI'¢--=-_�i^°_FPR--__=---T_+'_,---H+ F'1 + t+F--_F44----F44---+-+-04-_--__rp}-._-.--Fp4--..-y---^:Gi- F_-00_ r�,< FM FM FM -M FM
Jr ^:) )"aF-.>-.>>.>. i >: >. `='=?=r,-rn--"., _-- i _>'-T^i'=Y- .^,)-' ,( ,<�< 0 >`
+�. �a LENNARD RD. ' �>��><> r,roo,r,<>">�y,�Y,,,<;,ry,<> z�y,r,r�;,r< r< < < t. �. �.F.�,,<,,<,,< . A. ,< NLLLLLL111
, I
=--+---------------------------�---_✓� zs--- (CITY OF PORT 5T. LUCIE OWNED & MAINTIANED PAVED 100' R/W) %^ , 11' • ,yam' � >_-___-�,_ ��_s.�.� ^__=`4.,�C; �._s=!=s_ti� .+ < ,:
�r
____-_ _--_ __--_ _�-_-_ ___-__--_-_ __- _- EL. 2.12 i� WATER
------------ -----------------
TOP EL. t2.14 ER SERVICEEX A-9
0 -- N INV. EL. 9.22 _ - (` N P EL 12 73 o in
TOP EL.1, 9. _N _
EX. A-13 S INV. EL. 6_^48 I I °" N
-- Imo-- ®-- GRATE EL, 12.89 --- -� - "-- a -""��' "� E INV. EL. 8.74 j j^ ®� - __
>''y) r E INV. EL. 9.44
N INV. EL. 6.49 W INV. EL. 8.49 ly ?-; : ><, ^�, E INV. EL 8.92 w
______SINV_---- ------------------ rf-"i_______________________________________________________________________________________________________________________________________.,______________________________________��^^ir_________-________________________ n___L-__________________.-____r______i1.> �
------------------------- --- - - --„ ---JD_[0'-------------
EX.36 RCi -'� I� EX. 36 RCP _ __________________ ____________ _ _ __.____________
----`-- ----------_-_-------------- a- -- - c=' axe: -.-. I I m � � � ' '� _
- ----- - -
EX. 6" WATER MAIN LO - --- -__-_- _^- _'^z`- -r S EX 6" WATER MAIN '- k
-i` EX.- -- --_ , -- _ WM WM °pAy^-� VJM -- " - N; A4 -_-_ VVNI ,1r-_ VVM -- WN1 WM -�'.- M/M -- WM N/M WM >iN --. WM WM WM VVM
' -- RIVE WA WM WM-----P7vEl - WM WM NSI�T_ -`-_ VNv7_^,"---�-YUP1�_._-- ^�^ _ �' _-__-_-_--_-_____---__-- :_��- ___- _-
___-_- EX. B'LONC. SIDEWALK --- _--'-gym - �t__,_�._ ME�LE UCA BLVD.
WM-__Wi�d_'�--•-IOUYL__ NPd WM blM -- WM WM ---- M_,_---iNTd--�^�'_t/p'� -S ,-+_ _ i i.. � �
�1�j,✓---'- EX. 6' CONC. SIDEWALK \
DRIVEWA9 _- __- `'^` (PAVED 80' R/W)
NOS CATCH BA5IN SCHEDULE
SPACING OR REQUIRED ROADWAY /PARKING AREA TESTS ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED
BOX TYPE UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERT
STRUCTURE ELEVATION - FT. N.A.V.D. FROM N.A.V.D. ' 88 TO N.G.V.D. ' 29, ADD 1,48' TO THE N.A.V.D. ELEVATIONS TO SEE SITE PLAN
PER F.D,O.T. 1/2" CHAMFER
NO. TOP NORTH EAST SOUTH WEST WEIR BLEEDER INDEX#232 COVER GETN.G.V.D.ELEVATIONS.
ITEMS TO BE TESTED F.B.V. DENSITY L.B.R. THICKNESS 3,000 PSI CONCRETE
O.S. #1 14 85 N W 10.50 10.00 - - - - TYPE'E' USP 6300 NOTE: �°
CONTROL sTRucluaEl ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE CO PAVEMENT a
SO #2 13.50 - 10.55 10.55 - - - TYPE'C' USE 6212 MAX. SPACING MAX. SPACING MAX. SPACING MAX. SPACING A FILTER FABRIC JACKET IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC _
SO #3 13.50 - - 10.75 10.75 - - TYPE'0' USF 6212 LINIT. .FT. LIN.FT. s .FT. LIN.FT. S .FT. LIN,FT. SORT. DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION SHALL HAVE °.-° � E
SD#4 13.95 11.35 - 11.35 - - - TYPE'O' USE 612 COMPACTED OR BASE ,
STABILIZED SUBGRADE 300 10,000 300 10,000 300 10,000 300 10,000 SLOTS, IN ACCORDANCE TO FOOT INDEX #285.2 OPTION 'B'. JJ
SD#5 13.95 11.35 - - - - - TYPE'O' usP 621z SUBGRADE COMPACTED TO
SO #6 15.00 - - 9.40 9.40 - - V GI M.H, USE 170-E LIMEROCK BASE 300 10,000 300 10,000 300 10,000 SIDEWALK SLOPES PER ADA 98 % MAX. DRY DENSITY PER
SO#7 1 16.00 1 9.25 9.25 - - - - 4'0M.H, USE 170-E
SHELLROCK BASE 300 10,000 300 10,000 300 10,000 AASHTO T-99 METHOD
- - LENGTH MAX. SLOPE LONGITUDINAL
ASPHALT _ - _ - _ - PERINSP. PERINsP. L46' L12 NO HANDRAILS SIDEWALK/PAVEMENT DETAIL
6'< L < 30' 1:12 HANDRAILS BOTH SIDES
N.T.S.
'ROP PAVT, '. 1iY
�
o
a
��..
13.00 13.40 13.50 13.90 1
pp
N
1�1
iOi
in
LAND.
SLOPE
AND.
SLOPE
LAND.
v
5' 5' 5'
5'
�Lug
�
�
12.90 13.30 13.40
13.80
MATCH EX,
EX. 6' CONC.
SIDEWALK EL.12.5±
SIDEWALK
SIDEWALK CONNECTION DETAIL
SCALE: 1" = 10'
BEFOREYOUDID
C L] (2)&I51NWWYS
WAIT ME 511E 106EM Wil
nESv£C11HE /WWxS
OI09AFELY
NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" 6'< L < 50' 1:20 NO HANDRAILS
INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE
OF THE RIGHT EDGE.
TOP EL. 14.85
13.00
IGROUT
B"
li
(TYP.)
2.25'
~
12.00
u
G YOP'T
Ll.
0
15" RCP
J
11.00 INVSEL. 0.50
m 1~-
a
BLEEDER
LIJ
Z�
.: m
_ EL. 10.50
INV. EL 10.00
10.00
EL. 10.00
a�
BOTTOM
SCALE;
C:S" #1 1" = V V C.S. #1
CONTROL STRUCTURE WEIR PLATE
TYPE 'E' BOX
CROSS SECTION LOOKING NORTH
14.00
PROP. PAVT. EL. 14.0±
13.00
p
12,00
PROP, 15" RCP
INV. EL, 11.3±
Z
11.00
LL
6" MIN.
Lu
10.00
ui
PROP. 15"
RCP
9.00
INV. EL. 9.2±
8.00
INTERFERENCE POINT #4
SCALE: V = 3' H
P=3'V
DETECTIBLE
WARNING
HANDICAP RAMP DETAIL
N.T.S.
GENERAL CONSTRUCTION NOTE5: -I w
Le
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO ca p
BIDDING WORK AND SHALT. TAKE INTO CONSIDERATION ANY OMISSIONS, w
UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF cs�
PAVING, DRAINAGE, AND UTILITIES, SHOULD UNCHARTED OR INCORRECTLY CHARTED
UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT LLJ IN
ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES 0-
OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND ENGINEER OF 0 �
RECORD. �o
(n
J
2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE w o 0 z
CITY, COUNTY, STATE, AND FEDERAL REGULATIONS, CODES, AND ORDINANCES,Lij
INCLUDING OSHA AND FOOT SPECIFICAIONS, LASTEST EDITION UNLESS OTHERWISE z 0_ Q L!
AUTHORIZED BY THE ENGINEER IN WRITING. z a_
wQ g
3. LOCATION AND SIZES OF ,ALL EX. UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR IS
RESPONSIBLE FOR EXACT FIELD LOCATION AND SIZES PRIOR TO COMMENCEMENT OF
ANY CONSTRUCTION TO ALLOW FOR PIPE RECONFIGURATION IF NEEDED. THE
CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES AT LEAST 46 HOURS IN LL
I EN
( ,
ADVANCE OF CONSTRUCTION OPERATIONS. V 0
4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF Z ((O
THE ENGINEER PRIOR TO COMMENCING WORK.
5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR LL (n j z
WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 0! J 0] 000
6. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS / LICENSES PRIOR TO O W N N
O w IO
COMMENCING WORK. 0 U O'1 N N
� LL
7. THE CONTRACTOR SHALL KEEP COPIES OF ALL PERMITS, PLANS, AND SPECIFICATIONS ( � J v
ON SITE DURING CONSTRUCTION. V :D J H
U7 F- L
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTING TO BE V) r Q
PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER Z qS H- W r L _
OF RECORD, THE CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER OF U 0
RECORD ON ALL SUB GRADE'. AND BASE. TESTS SHALL BE PREPARED IN ACCORDANCE O In 0 J � W
WITH AASHTO T-180 METHOD AT ALL AREAS OF DISTURBED ASPHALT & PIPE / 1
TRENCHING. LLJ 0)
Ld coU
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE RESULTING z UJ
FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC. (7 N � N Of
�
10. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF Z 00 wW I" 0_ U
ONE YEAR FROM THE DATE THAT PROJECT HAS BEEN ACCEPTED. ALL FAULTY
CONSTRUCTION AND/OR MATERIALS THAT OCCUR DURING AFORESAID PERIOD SHALL uj
BE CORRECTED AT THE CONTRACTORS' S EXPENSE AND IN A TIMELY MANNER.
11. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE,
COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF 1�
PUBLIC STREETS OR HIGHWAYS.
12. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY
OWNERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIR EXISTING
FACILITIES.
H
13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO ANY w
REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FOR (/) o
INSPECTIONS AND/OR TESTING. z "
ZO 3
14. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AS -BUILT SURVEYS CERTIFIED BY A - ¢ �
LICENSED SURVEYOR UPON COMPLETION OF CONSTRUCTION AND SCHEDULE A FINAL V) C)
INSPECTION WITH THE ENGINEER OF RECORD. W
15. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE ry W U
PROTECTED. IF A CORNER MONUMENT 15 IN DANGER OF BEING DESTROYED AND HAS ti
NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY w
SURVEYOR WITHOUT DELAY BY TELEPHONE. a
16. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE
REMOVED AND REPLACED MITTH A GRANULAR MATERIAL. m `�
17. IF MUCK OR ANY OTHER UNSUITABLE MATERIAL I5 ENCOUNTERED, THE MATERIAL
SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND wx
COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. W
18. LOCATION OF STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE V
ADJUSTED TO ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS.
19. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES GALVANIZED
CORRUGATED METAL PIPE, BCCMP INDICATES BITUMINOUS COATED CORRUGATED O
METAL PIPE. CAP INDICATES CORRUGATED ALUMINUM PIPE. CPP INDICATES Q J
CORRUGATED POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE LL
SYSTEMS, INC. (ADS).
20. MITERED END SECTIONS SPECIFIED ON THE PLANS SHALL BE IN ACCORDANCE WITH
FOOT STANDARD
21. COMPACTION REQUIREMENTS FOR PIPE BEDS SHALL BE 90% OF MAXIMUM DRY Q LL
DENSITY. Z B `
22. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE Q vl I i
ANY FLOODING OF PRIVATE PROPERTY. Z LL/�
23. ALL STORM SEWER LINES AND DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS V J
AND ERODED MATERIALS DURING THE FINAL STAGES OF CONSTRUCTION. Q
24. ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE Q
CONSTRUCTION AND NOT ALLEVIATED AS PART OF THE PROPOSED IMPROVEMENTS, 06
SHOULD BE BROUGHT TO THE ATTENTION OF THE GOVERNING AUTHORITY AND THE
ENGINEER OF RECORD.
25. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN
TO REMAIN. IF ANY TREES MARKED TO BE REMOVED CAN BE SAVED, THE CONTRACTOR
SHALL SAVE SAID TREES. SHOULD ADDITIONAL TREES NEED TO BE REMOVED, THE
CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF RECORD FOR
APPROVAL PRIOR TO REMOVING SAID TREES.
26, IF EXCAVATED FILL MATERIAL IS REUSABLE, STOCKPILE EXCESS FOR USE IN
LANDSCAPED AREAS.
27. UNUSABLE CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND HAULED TO AN
APPROVED DISPOSAL SITE. AS AN ALTERNATIVE, BURNING ON SITE WILL BE ALLOWED
WITH PROPER PERMITS. LOCATION OF BURN SITE SHALL BE APPROVED BY OWNER, Q Q
28. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO O
PRE -CONSTRUCTION CONDITIONS OR BETTER. ALL EXISTING SIGNAGE, PAVEMENT 0'
MARKINGS, ABOVE GROUND APPURTENANCES, ETC, SHALL BE RESTORED IN KIND. -:10
// OJ
29. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE �� LL LL
TOP OF CURB OR SIDEWALK. I5 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS
FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR ADDITIONAL CLARITY. Q Z
30. ALL CONCRETE SHALL DEVELOP A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI 0
UNLESS OTHERWISE NOTED.
31. ALL REINFORCING STEEL 514ALL CONFORM TO ASTM A-615 AND HAVE A TENSILE Lu
Z U
STRENGTH OF 60,000 PSI UNLESS OTHERWISE NOTED.
�
32. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED AS APPROVED BY THE ENGINEER ZJ
OF RECORD. W F-
33. NO WATER OR SEWER SERVICE IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE I5 ..j
RECEIVED FROM FDEP,IF APPLICABLE.
34. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AND THE FOOT
"ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX #600", LATEST EDITIONS.
35. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING
EROSION AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED
HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO
PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND
WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN
COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO
ADJACENT PROPERTY AND WATERWAYS.
.. 00 1 LD y
W
36. ALL BERMS AND GRASSED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE w :11 o Z o: y �
WITH THE APPROPRIATE 5EcCTIONS OF THE ABOVE REFERENCED SPECIFICATIONS a a a w o 0
UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER OF RECORD. V) o 0 o 0 a
37. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY VELCON GROUP, INC.
DRAWING NO.12-066. ALL ELEVATIONS PER BENCHMARKS REFERENCED ON SURVEY. SHEET NO.:
2
OF
JOB No.
12-066 ENG
17.00
16.00
15,00
Q 14.00
Q
Z
H- 13.00
LL
W
LLU 12.00
11.00
10.00
9.00
17.00
16.00
15,00
G) 14.00
Q
Z
H 13.00
LL
>
W
W 12.00
11.00
10.00
9,00
N
EX. CONC.
SIDEWALK
15,
SOD/LANDSCAPE
�- MATCH EX.
GRADE EL.12.7±
31'
PROP. PAVT.
EL,14.30 INVERTED CROWN EL.
VARIES 13.50 - 14.15
CROSS SECTION
PROP, 151, RCP
INV. EL.11.2+
5' 3.5' 10' 1 29.9' 10 7'
SOD SOD 500 50D SOD 50D/
LANDSCAPE
PROP. FFE = 15.25 1 1 1
CROSS SECTION
8" 7" PORT. CEMENT CONCRETE PAVEMENT (4,000 PSI)
=1II _
STABILIZED SUBGRADE MIN. DEPTH
OF 12", COMPACTED TO 98 % MAX. DRY DENSITY MOD.
PROCTOR PER AASHTO T-180 METHOD, MIN. LSR40.
NOTE,
1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE
CONSTRUCTED OF FDOT APPROVED CLASS II CONCRETE.
SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS
OF TWELVE INCHES WITH A MINIMUM LIMEROCK BEARING
RATIO OF 40.
2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH
ADDITIVE OR WITH 6x6 #10/#10 W.W.M.
3. SAW -CUT JOINTS @ 15' O.C.
EXPANSION JOINTS @ 40' O.C.
TYPICAL ONSITE CONCRETE PAVEMENT DETAILS
N.T.S.
3" 0, 51.0 pee�
Oaepen Around Outajda
Edge Of Pip. For 5d
Paid For
TOP VIEW -SINGLE PIPE
Under Unit
SECTION
4:1 Miler: To I Pbe fo, pigs 18" And smaller.
2a For Pp. 24 Md Largay
21 Miter: To I Plyya For Pipes 18" A•I4 Smaliv.
1:1 For PIP. 24" And Larger
MATCH EX.
GRADE 14.0±
JLALC: 1"' = 1V n
1" = 2' V
1.25" TYPE SP 9.5
FINE ASPHALTIC
CONCRETE
TRAFFIC LEVEL B
on An
42'
6'
6'
PROP. PAVT.
CONC.
LANDSCAPE
SIDEWALK
EL.
EL.
EL.
15.00
15.10
15.15
PROP. FFE _
EL.
�-
JLALC� 1"' = 1V n
1" = 2' V
14.50
17.00
16.00
15.00
Q 14.00
Z
13.00
W
W 12.00
11.00
10.00
9.00
CRO55 SECTION
PROP. PAVT. 10,
500 / LAN(
EL. VARIES
14.10 - 14.50
PRIMECOAT SEALANT TO BE APPLIED
ON TOP OF BASE COURSE
CONSTRUCT 6" LIMEROCK OR
COQUINA BASE COMPACTED TO
98% MAX. DRY DENSITY PER AASHTO
T-180 METHOD, LBR 100
�-STABILIZED SUBGRADE MIN. DEPTH OF
NOTE: 12", COMPACTED TO 98 % MAX. DRY
PAVEMENT SHALL HAVE MARSHALL DENSITY PER AASHTO T-180 METHOD,
STABILITY OF 1,000 LBS. MIN. LBR40, MIXED AND HOMOGENEOUS
MATERIAL
TYPICAL ONSITE ASPHALT PAVEMENT DETAILS
N,T.S
TOP VIEW-MULIIPLE PIPE
NOTE: See duet 6 for details and notes. CROSS DRAIN
MITERED END SECTION
SINGLE AND MULTIPLE ROUND CONCRETE PIPE
F,D.O.T. INDEX NUMBER 272
,crow.
17.00 L6' 4'
$OD / LA SCAPE
16.00
MATCH EX. I EL. PROP. FFE = 15.25
15.00 GRADE 16.0± 15.0
Q 19.V V
Q
Z
1- 13.00
LL
W
W 12.00
11.00
10.00
9.00
i EL, 14.5
I
CROSS SECTION
EX. PAVT_
I
MATCH EX. I
GRADE 14.5±
SCALE: 1" = 10' H
1" = 2' V
SAW -CUT AND TACK COAT
EXISTING EDGE
EXISTING ASPHALT
0 PROP,151, RCP
INV. EL. 9.7±
PROPOSED ASPHALT PAVEMENT
EXISTING BASE--/ N PROPOSED BASE
EXISTING SUB -GRADE PROPOSED SUB -GRADE
ASPHALT PAVEMENT SAWCUT & BUTTJOINT DETAIL
N,T.S.
6" Mint
8"
2'-0" 4 When used on high side of roadways, the cross slope of the
M.,
shall match the cross slope of the adjacent povemegt
on plans. Ls On Low Side Of Pavement
TYPE F The thickness of the lip shall be 6', unless otherwise shoTWr llB"Ve }"Above LID Of Gutter. Surface
Note: For use adjacent to concrete or flexible pavement, concrete shown. On High Side To Be Flush With Up Of
For details depicting usage adjacent to flexible pavement, see diagram right. Curb Or Curb &Gutter.
Expansion joint, preformed Joint filler and Joint seal are required between curb & gutter
and concrete pavement only, see diagram right. Slope Varies
CONCRE«V CURB AND GUTTER
�^�
n" I Flexible Pavt.
� /Joint Seal
a -T G-
,� 0 Applies to both high and low sides of pavement, low aide shown.
°one Pav° CURB AND
TO FRLEXIJBLE PAVEMENTS
1Z Joint And
Preformed Joint Filler
Joint
TYPE D
Note: For use adjacent to concrete or flexible pavement, concrete shown.
Expansion joint, preformed joint flyer and Joint seal are required between Our L;�nCcEreteVConcretand concrete pavement only, see diagram right. CONCRETE CURB
Depth Of Sawcut And
3j"Max. r Preformed Joint FIIIeA
0' Min' -[_. 5" Max. O Applies to both high and low sides of pavement, low side shown.
L o" Max' EXPANSION JOINT BETWEEN GUTTER
TYPE F AND CONCRETE PAVEMENT
Sawcuts should be avoided within valley gutter and within curb and gutter ending..
CONTRACTION JOINT IN CURB AND GUTTER GENERAL NOTES
1. For curb,gutter,and curb and gutter pro,de}'contraction
Joints at 10' centers (max.). Contraction Joints adjacent to concre
pavement on tangents and flat curves are to match the pavement
Joints, with Intermediate joints not to exceed 10' centers.
Curb,gutter and curb & gutter expansion joints shall be located In
accordance with Section 520 of the standard specifications.
2. Ends of Curbs Types 8 and 0 shall transition from full to zero
4" Min. heights In 3 feet.
4" Min., 5" Max.
5" Max.
-"j.p"Or}"MOles
2" Min.
3" Max.
IYT
D0P,th Mi Sawcut
3} Mn..
TYPE D
CONTRACTION JOINT IN CURB
-}"Pitch Optional No. 4 Bars, 18" Lon
13=2„ (Two Per Guard)
Cost Or Rubbed
CONCRETE BUMPER GUARD
CURB & GUTTER DETAIL
F.D.O.T. INDEX NUMBER 300 1 of
P=10'H
1" = 2' V
CONSTRUCTION FIELD OBSERVATIONS
W
IF-
I. DRAINAGE
N
A. LAYING OF PIPE (BEFORE BACKFILL)
B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE.
N
C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND
w
5WALES.
D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION I5
CD
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EVIDENT.
II. UTILITIES(PERMITS)
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A. PIPE LAYING IN RIGHTS -OF -WAYS.
B. JACK AND BORING / DIRECTIONAL BORING.
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C. WET TAPS.
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D. ABOVE GROUND MANHOLE INSPECTIONS AND INSTALLATIONS.
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III. CONCRETE
X
A. CONSTRUCTION OF CURBING, SIDEWALK, NON -BUILDING SLABS,
AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE.
ILL.
U
IN
IV. PAVEMENT
Z
LO
A. LINE AND GRADE (CERTIFICATION).
L
B. SUBBASE (PRIOR TO ADDING BASE MATERIAL)
C. BASE (PRIOR TO PRIMING AND SAND SEAL)
T
D, BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF
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ASPHALT)
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E. ASP14ALT OR CONCRETE (WHILE PAVING IS IN PROCESS).
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F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD
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(ABOVE INSPECTIONS APPLY).
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G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT.
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H. FINAL PROJECT OBSERVATION.
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PROJECT CERTIFICATION REQUIREMENTS
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I. PAVEMENTTESTING
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A. FLORIDA BEARING VALUE (FBV) OR LIMEROCK BEARING RATIO
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(LBR) TEST RESULTS.
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B. COMPACTION TEST RESULTS.
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C. BASE MATERIAL TEST RESULTS.
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D. ASPHALT TEST RESULTS.
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II. WATER AND SEWER
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A. DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFICATION
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FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE),
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IF APPLICABLE.
B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE,
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C. BACTERIOLOGICAL AND PRESSURE TESTING FOR WATER MAINS.
D. VIDEO AND EXFILTRATION TESTING FOR GRAVITY SEWER MAINS,
IF APPLICABLE.
lesses
t�
E. PRESSURE TESTING FOR FORCE MAINS, IF APPLICABLE.
F. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF
APPLICABLE.
III. CERTIFICATION AND RECORD DRAWINGS
A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR
COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS
ALONG WITH RECORD DRAWINGS FOR THE PROJECT.
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NOTE'
ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED
UPON NORTH AMERICAN VERTICAL DATiUM OF 1988 (N.A.V.D). TO CONVERT
FROM N.A.V.D. '88 TO N.G.V.D. ' 29, ADD 1,48' TO THE N.A.V.D. ELEVATIONS TO
GET N,G.V.D. ELEVATIONS.
AImSY Oess L.'-:ju dry.
BEFORE YOU DIG
G1u n5tlF1)eueINESS care
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12-066 ENG
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30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
LEGEND
+�
EXISTING GRADE
ELEVATION
T/CURB
21,50
21.00
B/CURB
PROPOSED ELEVATION
(H.P. = HIGH POINT)
RUNOFF FLOW DIRECTION
O
PIPE INTERFERENCE
POINTS
EXISTING WATER MAIN
- rM -
EXISTING FORCE MAIN
--------
EXISTING EDGE OF
PAVEMENT
0
EX15TING LIGHT POLE
%;
PROPOSED CATCH BASIN
0
PROPOSED CLEAN OUT
1 EX. SMELLROCK
PARKING AREA
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126.6'
EX
CONC. EXISTING
ALUMINUM STEEL
POLE BARN
EX.
CONC.
00
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CUT 6REMOVE
- 25 L.F. EX.
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2" 90" ELL 191 L.F. 2" DR11 POLY 2" CHECK VALVE FORCE MAIN
F (DIRECTIONAL BORE)
HYDRANT l.A
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EDRIVEX. ASPHALT
DRIVEWAY
,...�....�.�. .a�..�..e....... s ISO AGR
ESE EX. 6• coNc. s2oewALK
- -�-_--- --- SAWCUT, REMOVE,
15" OAK
6" PVC
BLDG. SEWER
@ 1.0% MIN.
W/ it CAP, '-
PROP.
GRNDER STATION
TOP EL. 15.25
INV. EL. 7.25
PROP.
2G'X20' UTILITY
I w d REPLACE ASPHALT "< EX. A-1I , i-
¢ -d@ GRATE EL.11.89 II SAWCUT, REMOVE,
& CONC. CURB AS RE D.
E INV. EL, 8.94 & REPLACE CONC.
Q f N t
-6 11 SIDEWALK AT EX.
3 of m EX 16" FORCE MAIN 11 JOINTS AS REQD.
FM - FM - F
M - F
;,-, :
�t� FM
- FM FM FM - F.'4 Z'L-
__ r,-�aa:�aaaaaLENNA
D
D.
(CITY OF PORT ST.LUCIE
OWNED & MAINTAINED PAVED 100'R/W)
-------------------------
1/�.{\�.
=a- a
__
--
- -�-
TOP EL. 12.14
E%. A-13
N INV. EL. 9.22
S INV. EL. 6.48
�'- -•--
-= GRATE EL. 12.89 �.-,•_-
..�...-
..^^-^,
..e,W.-•...,...
E INV. EL��
NINV. EL. 6.65
=.+C �> SINV. EL. 6.65 �-Y
W INV. EL. 8.49
_________________________ _________________ _________________y r___________________
EX. 36'RCP P 4 ---
____________________________________________________________
36"RG4
___________--_____________________________________________________________________.�
_______________________�i
__-_-_� 3
VJM -----.._Ni&,--
EX 6 WATER MAIN -----C
1. J-' �-
VVM-- `--VIM -_ ��__- WM
- ---� __�_
_ EX,
RIVEWA _ -__WM
-
- "--_"-_
-�l�%tA
_
VVFvI = Vi�Fif
EX.B CONC. SIDEWALK
--- WM
__
'�---_-__
VJM Baas �-c- WM
a_-----._
a"�.T-�__
14.00
14,00
PROP. PAVT. EL. 14.01
14.00
PROP. PAVT. EL.13.71
13.00
13.00
13.00
PROP. PAVT. EL. 12.31
in
12.00
p
12.00
PROP. 15" RCP
to
>
12.00
>
PROP. 15" RCP
EL. 11.21
>
INV. EL. 11.31
Z
ZINV.
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11.00
H
11.00
H
11.00
LL
U-
6" MIN.
LL
>;
18" MIN.
PROP. 6" PVC
>
LU
W
10.00
UJ
10,00
SANITARY
INV. EL. 9.81
LU
W
10.00
-3
LATERAL
PROP. 1" DR9 POLY
INV. EL. 9.31
9,00
WATER SERVICE
9.00
9.00
TIBV"
IN.
8.00
8.00
8.00
INTERFERENCE POINT #1
SCALE: 1" = 2' H
1"=2'V
row
sei° you
rau;wopl"usmrssu.va
warAax rxe &'re ro "a wraao
aamraxr
INTERFERENCE POINT #2 INTERFERENCE POINT #3
SCALE: V = 2' H SCALE: V = 2' H
V 2'V 1"=2'V
24" OAK 2W OAK
N 00%1'WW 176.67'
srnrzoN
(R MOVE c.w�.2f�
pJ
PROP.
10'WUTILITY
EASEMENT
EX. 6' CONC, SIDEWALK
N 00'00'00" E 177.24'
�60 L.F. V DR9 POLY
WATER SERVICE
_
SEE DETAIL 'A'
THIS SHEET FOR
3/4" HOSE 818
WATER SERVICE DESIGN •-
______________________________
_______ ° --,-
�-/•,-~~--�X.6"WATER MAIN '
WM - WM .-h-6- VVM - WM - VIM -
-EX. 2" POLY -
WATER SERVI °-- CE -
32" OAK
� 11.51
L_J
11 1 z
`tes'
FICUS
EX.
ASPHALT
PAVEMENT
EX
STORAGE
YARD
EX.
BLDG.
EX.
CONC.
PARKING
AREA
EX.
BLDG.
EX.
cow.
PARKINS
AREA
Sv
r
FM FM FM --#tJM� FM
3
' TOP EL. 12.73 O
NINV. EL. 9.44 N A
>' Y ; S INV. EL 9.44
`�.' E INV. EL 8.92 x
______________________ ____rr Ili -S. ________W
________
- VVM WM WM , ` Yj7 -- WM WM VMA wM -
MEIALEUCA BL�i1 D.
'.L�eesavJiaiKCL-zap_-'KCas�aC�-a_}!n /
- 6' ---- SIDEWALK- --____-_ V (PAVED 80' R/W)
GENERAL UTILITY CONSTRUCTION NOTES:
1.) LOCATION OF UTILITIES AND SERVICE POINTS ARE APPROXIMATE.
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
LOCATION, SIZE., AND DEPTH OF ALL EXISTING UTILITIES.
2.) WATER & FORCE MAIN PRESSURE TESTING: 150 PSI.
3.) HYDROSTATIC TESTS CONSISTING OF PRESSURES TEST AND
LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED
WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND
APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH
AW WA C-600 OR M-23 AS APPLICABLE.
4.) DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE
PERFORMED IN ACCORDANCE WITH AWWA C-651, DISINFECTING
WATER MAINS.
5.) ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE
REQUIREMENTS OF THE PSLUSD.
6.) FOR ITEMS NOT ADDRESSED IN PSLUSD SPECIFICATIONS, FOLLOW
FOOT STANDARD SPECIFICATIONS, LATEST EDITION.
7.) BACKFLOW PREVENTER SHALL BE REDUCED PRESSURE ZONE UNIT IN
ACCORDANCE WITH DEPARTMENT OF ENVIRONMENTAL PROTECTION
AND PSLUSD STANDARDS.
a.) SLOPES FOR 4" SEWER SERVICES TO BE MINIMUM 2% AND SLOPES
FOR 6" SEWER SERVICES TO BE MINIMUM 1 Y, UNLESS OTHERWISE
SHOWN ON PLAN,
9.) SPACE CLEANOUrS NOT MORE THAN 75' APART.
10.) POTHOLE TO VERIFY ELEVATION OF EXISTING UTILITY LINES.
11.) SEE GENERAL CONSTRUCTION NOTES SHEET 3 FOR ADDITIONAL
SPECIFICATIONS.
EASEMENT)
GRINDER BLDG.
WATER WATER
SERVICEI I SERVICE
(1) 1" Water h'ca er PSLUSD
(1) 1" RPZ P.O.S.
Per PSLUSD
Detail PS-05
CONST.
EX. 2" WATER-%'�i ",Ex cOAK .,
2"x2" TEE
(2) 2" 90a ELLS
,
--=SERVICE _._ SID_EW_ALK°_�_ -
-------------_-
1 5/8"x3/4" WATER METERS
b^`/
--------L-------
1r03/4"RPZs
I EX. TYPE T' CURB
(2) 1" DR9 POLY
WATER SERVICES
DETAIL 'A'
SCALE: i" =10'
CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT
PSLUSD Hereby releases these construction plans. PSt USD makes
no representations that the plans are accurate nor does PSLUSD
represent that the plans Will meet the needs of the orgect. The
Engineer of Record and utility contractor are hereby no€ivied that any
product or Work that faits to meet the specifications and poficies of the
PSLUUD as well as other applicable agencies Weil not be aecept6d.
PSLUSD is not responsible for additional project costs or'time delays
due to the inability of project personnel to meet said requirements.
REVIEWED -
® NO COMMENTS By: CIS prigs
REVIEWED -
0 SEE COMMENTS Date: 6/26/2015
NOTE;
ALL TLEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED
UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A,V,D.). TO CONVERT
FROM N.A.V.D. '88 TO N.G.V.b. '29, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TO
GET N.G.V,D. ELEVATIONS.
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MINIMUM CONSTRUCTION BTANDAEOE FOR
CITY or PORT ST. WCIE STANDARD SEPARATION �ATE: 0312010
900 S.E. OGDEN L1Ne CALE: N•T.e.
PORT ST. LUCIE ,FI E .. REQUIREMENTS
PHONE (712) 873,6100 FAX 1TT2)117 4 3 NEET:1 OF 1
�-'-24"" WATER, SEWER OR REUSE
++{ 4 I CAST IN COVER AS APPLICABLE
4 WIRE PORT I 3"0 X 4" THICK BRONZE DISC ANCHORED IN
CONCRETE PAD WITH HOOK DISPLAYING b" DEEP
,4" A b'GV A TURNSSTO CAST
OPER OPERATE & SCHEMATICALLY STATING
BIDENER TIFIED
X% TLRNS MAIN & VALVE LOCATION
12"
r-3"-�1
L12" 4"�-� ;2"PIN FOR_
L#.
CONCRETE VALVE COLLAR ANCHOR
SECTION A -A
WIRE
#4 REBAR 24" X 24" X 6" THICK
FINISH GRADE-\ I- CONCRETE COLLAR
:O LOCATOR
n WIRE
RISER
MATCH EXISTING SURFACE
ROAD MATERIAL
CAST IRON VALVE BOX
VALVE BOX ALIGNMENT DEVICE
(SEE NOTE #2)
VALVE
PIPE PER
APPROVED PLANS
EXCAVATED BASE REPLACEMENT
TRENCH WIDTH TRENCH LIMITS OF NEW
WIDTH
PAVEMENT
SOLID COPPER LOCATOR WIRE I
I
SHALL BE PLACED ON TOP OF PIPE
AND LOOPED AT EACH BELL FOR I FINISHED GRADE - - - _ - I `I -
ALL WATER AND FORCE MAINS - - - - TRENCH WIDTH
--i--- I I
-77
(SAWSCUTNOTE AND 1
FINAL \ I / / REMOASPHALT)TIVED NG
CUT
BACKFILL /� MECHANICAPAVEMENTL SAW
NEATEXISTING
STRAIGHT LINEI(TYPICAL)
I 'SEE NOTE #4
TACK COAT PLAN VIEW
ALL SURFACES
I 12' & EDGES OF 12" 12" 6" 6" 12" 12" ASPHALTIC CONCRETE
L J (FLAT TAMP) OF EXISTING TYPE & THICKNESS TO
6" MIN. 6" MIN. \ PAVEMENT MIN. MIN.
H ADJACENT ROAD
r-N \ 12" MAX. 12" MAX.' MATCH THE
-� (MIN. 1" THICKNESS)
�a INITIAL /\ PIPET APPLY TACK
ww BACKFILL \ PIPE -- (SIDE TAMP EXISTING COAT TO MECHANICAL SAW CUT
EXISTING PAVEMENT
w� HAUNCHING,;: �\ PAVEMENT CONCRETE TYPICAL)
BEDDING �/ EXISTING BASE
FOUNDATION �/
FINAL
(REQUIRED WHEN UNSUITABLE BACKFILL CONCRETE
MATERIAL IS UNDISTURBED SOIL (SEE NOTE 5)
ENCOUNTERED) INITIAL
BACKFILL N
NOTES:
1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH
BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS.
2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM
EMBEDMENT SHALL BE COMPACTED TO FINAL BACKFILL REQUIREMENTS. IF THE PIPE IS
INSTALLED IN A COMPACTED EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND
COMPACTED TO 12" MIN. COVER BEFORE INSTALLATION OF PIPE.
3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM
AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH
OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED.
4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT.
5. AN APPROVED LOCATOR WIRE SHALL BE USED PER THE QUALIFIED PRODUCTS LIST.
6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD
STANDARDS.
DETAIL:204
MINIMUM CONSTRUCTION STANDARDS FOR
CITY OF PONT ST. Lucia STANDARD PIPE TRENCH CROSS DATE:0312010
NO B.E..GDEN LAME SCALE: N.T.B.
•o"ruti PORT ST.LUCIE, FL SONS SECTION
PHONE (772) 873-0404) FAR (7/2) 8T389E8 SHEET:1 OF 1
UTILITY I CUSTOMER
PLAN MAINTAINED MAINTAINED
* ANGLE VALVE -
METER VALVE
W/LOCK (BRASS)
PACK JOINT * TEE
90•
LOCKI G CURB 90' BEND
STOP l((TYP) (TYPICAL)
BALL VALVE
(TYPICAL)
BALL VALVE
* METER BY PSLUSD (TYP) (TYPICAL)
REDUCED PRESSURE ZONE (RPZ)
PROFILE BACKFLOW PREVENTER ASSEMBLY
TEES AND
BENDS FOR
MULTIPLE BALL VALVE
CONNECTIONS-) I (TYPICAL)'?
TRENCH
WIDTH
SECTION VIEW
NOTES:
1. PAVEMENT RESTORATIONS FOR LONGITUDINAL CUTS IN ALL STREETS SHALL BE FULL LANE
WIDTH
WITH FULL LANE WIDTH RESURFACING FOR EACH LANE WITHIN THE LIMITS OF THE CUT,
T N MIT OF THE
2. WHEN AN ARTERIAL IO MAJOR COLLECTOR STREET IS OPEN CUT R HI THE LIMITS
CONCRETE.
V INTERSECTION, ENTIRE INTERSECTION
SHALL BE OVERLAID WITH ASPHALTIC
ROADWA NTE N, THE EN E
3. WHEN STREETS OTHER THAN ARTERIALS OR MAJOR COLLECTORS ARE OPEN CUT MORE THAN TWO
TIMES AT THE INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE.
TWO OPEN CUTS OR LESS AT THE INTERSECTION WILL REQUIRE OVERLAYING WITH ASPHALT ONLY IN
THE OPEN CUT AREA,
4.THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL PAVEMENT MARKINGS PRIOR TO OVERLAY.
THE CONTRACTOR SHALL THEN PLACE NEW PAVEMENT MARKINGS AT THE SAME LOCA
TIONS. PAVEMENT
MAR
KINGS SHALL BE IN ACCORDANCE TO F .D.O.T. STANDARDS.
5. 3,000 PSI CONCRETE WITH FIBER (8" MIN.)
6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS,
ALL BACKFILL SHALL MEET DENSITY REQUIREMENTS OFF100% T-180.
MINIMUM CONSTRUCTION STANDARDS FOS DETAIL: G.US
CITY OF PORT f. LUCIE ROAD CUT PAVEMENT GATE: 031MIG
900 E.E. OODEN LANE
PORT ST. LUCIE, FL 34883 RESTORATION SCALE: N.T.B.
PHONE rr2 6T3.e4 ] M N ( I 00 PAR T]2 8 184
1 1 SHEET:1 OF 1
FINISH COVER MARKED 'SEWER" MATCH
GRADE AND PAINTED GREEN FINISH
GRADE
4 4
0 z o.
0 a "
ACCESS BOX
AND COVER
\_CONCRETE COLLAR
W/ (1) #4 REBAR
SCREW CAP/PLUG
1:112i=j
45' PVC ELBOW
(SEERKER NOTE #3)BALL v/ �45' PVC WYE
ANGLE VALVE �c LOCKING
* METER VALVE CURB �k METER
z
•?•':::', ;:.-BAG OF CONCRETE MIX W/LOCK (BRASS) STOP z
. ,.:.. PACK JOINT
' FINISH GRADE N `.d-
NOTES.*IAN
1, WHEN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE _ - - - - - - -
PVC
REQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED * TYPE "K" COPPER OR BRASS N
TO THE EXTENSION, IS ALSO REQUIRED.
SEE DETAIL W-2A FORD PVC CAP AT
2. A VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOX CONNECTION TO MAIN TERMINUS
AGAINST THE OPERATING NUT. ~- TO BUILDING NOTES:
3. BOLT DOWN COVER SHALL BE USED IN ALL AREAS. NOTES: 1. AN ACCESS BOX AND COVER ON THE QUALIFIED PRODUCT LIST SHALL BE USED.
4. C900 P.V.C. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED. 1. SEE DETAIL W-02A FOR ADDITIONAL NOTES. 2. CLEANOUT ASSEMBLY SHALL BE INSTALLED AT A MAXIMUM 75' INTERVALS AND AT TERMINAL
54 RPM'S SHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS. 2. AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE POINT OF THE PSLUSD RESPONSIBILTY. THE LOCATION SHALL BE IN ACCORDANCE WITH THE
FROM ACCIDENTS, REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION. PSLUSD UTILITY STANDARDS.
6. THE TOP SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL
BE PAINTED BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS. * ENGINEER -OF -RECORD TO CALCULATE PIPE AND FITTING SIZES TO ACCOMMODATE 3. MARKER BALL SHALL BE STRAPPED TO THE ELBOW,
7. VALVE SHALL BE INSTALLED SO THAT OPERATING NUT AND VALVE BOX ARE LOCATED ON THE NUMBER OF & SIZE OF METER PROPOSED. THE NUMBER OF METERS SHALL BE A MAXIMUM
RIGHT-OF-WAY SIDE OF THE MAIN, OF 4 AND THE MINIMUM SIZE SERVICE SHALL BE 2'.
DETAIM W 026 DETAIL: WW-0S
DETAIM -7 MINIMUM CONSTRUCTION BTANOA0.08 i0A MINIMUM CONSTRUCTION STANDARDS FOA
MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE DATE: 1O120N CITY OF PONT ST. LUCIE DATE:0912010
CITY OF PORTST.Lucia DATEI:::10 COMMERCIAL MULTI -SERVICE '1 NO B.E.OGDEN"HE SANITARY SEWERCLEANOUT
a SOO S.E. OODEN LANE TYPICAL VALVE BOX AND COLLAR E00 3.& OOOEN LANE SCALE: N.T.8. PORT ST. LUCIE, PL USES SCALE: N.T.B.
PORT ST. LUCIE,fL 348B3 SCALEI N.T.B. PORT BT.WGE, FL 34393 METER BANK ASSEMBLY PHONE IT'Mt E]33400 PA%TT28]3AA30
PHONE (TTA) W38400 FAR
Q]2) e'I3{433 SHEETII OF t PHONE (TT2) BTSS800 FAX (A2) O3-0413 E] BNEET 2 OF 2 1 ) BNEET: t OF 1
WATER DISTRIBUTION NOTES:
1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO
THE STANDARD SPECIFICATIONS OF THE PSLUSD,
2. WATER MAIN WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC), SHALL CONFORM
TO AWWA C-900 OR C-905, PRESSURE CLASS 150, DR (18). WATER MAIN WHERE
SPECIFIED AS POLYETHYLENE (PE), SHALL CONFORM TO AWWA C-901 OR C-906,
STANDARD CODE DESIGNATION PE3408, PIPE CLA55 200, DIMENSION RATIO,
DR (9),
3. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR.
4. FITn NG5 SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 AND
ANSI A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED.
5. GATE VALVES SHALL BE RESILIENT SEAT TYPE BY AN APPROVED MANUFACTURER
AS DETERMINED BY THE PSLUSD. VALVES SHALL CONFORM TO AWWA C-509.
6. WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH
PSLU,b DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL
SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY THE CITY, COUNTY, OR FDOT,
AS APPLICABLE. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION
OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE
LE55'rHAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY.
7, NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT
PRIOR APPROVAL OF THE PSLUSD AND THE ENGINEER OF RECORD.
8. THE CONTRACTOR SHALL NOTIFY THEP5LUSD AND CITY/COUNTY/FDOT
ENGINEERING 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND PRIOR TO
ALL INSPECTIONS.
9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR,
PSLUSD, AND CITY/COUNTY/FDOT REPRESENTATIVES SHALL BE MANDATORY PRIOR
TO COMMENCEMENT OF CONSTRUCTION.
A
10. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND APPROVED BY THE
CITY ENGINEERING SECTION.
11. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES
ENGINEER AND PSLUSD,
12. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE
GOVERNING AGENCY REQUIREMENTS.
13. EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION AND PROTECTED BY THE CONTRACTOR,
14, WATER MAINS SHALL BE TESTED AND DI5INFECTEO IN ACCORDANCE WITH THE
APPLICABLE
FLORIDA DEP
ARTMENT OF ENV
IRONMENTAL PROTECTION
AND AWWA
C-651 FOR DISINFECTION.
15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING
UTILITIES AND DRAINAGE,
16. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE
ENGINEER INCLUDING LOCATIONS OF VALVES, FITTINGS, SERVICE
CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER PERTINENT
INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS
PROJECT, AS REQUIRED BY THE ENGINEER AND PSLUSD STANDARDS,
17. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE
PSLUSD ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND
APPROVED ON THE TAPPING VALVE AND SLEEVE.
18. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 14 GAUGE
INSULATED SOLID COPPER WIRE (BLUE IN COLOR) AND IDENTIFICATION TAPE
WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP OF THE
WATER MAIN IN ACCORDANCE WITH THE PSLUSD SPECIFICATIONS.
19. MECH.ANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PSLUSD
REQUIREMENTS.
20. ALL VIAT'ER MAIN$ SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING
METHODS SHALL CONFORM TO AWWA C-600. - 2 MR MINIMUM TEST
21. PRIOR. TO ANY TESTING, ALL MAINS 6" IN DIA. AND LARGER SHALL HAVE A
LINE SIZE SWAB PASSED THRU THE ENTIRE LENGTH OF THE LINE. NOTE: SWAB
SHOULD BE PLACED IN 1st JOINT OF NEW LINE. END OF MAIN SHOULD BE
"TURNED UP" AT 45 % AND EXTENDED 50 THAT SWABBING AND A FULL BORE
FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSEMBLY CAN THEN BE PLACED.
WHERE LINES BRANCH, SWABS WILL BE PLACED IN BRANCH LINES AND
SEQUENTIALLY SWABBED AND FLUSHED.
22. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS.
STANDARD POTABLE WATER SEPARATION STATEMENT:
1. SANITARY SEWERS (INCLUDING LATERALS), FORCE MAINS, GAS MAINS ,AND
STORM SUNDERWATERM AINS WHENEVER POSSIBLE.
0 M EWERS SHOULD CROSS
SANITARY SEWERS, FORCE MAINS, GAS MAINS, AND STORM SEWERS CROSSING
WATER MAIN5 SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF
18 INCHES BETWEEN THE INVI_RT OF THE UPPER PIPE AND THE CROWN OF THE
LOWER PIPE WHENEVER POSSIBLE.
ALL CROSSINGS SHALL BE ARRANGED 50 THAT THE SEWER PIPE JOINTS AND THE
WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING
(PIPES CENTERED ON THE CROSSING)
2, A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED
BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS
WHENEVER POSSIBLE.
IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL
SEPARATION, THE WATER MAYN MUST BE LAID IN A SEPARATE TRENCH OR ON AN
S
UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE EWER OR FORCE
MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN I5 AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
3. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND
DOMESTIC WATER LINES SHAI-L BE PRACTICED. A MINIMUM HORIZONTAL
SEPARATION OF FIVE FEET (CENTER TO CENTER) OR THREE FEET (OUTSIDE TO
A R S T OUTSIDE), SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINE AND
C
EITHER POTABLE WATER MAIN5 OR SEWAGE COLLECTION LINES. A MINIMUM
VERTICAL CLEARANCE OF 18 INCHES MUST BE MAINTAINED BETWEEN RECLAIMED
WATER LINES AND POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. AT
CROSSINGS, PROVISIONS OF FAC RULE 62- 604 AND "RECOMMENDED STANDARDS
FOR WASTEWATER FACILITIES" (10 STATES STANDARDS) LATEST EDITION
SHALL APPLY.
5. HORIZONTAL SEPARATION OF 15 FEET TO BUILDING, TOP OF BANKS OF LAKES
AND CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED, IF POSSIBLE, AN
ABSOLUTE MINIMUM OF 10 FEET MAY BE ALLOWED ONLY WHEN UNADVOIDABLE.
6. ALL UTILITY SEPARATIONS & CLEARANCES SHALL BE IN ACCORDANCE WITH
PSLUSD STANDARD TECHNICAL SPECIFICATIONS, LASTEST EDITION.
HYDROSTATIC AND LEAKAGE TESTING
A. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT SUCH AS
PUMPS, GAUGES AND WATER MEASURING TANKS AND SHALL PERFORM ALL WORK
REQUIRED FOR PIPE PRESSURE AND LEAKAGE TEST. HYDROSTATIC AND LEAKAGE
TESTS SHALL BE MADE BETWEEN VALVES AND/OR CONNECTORS FOR EACH
SECTION TESTED USING THE PROCEDURE OUTLINE IN ANSI/AWWA C600,
B. HYDROSTATIC TESTING SHALL BE PERFORMED AT 150 AND 100 POUNDS PER
SQUARE INCH PRESSURE, FOR A PERIOD OF NOT LESS THAN TWO HOURS FOR
WATER/FORCE MAINS AND LOW PRESSURE MAINS RESPECTIVELY. THE
ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS
PER HOUR DETERMINED BY THE FOLLOWING FORMULA:
L= SD (P)"
148,000
L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR.
5 = LENGTH OF PIPE TESTED, FEET.
D = NOMINAL DIAMETER OF THE PIPE IN INCHES.
P = AVERAGE TEST PRESSURE MAINTAINED DURING THE
LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE.
C. THE TESTING PROCEDURE 514ALL INCLUDE THE CONTINUED APPLICATION OF
THE SPECIFIED PRESSURE TO THE TEST SYSTEM FOR THE TWO-HOUR PERIOD BY
WAY OF A PUMP TAKING SUPPLY FROM A CONTAINER SUITABLE FOR MEASURING
WATER LOSS. THE AMOUNT OF LOSS SHALL BE DETERMINED BY MEASURING THE
VOLUME DISPLACED FROM SAID CONTAINER ANY EXPOSED PIPE, FITTINGS,
VALVES, HYDRANTS, AND JOINTS SHALL BE EXAMINED DURING THE TEST. ANY
DAMAGED OR DEFECTIVE PIPE PITTINGS, VALVES, OR HYDRANTS THAT ARE
DISCOVERED FOLLOWING THE PRESSURE TEST SHALL BE REPAIRED OR REPLACED
WITH SOUND MATERIAL, AND ALL TESTS SHALL BE REPEATED.
D. THE PRESSURE SHALL NOT VARY BY MORE THAN 25 PSI FROM THE REQUIRED
PRESSURE FOR THE DURATION OF THE TEST, IF AT ANY POINT DURING THE
TEST THE PRESSURE LOSS EXCEEDS 5 PSI, THE TEST 15 CONSIDERED FAILED.
SHOULD THE TEST FAIL, NECESSARY REPAIRS SHALL BE ACCOMPLISHED BY THE
CONTRACTOR AND THE TEST REPEATED UNTIL WITHIN THE ESTABLISHED
LIMITS.
CITY OF PORT 5T. LUCIE UTILITY SYSTEMS DEPARTMENT
MLYMYMMP!
PSLUSD hereby releases these eons#ruction plans. PSLUSD makes
no representations that the plans are accUrate nor does PSLUSD
represent that the plans Will meet the needs of the project The
ErgineeT of Record and utility contractor are hereby nolifled that art
product or work that faits to meet the specifications and policies at ?he
PSLUUD as well as other applicable agencies Will not be accepted.
PSLUSD is not responsible for additional project costs cv time delays
due to Pie Inability of project personnel to meet said requiraments,.
REVIEWED -
NO COMMENTS By: DS it S
REVIEWED -
® SEE COMMENTS pate: 6/26/2015
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JOB No.
12-066 ENG
1440 6" PVC BASIN COVER W/HINGED, LOCKABLE ACCESS DOOR,
BLDG. SEWER:'.. 1/4" ALUM. FLOOR PLATE W/ VENT CPLG.
PROP. PAVT. 2" PVC VENT 40"40" FIBERGLASS
W/ S.S. BUG REINFORCED VALVE VAULT WITH 1" REDUCED PRESSURE ZONE (RPZ)
SD #4 SCREEN S.S. TOP RAIL SUPPORT HINGED ALUMINUM ACCESS PRESSURE GAUGE (0-50MI)
TOP 'EL, 13,95 (BOLTS TO COVER FRAME) DOOR1 31 VALVE W/ DIAPHRMI AND A 3/4'
N,S SNV. EL.11.35 14.15 Q S. FASTENERS I \ r;.� sP WITHING eUTSIDE �L V^LVE a 46' °NGIF BACKFLOW PREVENTION ASSEMBLY
rO� a' H.P. 2 ---- _ - - - --
�► DUCT 3" CAMLOCK CAP W/ " " " BALL VALVE (TYP)
45' 1✓�" (3) 2" SLIP SEAL 1/4" BALL VV�VE FROM 1' METER
PROP. 15"'RCP STORM SEWER L CONDUIT FLAN G
M 30 2" PLUG VALVE 31"------'�- WET P<Ell
r-J,_ ] �, -r, _ _. _� .., I HATO 1Q- FLOOR DUN �2L6�. NEMA 4%BOUAREDMODEL - 6" - HIGH LEVEL ALARM LIGHT
o J n
.; , SAFETY PRESSURE ____ _ _ _ D Is1BLE FROM srREEi
(3) 2" ELECTRIC DEVICE - - FUSE SmscONNEc�rteD �- 4
T ^ SERVICE METER 12 I" ANGLE VALVE
GAUGE
,+ CONDUITS (TO - - / DISCONNECT HANDLE SNOULO
V
'AaRP
r / CONTROL PANEL) 1/4" S,S.-.- -- -- _ y�M- BE LOCATED AS SHOWN STAINLESS STEEL CONTROL METER VALVE
IFTING CHAIN 2" FtTTIN WET WELL O -PANEL (BEE NOTE AS)
o UTILITY SERVICE AREA 2"CHEC VALVE FEEDERS CONDUIT W/ LOCK (BRASS)
DISCONNECT
+ (ADAPT -A -FLEX) RIGID GALVANIZED I I
4.40 C.O. INV. GASKET "-B" • ELBOW UP / HOSE -CONDUIT AROUND SIDE B"MIN, CONDUIT SEAL OFF TO BE �x CONNECTION SHALL BE 3' OF PEDESTAL 1 PLACED WITHIN I8"OF PACKJO NT Z x¢
% EL.7�3D' VARIES _ _ r, ,. .:;,. „:: Ills" " - L
(3 1,1 RIOALENCLOSURE
PROP.PAV BCH 80 PVC ADJUSTABLE •� 3" PLUG VALVE WITH 2' OPERATING NUT 3" SOH SO PVC ELBOW (TYP) TRANSFORMER 1k61N 3"CONDUIT 4 131�"REOUIRED7 FINISH GRADE
NIGH WAT R ALARM " PIPE SUPPO r (SEE NOTE K5)� LAR
IB (SEE NOTE p6) N a
C.O. INV. GASKET r 7 E p2) NEMA 4X 24-L%6W%0"H N
GVE.
L. 7.4O O TEEL a" -JUNCTION BO%WIiH TERMINAL
O O CO. INV.
LAG PUMP ON PLAN VIEW I STRIP WITH BACK ELATE
(PSLUSD 4 EL.9.65 _ 2" DISCHARGE PIPING PVC SCH. BO �� k= /�,\`r��
N ( (PSLUSD> PROP. LEAD PUMP ON i \
P.O.S.) P•Q.Jf•) IO' UTILITY'.' 378 S.S. GUIDE RAIL II 0 .� ECHANICAL 1B"MIN. N
15 L.F. b" PVC 5.68' zy
SANITARY LATERAL _ EASEMENT: PUMP OFF UMp �M- ;NC �A F'"'s" STAINLESS STEEL(SS)'�-BRASS OR TYPE1'C COPPER-�- II6 GONCREtE BASSI GRADEW/ 6" CAP °rs - - - - - -- O MP f I n n
in
u m
u 1B (i a III 1s" 1B" 1" POLYETHYLENE TO HOSE BIB
so° ss
g B PUMP BASE ELBOW ii L ii it L ii "_GGNEEP J 90 ELBOW / BRASS
S PROP.
&HOSE BIB PROP. 1" DR9 POLY WATERS 2i_=_=_ _,.rr n 1 4 \_ rowErwsa
v~i GRINDER STATION -' - - II I��'- °-_==Z='r___ ' ISEENOTe41) WATER SERVICE LINE PACK JOINT
�] TOP EL. 15.25 TO POWER a To co RCR� AN
-1 II
INV.EL.5.25 1 souacE -8- I SOURCE PROVIDE THREE i)"SEPARATE
itI PROVIDE CONCRETECONDUITS FOR MOTOR CABLES D
1 1 PEDESTAL WIN4 LIQUID LEVEL REGULATOR CABLES.
-.�-1 SEE NOTE f „; / V •" 1.50 )L -~REBAR I2"OCBE.W. CONDUIT SHALL BE SCH 80 EVE,
PROP. ------ ' _ 1 - .I
F� °'r I (BEE NOTE tlfi)
O. 1 ` _-_J }"X 10' COPPER GROUND j
O VALVE VAULT --I 1' �} -'----
a TOP EL. 15.25 ) PROP. NOTES: ROD
READ VIEW 810E VIEW NOTES;
10' 20'40' UTILITY 1. THE DESIGN SPECIFICATIONS FOR THE WET WELL, PUMPS, CONTROL ELEVATIONS AND VALVE VAULT SHALL BE AS NOTES:
PROP. UTILITY EASEMENT SPECIFIED BY THE ENGINEER -OF -RECORD (EOR), IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS. 1. BOTH RISERS SHALL BE BRASS CR TYPE X COPPER TUBING (HARD DRAWN) WITH
EASEMENT nt ) �2. ONLY PUMPS AND APPURTENANCES APPROVED BY PSLUSD QUALIFIED PRODUCTS LIST (QPL) SHALL BE PROVIDED. 1. THIS DETAIL SHALL BE USED IN CONJUNCTION WITH DETAIL PS-04A. COPPER/BRASS THREADED FITTINGS AND ADAPTERS.
UJ I 3. A MINIMUM 20'x2O' EASEMENT SHALL BE PROVIDED FOR THE GRINDER SYSTEM SITE. A SITE PLAN MUST BE 2. ALL PIPING FOR VALVE AND PUMPOUT CONNECTION ASSEMBLY SHALL
--------- SUBMITTED FOR APPROVAL TO PSLUSD BY THE FOR AS REQUIRED IN THE UTILITY STANDARDS MANUAL. 2. PROVIDE ADDITIONAL SUPPORT AS NECESSARY TO SECURELY SUPPORT BACKFLOW
� 25Z BE 3" SCH S0, FLANGED PVC. NorSs'. PREVENTION ASSEMBLY.
----------------------------- - -- - -- 4. FOR SHALL VERIFY AND SUBMIT BUOYANCY CALCULATIONS FOR THE ANTI -FLOTATION SLAB. THE WET WELL AND
/�\ SAWCUT, REMOVE, VALVE VAULT BASE SHALL BE PROVIDED WITH SUITABLE SUPPORT DURING INSTALLATION TO ENSURE COMPLETE 1. A BPCKFLOM` HORIZONTALDISTANCEASSOMTHEND AERMF THE METER
LL BE
TOTHEPER DETAIL
wsr WELL SHALL BEAMINIMUM OF c,
�J ENCAPSULATION OF CONCRETE FOR ANTI -FLOTATION. 2.A SEALED
OWH CHICO COMPOUND
AND WATER METED SHALL BE PROVIDED PER DETAIL PS Q].
d REPLACE CONC. 3.' SEALED WITH CHICO COMPOUND.
TI HALL REQUETEDIND,
EX.CONC.SIDEWALK d. THE PEOESTALCONTROL PANEL ANDRELATED COMPoNEN SNOT
PROP.191L.F.2"DRIIPOLYFORCEMAIN SIDEWALK AT EX. 5. EXCAVATION, OEWATERING, BACKFILL AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PSLUSD 6.ATRANSFORMER MAY SEALLOWED ONACASEAKCASEBASISWHEN REOUESTEDINADVANCE BVTHE ENGINEER-0E-RECORD(EOR)AND APPROVED IN
T T _-- (DIRECTIONAL BORE ' JOINTS AS RE D. UTILITY STANDARDS. DENSITY TESTS SHALL BE PERFORMED AND SUBMITTED AS REQUIRED. WRITING BY THE PSLUSD.
-� =-- �j l--------------------------- BTHE SIZE OF THE PEDESTAL AND CONTROL PANEL SHALL BE SPECIFIED ON THE SHOP DRAWINGS BY THE EOR.
- I
---------------------------------- t----------------
- DETAIL: P5430 DETAIL: PEACE
DETAIL: PS-02A MINIMUM CONSTRUCTION STANDARDS FOR DETML: PE-026 MINIMUM CONSTRUCTION 6TANDARDB FOR MINIMUM <ONBT0.DETION STANDARDS F00.
MINIMUM CONST0.UCTIONBLNOAR08fOR N `1 CITY OF PORT BT. LUCIE TNREE PHASE DUPLE%GRINDER SYSTEM DATE:O312BID / r M NIMUPOBTST. wcIE GRINDER SYSTEM WATER METER DATE: 0=010
E
CRY OF PORT ST. LUCIe DATE: 0312014 CITY OF PORT BT. LUWE THREE PHASE DUPLEX DATE: 03I2040 I dal-', 800 S.E.OGDEN LANE AND
GRINDER POMP STATION SAO E.E. OGDEN LANE '(, +'i eoD S.E. oaogx uNF CONTROL PANEL -PEDESTAL DETAIL ,pa;.
900 SE.OGOEN LANE SCALE: MT.E. PORT ST. LUCIE, FL 349B3 COMMERCIAL GRINDER SYSTEM SCALE: N.T.B. FORT ST. LUCIE, FL $4003 SCALE: N.T.S. �-' PORT ST. LUCIE, FL 3gBe3 BACKFLOW PREVENTION ASSEMBLY SCALE: N.T.S.
SITE PLAN PoSrV.LUCIE,PCMOM PHONE(772)873 11Fq%7728T]-0<33 OUTSIDE PSL PHONEOrneTL0400FAX(Tr2)87M433
PHONE(772) 973-"00 PAX(772)873H1433 COMMERCIAL GRINDER SYSTEM gXEET:30F2 PNONF pT2)8738400 FAX pT21813b433 SHEET:20F2 ( ) SHERT:IOF2 SHEE. OF1
SCALS: 1^ - 10'
PUMPING STATION DATA TABLE
-
PUMP MODEL NUMBER
WGL20
-
PUMP MANUFACTURER
MYERS
-
PUMP TYPE
GRINDER
-
HORSEPOWER
2.0
HP
-
IMPELLER
5.5
IN
-
PHASE
3
PH
-
VOLTAGE
230
V
-
CYCLES (Hz)
60
Hz
-
RPM
3450
RPM
-
SHUT OFF HEAD
105
FT
_
BEST EFFICIENCY POINT FLOW
N/A
GPM
-
BEST EFFICIENCY POINT HEAD
N/A
FT
-
PUMP EFFICIENCY @ BEP POINT
N/A
-
RUN OUT FLOW
45
GPM
-
RUN OUT HEAD
20
FT
A
WET WELL RIM ELEVATION
15.25
FT NAVD
B
WET WELL DIAMETER
4
FT
C
WET WELL BOTTOM ELEVATION
3.25
FT NAVD
D
INFLUENT PIPE INVERT ELEVATION
7,25
FT NAVD
E
INFLUENT PIPE DIAMETER
6
IN
F
LAG PUMP 2 ON ELEVATION (TRI-PLEX ONLY)
-
FT NAVD
G
LAG PUMP ON ELEVATION
6.55
FT NAVD
H
LEAD PUMP ON ELEVATION
6.V
FT NAVD
I
PUMPS OFF ELEVATION
5.17
FT NAVD
J
ALARM ELEVATION
630
FT NAVD
K
EMERGENCY OFF ELEVATION
FT NAVD
L
DISCHARGE PIPE DIAMETER
2
IN
M
I PUMP OUT DIAMETER
3
IN
N
DISCHARGE PIPE ELEVATION
12.25
FT NAVD
O
PUMP SUBMERGENCE
23
IN
P
PUMP DISCHARGE DIAMETER
2
IN
Q
CIL WETWELL TO CIL OF PUMP
N/A
IN
R
CIL OF WETWELL TO CIL OF PUMP BOLTS
N/A
IN
5
CIL OF PUMP TO CIL OF PUMP
20
IN
T
WET WELL HATCH
24
IN
U
WET WELL HATCH
36
IN
V
EXTERIOR VALVE VAULT
w
IN
W
EXTERIOR VALVE VAULT
50
FT
X
VALVE VAULT HATCH
30
IN
Y
VALVE VAULT HATCH
36
IN
Z
CIL OF WET WELL TO INSIDE EDGE OF HATCH
N/A
FT
GRINDER STATION PUMP PERFORMANCE DATA
(2) MYERS WG20-23-15 GRINDER PUMP 2 HP, 3460 RPM, 3 PHASE,
230 VOLT, 60 Hz 5.5" IMPELLER, WILL DEVELOP 40.5 GPM, @ 55' TDH
CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT
PSLUSD hereby releases these construction plans, PSLUSD ma
no representations that the plans are accurate nor does PSLL
represent that the plans will meet the needs of the project -
Engineer of Record and utility contractor are hereby notified that
product or wore( that fails to meet the specification, and policies of
PSLSUD as weal as other applicable agencies w4l not be accep
PSLUSD is not responsible for additional project costs or time del
due to the inability of project personnel to meet said requireinents.
REVIEWED -
71 NO COMMENTS By: DS f s
REVIEWED -
rX 1 SEE COMMENTS DatP: 6/26/2015
DOTE:
ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED
WON NORTH AMERICAN VERTICAL DATUM OF 1986 (N.A.V.D.). TO CONVERT
'ROM N.A.V,D. '88 TO N.G.V.D. '29, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TO
;ET N.G.V.D. ELEVATIONS.
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JOB No.
12-066 ENG
30 0 15 30 60
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NOTE:
'EROSION AND SEDIMENT CONTROL - CONTRACTOR I5
RESPONSIBLE FOR PROVIDING AND MAINTAINING EROSION
c'7N'f
AND SEDIMENT CONTROL USING THE LATEST F.D.O.T.
C�4
STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS
WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION
�
OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS
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AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL
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GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL
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PROJECT AREA: 53,689 S.F. (1.232 AC)
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EXISTING EDGE OF
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7
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JOB No.
12-065
ENG
mod
GENERAL NOTES EROSION CONTROL
Section VII (5WPPP Narrative)
1.0 SITE DESCRIPTION
Lo Nature of Construction Activities
Construction activities consist of the construction of a new discount retail building, associated
paved parking and a dry detention area that will serve the project site in St. Lucie County, Florida.
1.b Sequence of Major Soil Disturbing Activities
The following sequence of major activities shall be followed unless the contractor can propose
an alternative that is equal or exceeds the erosion and sediment control practices described
in this document, and is approved by the Engineer. The detailed sequence for the entire
project can vary significantly from contractor to contractor. The contractor is responsible
for providing a detailed sequence of construction for all construction activities.
1. Placement of all erosion control devices.
2. Clearing and grubbing, earthwork, filling of the existing lake, and excavation of the dry detention area.
3. Storm sewer construction; all storm sewer shall be constructed in the upstream direction.
4, Water & wastewater utility construction.
5. Earthwork associated with roadway, curb, subgrade, base and pavement.
6. Final seed and mulch and landscaping and sodding of the unpaved project area as called for in plans.
1.c Area Estimates
Total site area: 1.23 acres
Total Area to be Disturbed: 1.23 acres
1.d Runoff Data
Runoff Coefficients: Before: 0,81
During: 0,30-0.81
After: 0.81
Soils Data: The soils are silty fine sand to clean sands. The small sand particle size will
make the potential for erosion high.
Drainage Areas for Each Outfall:
Le Site Map
The construction plans will substitute as site maps. Locations of the required information
are described below.
Drainage Patterns:
The drainage flow directions are shown on the Paving and Drainage Plan.
Approximate Slopes:
The slopes of the site can be seen on the Grading and Drainage plan and cross sections.
Areas of Soil Disturbance:
The areas to be disturbed are indicated on the plan. Any areas where permanent features
are shown to be constructed above or below ground will be disturbed.
Areas not to be disturbed:
Those areas shown outside of the limits of the silt fence will not be disturbed.
Locations of Controls
The erosion control devices and locations are shown on the Sediment & Erosion Control Plan.
Areas to be stabilized:
Temporary stabilization practices are also shown on the plans, if applicable. Areas of
permanent stabilization are shown on the Paving and Drainage Plan.
Surface Water:
Surface water discharge is shown on the Paving and Drainage Plan. The surface waters of
the project will discharge to the detention area on the west side of the site.
1.f Receiving Waters
Currently, the project sheet flows to the east and west. After construction, runoff will be
directed to the dry detention area located on the west side of the site. The dry detention
area will discharge to the Lennard Road drainage system. Ultimate outfoll is the North Fork
of the St. Lucie River.
2,0 CONTROLS
2.a Erosion and Sediment Controls
The following defines general quantities for the sequence of construction
and the use of stabilization and structural practices. The contractor is
also responsible for documenting this portion of the 5WPPP. The construction
of this project is expected to last twelve months.
Install stabilized construction entrances at all common areas where
construction vehicles will be entering and exiting the construction site.
The driveways shall be constructed per FDOT Index #106.
Install silt fences, Type III, around all ditch bottom inlets on the
project, and the project perimeter. Filter cloth under the grates on catch
basins may be used in lieu of a silt fence.
Install staked turbidity barriers at the locations as indicated in the
Paving and Drainage Plan (discharge points),
2,a.1 Stabilized Practices
Temporary:
Seed and mulch, and sod in accordance with Specification Section 104.
Permanent:
All stabilization practices shall be initiated as soon as practicable in
portions of the site where construction activities have temporarily or
permanently ceased, but in no case more than 7 days after the construction
activity in that portion of the site has temporarily ceased. The
contractor is also responsible for documenting this portion of the SWPPP.
2.a.2 Structural Practices
Temporary:
Silt fence in accordance with FOOT Index 102 and Specification 104.
Staked turbidity barrier in accordance with FOOT Index 103.
Soil tracking prevention device in accordance with FDOT Index 106. A stabilized
construction entrance to be constructed per FDOT Index 106.
All sediment controls shall be in place prior to any soil disturbing activity upstream of
the control.
2.b Stormwater Management
Stormwater will be conveyed in storm sewer system, cross details, and swales to Stormwater
retention/detention ponds.
2.c Other Controls
2.c.1 Waste Disposal
The contractor is solely responsible for documenting this portion of the SWPPP.
2.c.2 Off -Site Vehicle Tracking
The contractor is responsible for documenting this portion of the SWPPP.
2,c.3 State and Local Regulations (Waste, Sanitary, and Septic)
The contractor is solely responsible form documenting this portion of the SWPPP,
2.d State and Local Plans
This project qualifies for a No Notice General Permit from the South Florida
Water Management District (SFWMD).
I MAINTENANCE
ITEM MAINTENANCE POSED REPLACEMENT INTERVAL
Silt Fence In accordance with specification 6 Months
Section 104.
Ponds Remove sediment when it becomes As Required
6" deep.
Straw Bales Remove sediment when it reaches 3 Months
1/2 height of bales.
The contractor shall maintain rain gauges on -site and record daily rainfall. The contractor is
also responsible for documenting this portion of the SWPPP in the Section 104 Erosion Control
Plan,
4. INSPECTION
Qualified personnel shall inspect the following items at least once every seven calendar days
and within 24 hours of the end of a storm that is 0.50 inches or greater. Where sites have been
finally stabilized, inspections shall be conducted at least once every month.
Points of discharge to waters in the United States.
Points of discharge to municipal separate storm systems.
Disturbed areas of the site that have not been finally stabilized.
Areas used for storage of materials that are exposed to precipitation.
Structural controls.
Stormwater management systems.
Locations where vehicles enter or exit the site.
5. NON-STORMWATER DISCHARGES
The contractor is required to submit a dewatering plan to 5WFWMD for approval prior to
commencement of any construction activities that require dewatering. This plan shall include
any stockpile areas and excavation areas.
The contractor is responsible for documenting this portion of the SWPPP. If contaminated sail or
groundwater is encountered, contact the District Hazardous Materials Coordinator,
6. RESPONSIBLE ENTITIES
This SWPPP must clearly identify, for each measure identified within the SWPPP, the
contractor(s) or subcontractor(s) that will implement each measure. All contractor(s) and
subcontractor(s) that will be responsible for the implementation and maintenance of the
measures identified in the SWPPP must sign the following certification:
"I certify under penalty of law that I understand, and shall comply with, the terms and
conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and
Small Construction Activities and this Stormwater Pollution Prevention Plan prepared
there under."
NAME AND TITLE
COMPANY NAME, ADDRESS, RESPONSIBLE ITEMS
AND PHONE NUMBER
"I certify under penalty of law that this document and all attachments were prepared under
my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gathered and evaluated the information submitted. Based on my inquiry
of the person or persons who manage the system, or those persons directly responsible for
gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fine and imprisonment for knowing
violations,"
Name (Operator and/or Responsible Authority) Date
DATE
1es Vinyl Sheathed EAW Steel Cable
(9800 Las. Breakine Strength) With
Galvanized Connectors (Tool Free Disconnect) Closed Cell Solid Plestic Foam
Slatted PVC Connector Pipe Flotation (6" Did, Equiv.) (12 Lbs.
(Metal Collar Reinforced) Closed Cell Solid Plostlo Foam Per Ft. Buoyancy)
Flototion (8" Dia. Equiv.) (17 lbs.
Per Ft. Buoyancy
r' rPVC
a Rope
`18 Oz.Nylon Reinforced d Nan Roinfor<ed ibh Breakln
PVC Fabric (300 psi Test ric (300 pal )Stress Plate XGalvnized Chain n Lacing Gromms` }'Galvanized Cho
TYPE ^ ^' 01 =5' Std. (Single Panel For Depths 5' or Less). TYPE ^
o" Dz=5' Std. (Additional Panel For DeNfi9 5'). o"
Curtain To Reach Bottom Up To Depths Of 10 feet.
Two(2) Panels To Be Used For Depths Greater Than
10 Feel Unless Special Depth Curtains Specificolly Called
For In The Plans Or As Determined By The Engineer.
GENERAL NOTES NOTICE: COMPONENTS OF TYPES - AND -- MAY BE SIMILAR OR IDENTICAL
TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY
1. Floating turbidity barriers are to be paid for under the RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF
contract unit price for Floating Turbidity Sorrier, LF, THE USER, SUBSTITUTIONS FOR TYPES - AND - SHALL BE AS
APPROVED BY THE ENGINEER.
2. Staked to for
barriers are to ar paid for under the contract Post IIDI (Options: 2" x 4" Or
unit price far Staked Turbidity Barrier, LF. FLOATING TURBIDITY BARRIERS z,>' Min.pia. Wood; Steel
6' Max 1.33 Los/Ft. Mln.)
- 1
18 Oz. Nylon Reinforced
\ PVC Fabric (300 psi Test)
Proposed Toe Of Slope w
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it Existing I, S, a
M r µ Shore Line rsa m STAKED TURBIDITY BARRIER
• • `alp ap�
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I Shore Line Limits Of +lonst.
Current Limits Of Cons Shore Line LEGEND
• Pile Locations
Structure Alignment Turbidity ® Dredge Or Fill Area
Barriers
• • • • NOTE: el Mooring Buoy w/Anchor
Turbidity barriers for flowing streams anal tidal creeks may be either floating,
or staked types or any combinations of types that will suit site conditions and -1 Anchor
NOTES: meet erosion control and water quality requirements. `he border type(s) will Barrier Movement Due
1. Turbidity barriers are to be used in all permanent bodies of water be at the Contractors option unless otherwise specified In the Plans, however 6
re ardless of water depth. To Current Action
9 P payment will be under the pay item(s) established In the plans far Floating
2. Number and spacing of anchors dependent on current velocities. Turbidity Barrier and/or Staked Turbidity Barrier. Posts In staked turbidity
canoperations.
3. Deployment of barrier around pile locations may vary to occomrt�odotebarrier, to be Installed in vertical position unless otherwise directed by the Engineer.
4. Navigation
on may require segmenting barrier during construction operations.
5. for additional Information see Section 104 of the Standard Specifications.
TURBIDITY BARRIER APPLICATIONS TURBIDITY BARRIERS
F.D.O.T. INDEX NUMBER 103 1 of i
SHEET FLO lW
I 1
BALES OF ,STRAW 5TAKED 00WAI
SINGLE ROW OF BALES OF STRAW TO SE PLACED
PRIOR TO THE 5TART OF ROUGH 6RADIN6.
PLAN VIEW 2°x2"STAKES
WIRE TIE. n 1-112' TO 2' IN
I 1 n I _ THE GROUND
BALE TIES
I
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SECURELY BOUND BALES ANCHORING BALES
REQUIRED FOR DURABILITY
ANCHORING BALES DETAIL
NO. SCALE
I
- 57crFLOW
TYPE III SILT FENCE
NOTE: DO NOT DEPLOY IN ANY MANNER THAT SILT
FENCES WILL ACT A5 A DAM ACROSS
PERMANENT FLOWING WATERCOURSES
SILT FENCES ARE TO BE USED AT UPLAND
LOCATIONS AND TURBITY BARRIERS USED
AT PERMANENT BODIES OF WATER.
EROSION d SEDIMENT CONTROL
PER FDOT INDEX 102
A
6'MAX
POST OPTIONS:
WOOD 2 112 "MIN.DIA.
WOOD 2'X4"
OAK 11/2'X11/Z"
STEEL 1.33LBSIFTMIN, r
FIL TER FABRIC (IN
vii
TYPE III SILT FENCE
NOTE: SPACING FOR TYPE III FENCE
TO BE IN ACCORDANCE WITH
CHART I , SHEET I OF 3 AND
DITCHINS TALLATIONS AT
DRAINAGE STRUCTURES 51-YEET
2 OF 3,
TYPE III 52LT FENCE PROTECTION
AROUND DITCH BOTTOM INLET
200
OPTIONAL R5 PRINCIPAL POST
POST POSITION (CANTED
POSITIONS 20- TOWARD FLOW)
FILTER FABRIC
CONFORMANCE WITH ELEVATION SECTTON
SEC.985 FOOT SPEC.)
NOTE: SILT FENCE TO REPAID FOR UNDER THE CONTRACT UNITPRICE FOR 5TAKED FENCE(L.F.)
TYPE III SIL T FENCE
kl ry 61 P.v li: rule 17 1
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