HomeMy WebLinkAboutconstruction plan & specificationsCONSTRUCTION PLANS AND SPECIFICATIONS
FOR
SEACOAST CURB ADAPTERS AND CURBS
LOCATION MAP
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PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PKWY - SUITE 201
PORT SAINT LUCIE, FL 34987
E4 772-462-2455
ENGINEERS Q SURVEYORS
,'0 www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
SECTION 29, TOWNSHIP 34S, RANGE 40E
ST LUCIE COUNTY, FLORIDA
Project Location
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INDEX OF SHEETS
1. COVER
2. HORIZONTAL CONTROL PLAN
3. PAVING, GRADING, DRAINAGE PLAN
4. UTILITY PLAN
5. PAVING, GRADING & DRAINAGE DETAILS
6. PAVING, GRADING & DRAINAGE DETAILS
I
7. UTILITY DETAILS
8. UTILITY DETAILS
9. STORMWATER POLLUTION PREVENTION PLAN & DETAILS
K.- 10. SPECIFICATIONS
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SURVEY NOTES:
ELEVATIONS SHOWN HEREON ARE
REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (N.A.V.D.88)
AND ARE GIVEN IN U.S. SURVEY FEET.
NGVD29 = NAVD88 + 1.475'
SCANNE- I
BY
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INSTALL BUBBLE -UP W/
2' ROCK APRON PER
TYPICAL 2' ROCK APRON
DETAIL ON SHEET 6
INSTALL
6' CHAIN LINK FENCE
(BY OTHERS)
0
CB-4
1
�6�
p 8' 8,
X^y'S
IE AFi �A EX. 8' HIGH CHAIN DRY DETENTION
LINK FENCE TOP: 16.10
BOTTOM: 14.10
GE: 13.10
(NAVD)
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PROPERTY
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SEE TYPICAL DRY DETENTION
SECTION A -A ON SHEET 6
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INSTALL 12"X24" CODE COMPLIANT EX. W HIGH
TRANSITION DUMPSTER/RECYCLING AREA LINK
TO FLUSH
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if _ X --
EX. 6' HIGH CHAIN/ 0 '
LINK FENCE 0 INSTALL 0
0b � F CHAIN LINK FENCE
h' Construct 219 LF (BY OTHERS) - . - 16.00 �e " 18" RCP @ 0.00% 16.04 "+ q <° I DM4 ° a 16 30
� 1)
AIR COMPRESSORS
TRANSITION q
.. _. _.. °d . e e < P ..
., REGRADE EX. SPOIL PILE TOB ° a q.. ,. TO FLUSH N
_ TO PROPOSED ELEVATIONS1614
16.14
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INSTALL TSIDEWALK 1L ° Construct tj2 LF
(MAX 2% CROSS SLOPE) (TYP) Ai v 'B 1" RCP @ 0:00% °
15.94 4, 0 5%
q
REGRADE EX. SPOIL PILE TOE ° e jjEG TO PROPOSED ELEVATIONS a
INSTALL CONTROL PANEL 4 < 4 `4 as q
�� °
FOR TRUCK WELL PUMP 15.89 .1 i
15.68 q
(BY OTHERS) a ^ a .4:
a ° °d. a4
sDR4 a
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GENERAL CONTRACTOR TO 4 15.50 1 7CB 3 pq ,
COORDINATE CONNECTING SUMP ° ^h ..q v 4 °.4 °
PUMP TO STORM DRAINAGE SYSTEM' . �d °
d ° STA 13+10.82.,;_ 4 a "
4. low oint: 15.40 " 4 15.94
.. 9 d
TRUCK WELL SUMP PUMP 12.00 " '° Y
d qa, 4 x
SYSTEM DESIGNED BY OTHERS 4 d °
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X TRENCH GRATE q s INSTALL
(BY OTHERS) 12.05 '�' (2) 12'x55' LOADING° a
° <. ae ZONE AREAS as I
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15° .554°, 4 .e�
4.
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(1 STORY)
16.63. ',q 4
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15.62
.
° 0.5%
e 30,040 GSF
°
MIN FFE: 16.75 NAVD
INSTALL PARKING STALL 16.75
TRANSITION
STRIPING PER DETAIL (TYP)
TO FLUSH
��
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[�3;1)�`'1 -I
16.25
16.28
..
INSTALL 6' SIDEWALK'
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(MAX 2% CROSS SLOPE) (TYP)
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REMOVE EX.
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VEGETATION
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INSTALL DETECTABLE
/ ..^""' "^•-.. p� WARNING DEVICE (TYP)
I 16.75
16.38
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16.52
PAVERS (SEE DETAIL)
j
16.40
SEE TYPICAL DRY DETENTION
SECTION B-B ON SHEET 6
TOB: 16.1 NAVD
BOT: 14.1 NAVD
1 tr I rm ( INSTALL (2)
E ,) 'j HANDICAP SPACES 8 ;q
�.. z STRIPING (TYP)
a PER HANDICAP SPACE °
DETAIL ON SHEET 5
r� W
16.75
. _.... ......_ - TRANSITION
A/C PAD TO FLUSH
INSTALL DRAINAGE
CONTROLSTRUCTURE
SEE MODIFIED TYPE'C'
TOB: 16.1 NAVD
Construct 33 LF_
18" RCP @ 0.00%
O 0_
EX.OVERHEAD
UTILITY (TYP)
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II PROPERTY
BOUNDARY
LOT 14
(BROADCAST STUDIO)
EX. CONCRETE
PARKING/DRIVE AREA
( IN FEET )
1 inch = 20 ft.
SURVEY NOTES:
ELEVATIONS SHOWN HEREON ARE
REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (N.A.V.D.88)
AND ARE GIVEN IN U.S. SURVEY FEET.
NGVD29 = NAVD88 + 1.475'
LEGEND
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EXISTING SPOT ELEVATION
r�
PROPOSED FLOW ARROW
OPARKING
STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED ASPHALT
E]
EXISTING ASPHALT
E]
LIGHTING (BY OTHERS)
0
PROPOSED CATCH BASIN
O
PROPOSED SANITARY MANHOLE
INSTALL NOTES TO CONTRACTOR:
I U CHAINLINK FENCE 1. MAXIMUM 2% CROSS -SLOPE ON ALL SIDEWALKS.
(BY OTHERS) 2 ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED
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15.75
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5.78
II
STA. 10+65.51
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lowpoint: 15.40
INSTALL
6 .sS,I
DIRECTIONAL
I.I'sw'fl
CONTROL STRUCTURE
� DETAIL ON SHEET 6)
REGRADE & RESOD EX. SWALE TRANSITION D-CURB To
EX. TOP OF PROPERTY 8" FLUSH HEADER CURB
BANK (TYP) BOUNDARY (3:1 MAX SIDE SLOPES) TIE TO EX. TOB
@ ±14.24
BEFORE COMMENCEMENT.
di. RE -GRADE AND SOD ALL DISTURBED AREAS,
INCLUDING SWALE AREAS.
4. ALL CURBING SHALL BE INSTALLED PER FDOT
INDEX 300. TRANSITIONS TO BE FLUSH SHALL BE
3 FEET MINIMUM IN LENGTH.
5. GATED ACCESS WILL NOT STACK ENTERING
SEE TYPICAL PARKING LOT VEHICLES ON INDUSTRIAL AVENUE THREE AT
SECTION C-C ON SHEET ANY TIME. GATES WILL BE OPEN 8AM-5PM DAILY,
AND ALL DELIVERIES WILL OCCUR AT THIS TIME.
STORM SEWER INLET TABLE
Structure Name
BOT
TYPE
TOP
TYPE
STATION
OFFSET
RIM
IN INV:
OUT INV:
BOTTOM
ELEV.
CB-1
Type C
USf 4155 6210
10+65.51
10.24'
15.40
12.00 (W)
11.00
CB-2
Type C
USF 4155 6210
11+29.08
-6.18'
15.40
12.00 (E)
12.00 (N)
11.00
CB-3
Type C
USF 4155 6210
13+10.82
0.00'
15.40
12.00 (S)
12.00 (N)
11.00
CB-4
Type C
USF 4155 6210
13+70.71
-219.02'
14.10
11.75 (E)
10.75
DMH-2
4' DIA
MANHOLE
13+72.90
0.00'
[jj
15.71
11.75 (W)
10.75
II
INSTALL
V CHAIN LINK FENCE W/
ROLLING GATE (BY OTHERS)
(SEE CONTRACTOR NOTE #5)
INSTALL MES-2
INV: 12.20
TIE TO EX. TOB REGRADE & RESOD EX. SWALE
16.06 @ 13.70 (3:1 MAX SIDE SLOPES)
't
6 Nv
- -
by, q (., 15.83 X�`�EX. 24"CMP -
ry4 SEX. SWALE INV (W). 12.38
U HU OHU MES-1 OH
INV: 12.55 s 1 ItfS1 Ti ,� ,� ! N'
TIE TO EX. TOB
12.81 'h @+-13.84
Construct 62 LF I . ;:' _t ' ja TIE TO EX. SWALE
19"x3Q'tLLIPTICAL RCP @ 0.56°/ ' B OM 12 1
EX. TOP OF - ayti DRAINAGE OUTFACE LOCATIQ(C"b
BANK TYP
(TYP)
CULVE O BE CONFIRMED BY SLC
PUBLIC WORKS PRIOR TO INSTALLATION ) -�
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INSTALL MES-3
TIE TO EX. TOB
INV: ±13.10
.... ) �° 1 y)� E�
v} + f I. I. t1:1,
00 @ 13.60
EX. OVERHEAD M E i15.25
INSTALL f59 LF '
8" FLUSH HEADER CURB
1
INDUSTRIAL AVENUE THREE h.
UTILITY (TYP)
(
(SEE DETAIL)
(100' ROW)
EX. TOP OF
INSTALL C2LF
8" FLUSH HEADER
IURB NSTALL STOP SIGN &STOP
100'
MIE. t15.05
ROW
BANK (TYP) ry1
DETAIL) i�
BAR PER MUTCD R1-1 (TYP)
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EX 12-1n WM EX 12-In WM
EX 12-in WM �'
'�'$--' �+�- EX 12-in WM
EX�%-In WM
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EX. 12" ,y
REGRADE & RESOD EX. SWALE WATER MAIN 24Xh'
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REGRADE &RESOD EX. SWALE 6
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(3:1 MAX SIDE SLOPES)e�
(3:1 MAX SIDE SLOPES) 9- - --- - - - ��
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(SEE SWALE SECTION D-D ON SHEET 5) X. ,
EX. 36" CMP //'
INV (W): 11.96J
INV (E): 11.99
EX. 12"
WATER MAIN
EX'2'.^ AM
(E): 12.33
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ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY - SUITE 201
PORT SAINT LUCIE, FL 34987
'M 772-462-2455
'8 www.edc-inc.00m
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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OCT ® 52017 `
HARRISON, P.E. (DATE)
#82270
10250 SW VILLAGE PARKWAY -SUITE 201
PORT SAINT LUCIE, FL 34987
2? 772-462.2455 11
16-240
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SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS
ITEMS TO BE TESTED
F.B.V.
DENSITY
L.B.R.
THICKNESS
COMPACTED OR
STABILIZED SUBGRADE
MAX. SPACING
MAX. SPACING
MAX. SPACING
MAX. SPACING
LIN.FT. SQ.FT.
LIN.FT. SQ.FT.
LIN.FT. SQ.FT.
LIN.FT. SQ.FT.
300
10,000
300
10,000
300
10,000
'.` LIMEROCK BASE
300
10,000
300
10,000
SHELLROCK BASE
300
10,000
300
10,000
;.'. ASPHALT
PER INSP.
PER INSP. :.
NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12"
INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE
OF THE RIGHT EDGE.
SWALE SECTION D-D
24'-0"
8" CONCRETE BLOCK
WITH STUCCO
6" CONCRETE PAD
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MONOLITHIC FOOTING
LATCH CEDAR GATES WITH LATCHES
ELEVATION VIEW
DUMPSTER DETAIL
Backfill For Storm Sewer To Be Uniformly Deposited
/ and Compacted In Accordance With FDOT Standard
/ Specifications Section 125-8.3 Latest Edition
I I
3rade
ro Be No
Necessary
pe
For R.C.P.
1/2 Pipe Diameter For C.M.P.
STORM PIPE BEDDING DETAIL
-
2'
EXISTING ROADWAY
Pav't
Base
Subgrade
PROPOSED ROADWAY
MATERIAL BENCHING DETAIL
(FUK A l l AGNINU I U EX16 I INIJ KUAUWAY)
MATCH FINISH GRADE Q DRIVEWAY PAVEMENT.
PITCH TO POSITIVELY DRAIN TOWARDS DRAINAGE
STRUCTURES AND SWALES.
GONG. UNIT PAVERS, SEE LANDSCAPE
ARCHITECTURAL HARDSCAPE
PLANS FOR TYPE, SIZE COLOR
AND LAYOUT PATTERN.
2 3/8"-
1 1/2"
12"
I�N
SAND SE G
TTIN o�� 8" LIMEROCK OR./
COQUINA BASE
COMPACTED
SUBBASE
DECORATIVE PAVER DETAIL
SAW CUT JOINTS ® 15' O.C.
EXPANSION JOINTS ® 40' O.C.
Pav't
Base
Subgrade
TYPE 8" FLUSH
HEADER CURB
Note:
1. Use 3,000 P.S.I. concrete at 28 days for construction.
8" FLUSH HEADER CURB
Pav't
Base
8" Limerock or Coquina Base
Subgrade 98% Modified Proctor test I
maximum dry density,
Limerock Bearing Ratio
(LBR) of at least 100
1 1/2" FDOT Type SP-12.5 Asphalt
,
12" Stabilized Subgrade
98% Modified Proctor test
maximum dry density, —
Stabilzed to a Limerock Bearing
Ratio (LBR) of at least 40
TYPICAL ON -SITE PAVEMENT SECTION
16' PARKING STALL DETAIL
NOTES:
1. STRIPING PER FOOT INDEX 17346.
COMPACTED TO 98%
MAX. DRY DENSITY
MOD. PROCTOR
7" PORT. CEMENT CONC. PAVT. (4000 PSI) / I
12" STABILIZED SUBGRADE W/ LBR 40
TYPICAL CONCRETE VEHICULAR USE AREA DETAIL
N.T.S.
PAVEMENT TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO T-180 SPECIFICATIONS.
NOTE:
1. SUBGRADE MATERIAL FOR CONCRETE PAVEMENT 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.
BUMPER CURB
10'-0"
SINGLE 6"
WHITE
18' PARKING STALL DETAIL
NOTES:
1. STRIPING PER FDOT INDEX 17346.
41ty M/r19/Ib b-IM
IM 01V1im WTMI
— --O O O O �—
TRUNCATED DONE
O o o O
PLAN WEN
AN The Aw M TM o`r0nol a01 � rs�n m) Fm no e o Full
tar�AN'
NOTES:
REFER TO FDOT INDEX 304 FOR FURTHER DETAILS
CURB RAMP
DETECTABLE WARNING
8"
6"
Pav't
=2"
Base
V M
41_
Subgrade
TYPE "D"
CURB
NOTES:
1. Use 3,000 P.S.I. concrete at 28 days for construction.
2. Subgrade to extend an additional 6" beyond Type "D" Curb.
3. Type "D" Curb to be constructed in accordance with FDOT Index #300.
TYPE I'D" CURB
Varies
Provide 1/8" to 1/4" contraction
/joints at 10' centers (max).
Compact Subgrade to 98%
of the Maximum Density as
Determined by AASHTO T-99
NOTES:
1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction.
4" THICK SIDEWALK DETAIL
NOTES:
1. SIDEWALK PER FDOT FY 2017-18 DESIGN STANDARDS INDEX 310.
10'
N. T S.
PAINT STRIPE
6" SINGLE WHITE
(TYPICAL)
�I
SINGLE STRIPING DETAIL
NOTES:
1. STRIPING PER FDOT INDEX 17346.
HANDICAP SIGN
PARKING BY
DISABLED
PERMIT
ONLY
t�
FTP 25
NOTES:
1. TOP PORTION OF FTP 25 & 26
SHALL HAVE A REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE
SYMBOL AND BORDER.
2. BOTTOM PORTION SHALL HAVE A
REFLECTIVE WHITE BACKGROUND WITH
BLACK OPAQUE LEGEND AND BORDER.
3. FTP 25 & 26 MAY BE FABRICATED ON
ONE PANEL OR TWO.
4. FTP 25 IS FOR USE IN AREAS WHERE
SPACE IS LIMITED.
5. SIGN PER FDOT INDEX 17355.
6. STRIPING PER FOOT INDEX 17346.
HANDICAP SPACE DETAIL
t
ENGINEERS O SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY - SUITE 201
PORT SAINT LUCIE, FL 34987
't4 772-462-2455
TI www.edc-inc.com
F.B.P.E. CERTIFICATE OFAUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
16-240
5 OF 10
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6' CHAIN LINK FENCE
(BY OTHERS)
GRADE
M.E. 31!
6' CHAIN LINK FENCE
(BY OTHERS)
GRADE
M.E. t 1!
BOTTOM EL. 14.10
Note: Sod all disturbed areas.
DRY DETENTION SECTION A —A
I BOTTOM EL. 14.10
Note: Sod all disturbed areas.
DRY DETENTION SECTION B-B
PLAN VIEW
NOTES:
1. REFER TO F.D.O.T. FOR ADDITIONAL INDEXES 200,201 AND 232 FOR INFORMATION.
2. TUCK FILTER FABRIC EDGE UNDER SOD TO PREVENT LOOSE ENDS.
3. SOD ALL DISTURBED AREAS AND SWALE SIDE BANKS.
Steel Reticuline Grote
(U.S.F. #5510 or
Aprv'd Equal) Grate
Elelev.= 16.00 NAVD
78" RCP
Outfoll
Inv: 13.10 NAVD
24"
Construct. 3"O Bleeder
Inv: 13.10 NAVD
Bottom Inv: 11.70 NAVD
NOTES:
1. CONSTRUCT TYPE "C" INLET PER FDOT INDEX #232.
2. DRAINFIELD ROCK SHALL BE NO. 4 COARSE AGGREGATE.
MODIFIED TYPE "C" CONTROL STRUCTURE
Center of Aisle R/W
IL
IL
2' 16' 15, 15' 25' IL/
Overhang Parking Stalls Travel Aisle Travel Aisle I Backfll, Landscape or IL
Type "D" Curb Sod as Directed by the
Landscape Architect JE
EL. 16.24 i EL.16.00 I ENGINEERS Q SURVEYORS
T"� y
'O 2 0%MAX EL. 15.77
IIL PORT SAINT LUCIE OFFICE 2.0/° GRADE TO 10250 SW VILLAGE PARKWAY - SUITE 201
°r MAX
I M.E. 313.97 PORT SAINT LUCIE, FL 34987
q PR 772-462-2455
-h www.edc-inacom
;, a '+'•f �' F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
f . ,,,,
8" Limerock or Coquina Base L.B. CERTIFICATE OF AUTHORIZATION 8098
98% Modified Proctor test 12" Stabilized Subgrade
maximum dry density, 98% Modified Proctor test maximum dry density, 1 1/2" FDOT Type SP-12.5 Asphalt
Limerock Bearing Ratio
Stabilzed to a Limerock Bearing '
(LBR) of at least 100 I
Ratio (LBR) of at least 40
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NOTES: x W Z '0 5 0 w
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1. Typical pavement to be applied to entire parking lot and entrance driveway.�_ } m y o
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2. Use 3,000 P.S.I. concrete at 28 days for construction. o ❑ o w a
3. Subgrade to extend beyond the Type "D" Curb as shown on detail.
4. Type "D" Curb to be constructed in accordance with FDOT Index #300.
5. Type "D" Curb shown oversized in detail for clearity.
PARKING LOT SECTION C-C
BAFFLE (SEE DETAIL)
DETENTION AREA
BOTTOM = 14.70 NAVD
UNDERLAY DRAINFIELD W/
16 MIL. VISQUEEN MINIMUM
CONSTRUCT 24" X 24" X 12"
DEEP 1/2 "-2 " GRAVEL BOTTOM 11.60 NAVD
Filter Fabric
See Angle
Detail
NOTE:
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F Ph
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SECTION
TYPICAL Z ROCK APRON
1. Seal all joints with ram-nek sealant.
BAFFLE BOX DETAIL
6" THICK ROCK APRON
57 STONE w/ FILTER FABRIC
6" THICK ROCK APRON
/57 STONE w/ FILTER FABRIC
FLOW
CMP Bolted
to Alumin. Angle
on 12" Centers
3"xWx 1/4"
Aluminum
Angle
Filter Fabric
518 " Bolt
(TYp )
ANGLE DETAIL
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10250 SW VILLAGE PARKWAY -SUITE 201
PORT SAINT LUCIE, FL 34987
'M 772.462-2455 7
16-240
6 OF 10
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GENERAL NOTES
UTILITY CONSTRUCTION NOT
ES
UTILITY CONSTRUCTION NOTES SHALL BE PROVIDED SET AS P I ED IN THE. DRAWING FOLLOWS (NOTE:
SHOW ALL NOTES IN THE FOLLOWING ORDER):
GENERAL
1. ALL CONSTRUCTION MATERIALS AND METHODS FOR POTABLE WATER, WASTEWATER, AND
RECLAIMED WATER SYSTEMS SHALL BE IN ACCORDANCE WITH THE DISTRICT DESIGN CRITERIA
AND SPECIFICATIONS, THE DISTRICT CONSTRUCTIONS STANDARDS,
2. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF ALL PERMITS
OBTAINED FOR THE PROJECT.
3. ALL MATERIALS USED ON THE PROJECT SHALL IN LISTED IN THE DISTRICT APPROVED
MATERIAL LIST.
4. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE ONE CURRENT COPY OF
DISTRICT DESIGN CRITERIA AND SPECIFICATIONS ST CONSTRUCTIONS STANDARDS, DI R CT CONSTR AND
THE CONTRACT DRAWINGS AT ALL TIMES.
5. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR
LICENSED IN THE STATE OF FLORIDA FOR LAYOUT.
6. ALL MATERIALS, COATINGS, AND CHEMICALS THAT CONTACT DRINKING WATER SHALL BE IN
CONFORMANCE WITH ANSI/NSF STANDARD 61.
7. MAILBOXES SHALL BE CAPABLE OF RECEIVING MAIL AT ALL TIMES.
REFERENCED DATA
8. ALL ELEVATIONS ARE REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM (NGVD) 1988.
THE HORIZONTAL DATUM IS BASED ON STATE PLANE EAST, NORTH AMERICAN DATUM (NAD)
1983.
EXISTING CONDITIONS
9. LOCATIONS, ELEVATIONS, DIMENSIONS, AND MATERIAL OF EXISTING UTILITIES ARE BASED ON
THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE DRAWINGS
BUT ARE NOT PURPORTED TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER UTILITIES IN
THE PROJECT AREA. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE
LOCATIONS, ELEVATIONS, DIMENSIONS, AND MATERIAL OF EXISTING UTILITIES (WHETHER OR
NOT SHOWN ON THE DRAWINGS) AFFECTING HIS WORK.
UTILITY COORDINATION
10. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48
HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE
CALL OF FLORIDA" AT LEAST 48 HOURS PRIOR TO ANY DIGGING WORK TO HAVE ALL KNOWN
EXISTING UTILITIES LOCATED.
11. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, STRUCTURES, AND
OTHER FEATURES WITHIN THE PROJECT AREA. ANY DAMAGE SHALL BE REPAIRED BY AND AT
THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE DISTRICT.
12. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS
NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER
FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK.
ST. LUCIE COUNTY GENERAL NOTES AND
CONSTRUCTION
go
WATER &WASTEWATER SPECIFICATIONS I (1 - 12)
STANDARDS
Mn AAPRovEO: osewsm 2015 DRnvnNc xuMeER: G-1
WARNING TAPE
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FINAL BACKFILL
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INITIAL BACKFILL
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111
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BEDDING _
6" MIN
NOTES:
1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AND SHALL CONSIST OF IN -SITU
GRANULAR MATERIAL OR APPROVAL MATERIAL. UNSUITABLE IN -SITU MATERIALS SUCH AS
MUCK, DEBRIS AND ROCK SHALL BE REMOVED.
2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE
COMPACTION UNDER THE PIPE HAUNCHES.
3. THE PIPE SHALL BE PLACED IN A DRY TRENCH.
4. BACKFILL SHALL BE DONE WITH APPROVED MATERIAL, CLEAN AND FREE OF ROCKS, MUCK
AND OTHER DELETERIOUS MATTER AND COMPACTED BENEATH THE HAUNCHES OF THE PIPE
USING MECHANICAL TAMPERS TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99.
5. BACKFILL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO A POINT ONE FOOT
ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO
T-99.
6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE, THE REMAINING BACKFILL
SHALL BE COMPACTED IN 6 INCH LAYERS AND COMPACTED TO 98% MAXIMUM DENSITY
AS DETERMINED BY AASHTO T-180
B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE, THE REMAINING FILL
SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY 95% MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-180.
7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH SAFETY REGULATIONS
8. MINIMUM COVER: UP TO 8" PIPE IS 30" COVER; 10" TO 12" PIPE IS 36" COVER; 14" AND
LARGER PIPE IS 48" COVER.
ST. LUCIE COUNTY TYPICAL TRENCH
WATER & WASTEWATER DETAIL
CONSTRUCTION
STANDARDS
MiE PPFROVEp: DEOL1Bm 201s OMWINC NUMBER
GENERAL NOTES (Cont.)
PIPING
13. ALL CONNECTIONS TO X E ISTING MAINS SHALL BE OBSERVED BY THE DISTRICT. VALVES ON
EXISTING MAINS SHALL BE OPERATED BY DISTRICT PERSONNEL OR UNDER THEIR DIRECT
SUPERVISION. TAPPING SLEEVES AND VALVES SHALL BE PRESSURE TESTED PRIOR TO
TAPPING. IF SERVICE MUST BE CUT OFF TO EXISTING CUSTOMERS, THE DISTRICT SHALL BE
NOTIFIED AT LEAST THREE DAYS IN ADVANCE TO MAKE NECESSARY NOTIFICATIONS. IN THIS
EVENT THE CONTRACTOR SHALL BE READY TO PROCEED WITH AS MUCH MATERIAL
REASSEMBLED AS POSSIBLE AT THE SITE TO MINIMIZE THE LENGTH OF SERVICE
INTERRUPTION. THE DISTRICT WILL POSTPONE A SERVICE CUT-OFF IF THE CONTRACTOR IS
NOT READY TO PROCEED ON SCHEDULE. SUCH CONNECTIONS SHALL BE MADE AT NIGHT
TO MINIMIZE EFFECTS UNLESS OTHERWISE AUTHORIZED BY THE DISTRICT. NO CUSTOMERS
SHALL BE WITHOUT SERVICE FOR MORE THAN FOUR HOURS.
14. DENSITY TESTS OF TRENCH BACKFILL MATERIAL SHALL BE REQUIRED AT THE TRENCH
BOTTOM AND EACH LIFT OF BACKFILL AT INTERVALS OF NO MORE THAN 500 FEET.
DENSITY TESTS OF PAVEMENT OPEN -CUT AREAS INCLUDING ROADS, TURNLANES, AND
DRIVES SHALL BE REQUIRED AT INTERVALS OF NOT MORE THAN 50 FEET. COMPACTION
SHALL BE IN ACCORDANCE WITH THE 'TYPICAL TRENCH DETAIL" AND "FLEXIBLE PAVEMENT
REPLACEMENT DETAIL". A CERTIFIED COPY OF TESTS SHALL BE PROVIDED TO THE DISTRICT.
DENSITY TESTING CONDUCTED BY AN INDEPENDENT TESTING LAB APPROVED BY THE
DISTRICT.
15, MINIMUM COVER TO FINISHED GRADE OVER MAINS SHALL BE 30" FOR PIPE UP TO 8"
DIAMETER, 36" FOR 10" TO 12" PIPE, AND 48" FOR 14" AND LARGER PIPE.
16. ALL BURIED PIPING SHALL BE RESTRAINED IN ACCORDANCE WITH THE RESTRAINED JOINT
SCHEDULE DETAIL
17. ALL PRESSURE TESTS SHALL BE IN ACCORDANCE WITH THE ST. LUCIE COUNTY UTILITIES
DISTRICT CONSTRUCTION STANDARDS AND TECHNICAL SPECIFICATIONS AND AWWA STANDARDS
(LATEST EDITIONS).
18. THE CONTRACTOR SHALL CLEAN MAINS BY FLUSHING OR USING APPROVED POLYURETHANE
PIG(S). TEMPORARY CLEANING STATIONS SHALL BE CONSTRUCTED BY THE CONTRACTOR.
THE CONTRACTOR SHALL PROVIDE A CLEANING PLAN SHOWING THE METHOD OF FILLING
AND CLEANING MAINS PRIOR TO THE START OF CONSTRUCTION. THE CLEANING PLAN SHALL
BE APPROVED BY THE DISTRICT PRIOR TO CONSTRUCTION. ALL COSTS FOR FILLING AND
CLEANING SHALL BE A THE CONTRACTORS EXPENSE.
19. WATER SERVICES SHALL BE INSTALLED BY JACK AND BORE, HORIZONTAL DIRECTIONAL
DRILL, OR MOILING METHODS. JETTING OF SERVICE LINES SHALL NOT BE PERMITTED.
SEPARATIONS
20. POTABLE WATER SEPARATION:
o.FOR PARALLEL INSTALLATIONS, WATER MAINS SHALL BE LAID WITH A MINIMUM OF 10
FEET HORIZONTAL SEPARATION, EDGE -OF -MAIN TO EDGE -OF -MAIN
b.FOR WATER MAINS CROSSING SEWERS, A MINIMUM OF 18 INCHES SHALL BE MAINTAINED
FROM THE OUTSIDE OF WATER MAIN TO THE OUTSIDE OF SEWER MAIN. AT THE
CROSSING, ONE FULL-LENGTH OF WATER MAIN PIPE SHALL BE LAID IN SUCH A WAY
THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER MAIN AS POSSIBLE. SANITARY
SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS,
WHEREVER POSSIBLE.
ST. LUCIE COUNTY GENERAL NOTES AND
WATER & WASTEWATER
CONSTRUGTION SPECIFICATIONS IMEI (13 - 20)
STANDARDS
mm APPR0VE0: Do vem tots nmA NuM G-2
MIN. LENGTH OF PIPE (FEET) TO BE RESTRAINED
(SOURCES: EBAA IRON RESTRAINT LENGTH CALCULATION PROGRAM FOR PVC PIPE, V7.0.1)
FITTING TYPE
PIPE SIZE
4"
6"
8"
10"
12"
16"
20"
24"
90' HORIZ. BEND
21
28
37
37
43
55
66
76
45' HORIZ. BEND
9
12
16
16
18
23
28
32
22.5' HORIZ. BEND
5
6
8
8
9
11
13
15
11.25' HORIZ. BEND
2
3
4
4
5
6
7
8
45' VERT.
OFFSET
UPPER
BEND
19
27
35
35
41
53
64
74
LOWER
BEND
6
8
10
12
14
18
22
25
22.5' VERT.
OFFSET
UPPER
BEND
9
13
17
17
20
26
31
36
LOWER
BEND
3
4
5
6
7
9
11
12
11.25' VRT
E
OFFSET
UPPER
BEND LOWER
BEND
5
2
7
2
9
3
9
3
10
4F12
13
16
6
18
6
DEAD END INLINE
VALVE
45
63
83
84
99
153
179
77EEEE12"X
@IZ9CH
R STRAINT)
4"X 0
27
-
-
-
-
-
-
6"X 0
18
45
-
-
-
-
-
8"X 0
9
38
64
-
-
-
-
10"X 0
1
32
59
65
-
-
-
0
1
25
53
61
79-
-
16"X 0
1
9
42
52
72
107
-
-
20"X 0
1
1
29
42
64
101
133
-
24"X 0
1
1
15
1 32
55
95
125
158
�Q
MEN
6"X 0
33
-
-
-
-
-
-
-
8"X 4
60
35
-
-
-
-
-
102"X 0
1011
85
62
29
-
-
954-
NOTE
S:
1. THE DATA IN THE ABOVE TABLE ARE BASED UPON THE FOLLOWING INSTALLATION CONDITIONS:
SOIL TYPE-SP TEST PRESSURE-150 PSI DEPTH OF BURY
TRENCH TYPE-3 SAFETY FACTOR- 1.5 (4"-S": 2.5% 10" AND LARGER: 3')
MINIMUM PIPE LENGTH ALONG TEE RUN-5' VERTICAL OFFSET-3'
2. THE RESTRAINED PIPE LENGTHS APPLY TO DUCTILE IRON AND PVC PIPE.
3. ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL BE RESTRAINED.
4. RESTRAINED PIPE LENGTHS APPLY TO PIPE ON BOTH SIDES OF VALVES AND FITTINGS.
5. ALL CONNECTIONS OF HDPE PIPE TO PUSH -ON -JOINT PIPE (EG, PVC, DIP, ETC.)
SHALL BE RESTRAINED AS DEAD END
ST. LUCIE COUNTY RESTRAINED JOINT
WATER & WASTEWATER
CONSTRUCTION SCHEDULE
STANDARDS.
DATE APPROVED: DECEMBm 2015 1 pMWINO NUMBER: G-9
GENERAL NOTES (Cont.)
c. WHERE IT T SPECIFIC
S NO PRACTICAL TO MEET THESE PARAMETERS SPEC F C REQUIREMENTS
FROM THE REGULATORY AGENCIES MUST
BE FOLLOWED.
d. HORIZONTAL SEPARATIONS OF 15 FEET TO BUILDINGS, TREES, TOP -OF -BANKS OF LAKES
AND CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED.
21. HORIZONTAL SEPARATION:
a. WATER MAINS SHALL BE LAID WITH A MINIMUM OF 10 FEET HORIZONTAL SEPARATION,
EDGE -OF -MAIN TO EDGE -OF -MAIN, FROM EXISTING AND PROPOSED SEWERS.
b. WATER MAINS SHALL BE LAID WITH A MINIMUM OF 3 FEET HORIZONTAL SEPARATION,
EDGE -OF -MAIN TO EDGE -OF -MAIN, FROM EXISTING AND PROPOSED STORM SEWERS
AND RECLAIMED WATER MAINS.
c. HORIZONTAL SEPARATIONS OF 15 FEET TO BUILDINGS, TREES, TOP -OF -BANKS OF LAKES
AND CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED.
d. WHERE IT IS NOT PRACTICAL TO MEET THESE PARAMETERS, SPECIFIC REQUIREMENTS
FROM THE REGULATORY AGENCIES MUST BE FOLLOWED.
22. VERTICAL SEPARATION:
a. FOR WATER MAINS CROSSING SEWERS, A MINIMUM OF 18 INCHES SHALL BE MAINTAINED
FROM THE OUTSIDE OF WATER MAIN TO THE OUTSIDE OF SEWER MAIN. AT THE
CROSSING, ONE FULL-LENGTH OF WATER MAIN PIPE SHALL BE LAID IN SUCH A WAY
THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER MAIN AS POSSIBLE.
b. FOR WATER MAINS CROSSING STORM SEWERS AND RECLAIMED WATER MAINS, A MINIMUM
OF 12 INCHES SHALL BE MAINTAINED FROM THE OUTSIDE OF WATER MAIN TO THE
OUTSIDE OF SEWER MAIN. AT THE CROSSING, ONE FULL-LENGTH OF WATER MAIN PIPE
SHALL BE LAID IN SUCH A WAY THAT BOTH JOINTS WILL BE AS FAR FROM THE STORM
SEWER OR RECLAIMED WATER MAIN AS POSSIBLE.
c. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER
MAINS, WHEREVER POSSIBLE.
d. WHERE IT IS NOT PRACTICAL TO MEET THESE PARAMETERS, SPECIFIC REQUIREMENTS
FROM THE REGULATORY AGENCIES MUST BE FOLLOWED.
MAINTENANCE OF TRAFFIC
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND
VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT.
24. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX
600 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH,
ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES
THROUGHOUT THE PROJECT.
DEWATERING AND EROSION CONTROL
25. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT THROUGH THE
SOUTH FLORIDA WATER MANAGEMENT DISTRICT SHOULD DEWATERING ACTIVITIES BE
REQUIRED.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION, INSTALLATION,
MAINTENANCE, AND SATISFACTORY OPERATION OF THE EROSION AND SEDIMENT CONTROL
DEVICES/SYSTEM IN ACCORDANCE WITH SFWMD REQUIREMENTS
ST. LUCIE COUNTY
WATER & WASTEWATER GENERAL NOTES AND
im CONSTRUCTION SPECIFICATIONS III (20 -26)
STANDARDS
DAIS APP1i0 l DEDEMM 2D15 DRAWING NUMM: G-3
6"
FIBERMESH SEE NOTE 6 TYP.
CONCRETE
SLOPE 1/4 PER FT.
,
4" COMPACT SUBGRADE
STANDARD SIDEWALK
6"
6"X6" 10/10 WIRE MESH CENTERED SEE NOTE 6 TYP.
OR FIBERMESH CONCRET
IS 1 4 PER FT.
4" COMPACT SUBGRADE
DRIVEWAY SIDEWALK
GENERAL CONSTRUCTION NOTES:
1. CONCRETE STRENGTH TO BE 2,500 P.S.I. AT 28 DAYS.
2. TOOLED DUMMY CONTRACTION JOINTS EVERY 5' (TYPE 'B' JOINTS) OR MATCH EXISTING.
3. EXPANSION JOINTS W/PREMOLDED FILLER AT 100' O/C (TYPE 'Gt JOINTS)
4. SUBBASE TO BE 50 F.B.V. 98% DENSITY PER ASTM D-1557.
5. WHERE APPLICABLE, THE LOCAL MUNICIPALITY SIDEWALK DETAIL WILL GOVERN.
6. MATCH EXISTING SIDEWALK OR AS DIRECTED BY ENGINEER OF RECORD AND DISTRICT.
1/4„ 1/81, 1/2„
R1/4" T �R`1/4" 1 1U2 R1/4"
1/4" PREMOLDED� 1/2" PREMOLDED�
EXPANSION JOINT EXPANSION JOINT
TYPE 'A' TYPE 'B' TYPE C
TYPE 'A' AT P.C. & P.T. OF CURVES AND AT JUNCTION OF EXISTING
AND NEW SIDEWALKS
TYPE 'B' 5'-0" CENTER TO CENTER ON NEW SIDEWALKS
TYPE 'C' WHERE NEW SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAY
AND SIMILAR STRUCTURES
ST. LUCIE COUNTY SIDEWALK
WATER & WASTEWATER DETAILS
CONSTRUCTION
STANDARDS.
Mt APP M: OECEWO M15 DPAWINC NUMBER:
GENERAL NOTES (font.
27. ANY DISCHARGE FROM DEWATERING ACTIVITIES SHALL BE FILTERED AND CONVEYED TO A
SEDIMENTATION BASIN IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF
SUSPENDED SOLIDS TO OUTFALLS.
28. THE CONTRACTOR SHALL REMOVE THE DEWATERING AND EROSION CONTROL AND SEDIMENT
CONTROL DEVICES/SYSTEMS AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN THE
AREAS HAVE BEEN STABILIZED.
RESTORATION
29. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD,
LANDSCAPING; CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE
RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE
DISTRICT.
30. ALL DAMAGED CONCRETE AND ASPHALT DRIVES ALL BE REPLACED FROM RIGHT-OF-
WAY
LINE TO EDGE OF PAVEMENT.
ST. LUCIE COUNTY
WATER & WASTEWATER
CONSTRUCTION
STANDARDS
GENERAL NOTES AND
SPECIFICATIONS IV (27 - 30)
Mn MfflMM DWWE 2013 DRAWING NUMBER:
2"x2fjj/�;DE
SEWER SERVICE CLEANOC LOW POINT OF SWALE-� I ill
Z X
HOUSE I
LATERAL I n
N -
MIN. SLOPE _ TYPE "B"
BEDDING / PROPERTY LINE
(TYPICAL)-/
ANGLE VARIES (ROTATE WYE BRANCH 6"X6"x4"X4"
SEWER AND BEND AS REQUIRED) P.V.C. 'Y" FOR
MAIN TYPE 'B-2" WELL DOUBLE CONN.
COMPACTED SOIL BEDDING PROPERTY LINE
® WYE & CURVE (TYPICAL) f ,,, �,,-„r
MAIN
MARKER BALL
P.V. . WYE OR T-WYE I \\\\11
4" SINGLE CONNECTION aG
WATERTIGHT
P.V.C. STOPPER ,�,O'
W/ STAKE
VARIES (TYPICAL) r
r
NOTES; CLEANOUT .
F
1. INVERT OF LATERAL TO BE 36" FROM FINISHED GRADE EXCEPT ON WATER 1. LINE SIDE
OF STREET R/W WHERE IT SHALL DROP TO 48" AS SOON AS DEPTH OF SEWER MAIN
PERMITS.
2. INSTALL MAGNETIC MARKERS AT THE END OF EACH SERVICE LINE OR OPPOSITE WYES AND
RECORD LOCATION.
CCil1NTY �`
J, L.O R9 0 A
ST. LUCIE COUNTY
WATER & WASTEWATER
CONSTRUCTION
STANDARDS
SANITARY SEWER
LATERAL DETAIL
Mn APPROVED: DECEMBER 2015 pMWINC NUMBER:
ENGINEERS O SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY- SUITE 2I 01
PORT SAINT LUCIE, FL 34987
'R 772.462-2455
1B www.adc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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!0 . HARRISON, P.E. (DATE
111 )
#82270
10250 SW VILLAGE PARKWAY - SUITE 201
PORT SAINT LUCIE, FL 34987
\. 772-462-2455
r\
7 OF 10
Em
6" PVC-900 PIPE
RESILIENT SEAT —
GATE VALVE
NON —RISING STEM
MECHANICAL JOINT TEE
VARIES
EXISTING
WATER MAIN
GROUND OR PAVEMENT
SURFACE
BLUE RPM
MARKER
EXISTING
WATER MAIN
24-X24" SQUARE PAD X 4" THICK
CONCRETE COLLAR IN UNPAVED
AREAS
4 1/2" PUMPER NOZ:
FACING ACCESS
R/W AND (2) 2 1/2"
HOSE NOZZLES
15"-18-
BLUE R.P.M.
VALVE BOX (SEE DETAIL)
RESILIENT SEAT
6" GATE VALVE
NON -RISING STEM L
6" C-900 P.V.C.
UNDISTURBED
SOIL
6" MJ HYDRANT TEE
24"x24" SQUARE PAD X 8" THICK
CONCRETE COLLAR W/ 2
J3 REPAR
APPROVED TRAFFIC TYPE HYDRANT
WITH 5 114" OR 6" VALVE OPENING
24V4" PAD X 8'
THICK CONCRETE
COLLAR
., UNDISTURBED
SOIL
1 CY OF PEA ROCK (MIN)
1. HYDRANT SHALL BE INSTALLED PLUMB & TRUE.
2. HYDRANT SHALL BE PAINTED CARNIVAL RED 6. ALL FITTINGS TO BE MECHANICAL JOINT.
FROM FACTORY. 7. ENTIRE ASSEMBLY TO BE MECHANICALLY
J. HEEL TO REST IN UNDISTURBED SOIL. RESTRAINED.
4. THE ONLY HYDRANTS ACCEPTABLE ARE., 8. BLUE LOCATOR SHALL BE PLACED IN CENTER OF
KENNEDY GUARDIAN, MUELLER CENTURION, TRAVEL LANE CLOSEST TO HYDRANT.
& AMERICAN AW,, CLOW OR APPROVED EQUAL. 9. ALL HYDRANT VALVE BOX COVERS SHALL BE
5. HYDRANT ASSEMBLY MUST BE RESTRAINED PAINTED CARNIVAL RED.
TO TEE. 10. LOCATE WIRE SHALL TERMINATE AT HYDRANT
ISOLATION VALVE
TYPICAL FIRE HYDRANT ASSEMBLY
SCREW
CAP W/
PLUG
RISER—�
4"-45°—
P.V.C.
ELBOW
P.V.C. CAP AT
TERMINUS
ST. LUCIE COUNTY
WATER &'WASTEWATER
CONSTRUCTION
STANDARDS
C.L. OF RISER PIPE
COVER MARKED "S"
/-- MATCH EXIST. SURFACE
#4 BAR CONT.
CONCRETE ALL AROUND
(3000 PSI MIN)
ACCESS BOX AND LID
ONE CUBIC YARD OF CONCRETE
ENCASEMENT. KEEP CLEAR FROM
HORIZONTAL PIPE
�45' P.V.C. WYE
SEWER SERVICE CLEANOUT
DATE Vffl D: DECEMBER 2015 DRAWING NUMBER:
WATER MAIN
DOUBLE STRAP
SERVICE SADDLE
CORPORATION STOP IN POLYETHYLENE
SERVICE LINE
2 x 4' TEMPORARY MARKER
(PAINTED BLUE)
GENERAL POLICY
WHERE COST JUSTIFIED AND OPERATIONALLY FEASIBLE, IT IS THE GENERAL POLICY OF
THE FAUA. TO PROVIDE WATER, ELECTRIC, SEWER AND GAS SERVICE FROM THE STREET
SIDE OF A PIECE OF PROPERTY. DEPENDING ON FACTORS SUCH AS LOCATION OF
EXIS77NG SUPPLY SOURCE FACILITIES, REAR OR SIDE LOT LINE SUPPLY MAY BE
AUTHORIZED, BUT ONLY WITH PRIOR APPROVAL FROM THE F.P.U.A.
e
3'
® THE PREFERRED POINT OF CONNECTION TO THE F.P.U.A. WATER METER,
AREA ® SHALL BE LOCATED IN THE CORNER OF THE PROPERTY
SELECTED BY THE FRU.A. AS THE BEST LOCATION FOR THE WATER
METER. EVERY EFFORT WILL BE MADE TO SELECT THE CORNER WHERE TWO
WATER SERVICES AND METERS CAN BE CONNECTED.
® IF PHYSICAL BARRIERS OR OTHER OBSTACLES PREVENT THE CONNECTION
OF THE BUILDING SERVICE LINE TO THE F.P.UA WATER SERVICE, WITHIN
AREA ® , THE F.PUA. ENGINEERING DEPARTMENT MAY AUTHORIZE THE
CONNECTION ALONG THE PORTION OF THE R/W LINE MARKED AREA ® ,
OR ALONG THE PROPERTY LINES MARKED AREA ®.
NOTES,
1. HORIZONTAL SEPARATION OF WATER AND WASTEWATER SERVICES SHOULD BE A
MINIMUM OF 6 FEET AND PREFERABLY 10 FEET.
2. ALL METERS SHALL BE INSTALLED IN AN UNRESTRICTED AREA FOLLOWING EASE OF
ACCESS AND PROVIDING ADEQUATE PROTECTION.
J. THE F.P.U.A. SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE
WATER LATERAL WITHIN THE EASEMENT OR RIGHT-OF-WAY, UP TO 774E POINT OF
CONNECTION. WATER METER PLACEMENT
(N.T.S.)
LIMIT OF UTILITIES
AUTHORITY INSTALLATION
PLAN
TEE FOR TESTING
FORD CURB STOP
FINISHED GRADE
WATER METER
2" LOCKING 6" NIPP
METER FLANGE
1" POLYETHYLENE CURB STO
SERVICE LINE
90' ELBOW
m
M
TEST PORT
CORPORATION STOP
FORD Fl102 OR
APPROVED EQUAL
STAINLESS STEEL DOUBLE
1! T
STRAP SERVICE SADDLE
WITH I.P.T.
WATER MAIN
BACTERIOLOGICAL SAMPLING POINT DETAIL
NO (N.T.S.)
AFTER 7ES77NG REMOVE IN P.E. LINE AND CAP W17H BRASS
PLUG AT CORPORATION STOP.
BACTERIOLOGICAL SAMPLING NG PONIT w_ 7 D
d I REVZM Hp ARM WATERIWASTEWATERIGAS ENGINEERING
Vl JJY T.S
APPROYFD, ale S11fiETwru?EN pr ...
xc DECK 2W7 I OF I Dm% L. F11 t0off
BALL VALVE
BACKFLOW
PREVENTER
P OFILE
2" COPPER
SERVICE PIPE
NOTES
I. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE
COUNTY ORDINANCE. NO PLANTS OR TREES WITHIN 18" AROUND
METER OR BACKFLOW. NO SOLDER JOINTS.
2. ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE
FLANGED 90' BEND.
WATER METEIZIBACKFLOW PREVENTER ASSEMB Y
DOMESTIC SERVICE (COMMERCIAL)
(N.T.S.)
6" NIPPLE
90' ELBOW
TEST PORT
i-- FINISHED
MAGNE77C WIRE AFFIXED BY
IDENTIFICATION TAPE
(m'-)
POLYETHYLENE
TUBING SERVICE
EXISTING
WATER MAIN
CORPORATION
STAINLESS STEEL
DOUBLE STRAP
SERVICE SADDLE
FINISHED GRADE
EXISTING
WATER MAIN
WIRE
SEE NOTE #4
CORPORATION STOP
VARIES
R/W
ROME TYPE METER BOX
BY CONTRACTOR
PART 1191OTR
METER TO BE
INSTALLED BY
F.P.U.A.
LOCKABLE METER VALVE
1" POLYETHYLENE (CURB STOP
TUBING SERVICE FORD PART IIIB41-XXXX-G)
WITH ONE SHOT LOCK
WIRE (STERLING SECURITY SYSTEM!
JR-05)
STAINLESS STEEL DOUBLE
STRAP SERVICE SADDLE
WITH I.P. THREAD
I. BLUE 10 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SERVICE LINE.
2. WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL BE
INSTALLED WITHIN SCHEDULE 40 PVC CASING PIPE.
J. 1" & 314' METER SIZES SHALL REQUIRE A LOCKABLE METER VALVE. (CURB STOP)
4. MINIMUM COVER IN UNPAVED AREAS SHALL BE 30 ; IN PAVED AREAS OR PLANNED ROADWAYS OR
SWALES MIN. COVER SHALL BE 36.
TYPICAL SINGLE WATER SERVICE CONNECTION
(N.T.S.)
BY 07HERS LIMITS OF UTILITIES BY OTHERS
AUTHORITY INSTALLATION -]
A
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12" SPOOL
90' RANGE/
FLANGE
ELBOW
FINISHED
GRADE
PLAN 90' F7A
FLANGE
OS&Y GRATE VALVE -
SECTION A —A
A
NOTES
I. LANDSCAPING IS REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE.
2. ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90' BEND.
SIZE
SERVICE
LENGTH
4
DOUBLE DETECTOR
64 INCHES
6
DOUBLE DETECTOR
76 INCHES
B
DOUBLE DETECTOR
87 INCHES
10
DOUBLE DETECTOR
102 INCHES
BACKFLOW PREVENTER ASSEMBLY —FIRE SERVICE
(N.T.S.)
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ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY - SUITE 201
PORT SAINT LUCIE, FL 34987
T 772-462-2455
'0 www.edo-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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_S J 'SON, P.E. (DATE)
III
10250 SW VILLAGE PARKWAY - SUITE 201
PORT SAINT LUCIE, FL 34987
772462.2455 i
16-240
8 OF 10
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1.0 SITE DESCRIPTION
1.a Nature of Construction Activities
Development of approximately 2.50 acres of land consisting of a building,
parking, drainage & utilities for an industrial facility. Project will collect site
runoff in a series of inlets which will route the runoff to a dry detention area
where water quality and attenuation will be achieved prior to a controlled
discharge to the existing Swale on Industrial Three Avenue.
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- Clearing and grubbing of site
2- Excavation general grading
3- Installation of underground utilities.
4- Finishing grading.
1.c Area Estimates
Total site area: 2.50 Acres
Total area to be disturbed: 2.50 Acres
1.d Estimate of drainage area size for each discharge point.
Basin #1:
2.50 Acres
1.e Latitude and longitude of each discharge point and identify the receiving
water or MS4 for each discharge point:
Basin #1 270 15' 44" N
800 23' 18" W
Discharge into an existing Swale on Industrial Three Avenue.
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SILT FENCE
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INSTALL
SILT FENCE
2.0 CONTROLS
2.a Erosion and Sediment Controls
Silt fencing shall be installed and maintained around the perimeter of the
disturbed area of the project. Gravel shall be installed at the entrance/exit of
the site to prevent track out. Paved roads shall be swept and kept clear of
transported soils. Permanent perimeter berms shall be installed as part of the
St. Lucie County Drainage Permit. All disturbed areas shall be sodded to
prevent erosion and control wind-borne soil transport. Contractor shall have
water trucks on -site for dust control. Filter Fabric shall be used to protect all
inlets from Filtration.
2.a.1 Permanent and Temporary Stabilization Practices
Contractor shall be responsible for having water truck on -site for temprorary
stabilization during construction. All disturbed areas are to be sodded upon
completion of grading. The contractor is responsible for documenting this
portion of the SWPPP.
2.a.2 Structural Practices
Site shall be initially graded to direct runoff to on -site master surface water
management system. Silt screens are to be installed and maintained around
perimeter of site. No discharge from site permitted until certification of
permitted surface water management system.
Temporary: Construct silt fence in accordance with The State of Florida
Erosion and Sediment Control Manual. A stabilized construction entrance and
soil tracking prevention device shall be installed in accordance with The State
of Florida Erosion and Sediment Control Manual. A sediment basin is to be
installed as part of the soil tracking prevention plan. All sediment controls shall
be in place prior to any soil disturbing activity upstream of the controls.
2.b Stormwater Management
Upon certification of surface water management system, the dry detention
will be permanent. Perimeter berms shall remain installed to prevent runoff
from passing off -site prior to entering treatment facilities.
2.c Other Controls
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( 1N FEET )
1 inch = 40 ft.
SURVEY NOTES:
ELEVATION$ SHOWN HEREON ARE
REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (N.A.V.D.88)
AND ARE GIVEN IN U.S. SURVEY FEET.
NGVD29 = NAVD88 + 1.475'
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INSTALL
SILT FENCE
60
INSTALL SOIL TRACKING I
PREVENTION DEVICE
2.c.1 Waste Disposal
Contractor shall be responsible for the proper disposal and storage of all
debris, chemicals, litter, and sanitary waste per local, state and federal
guidelines. No discharges are allowed into surface water management system.
2.c.2 Offsite vehicle tracking
Gravel to be installed at entrance/exit to minimize transport of soil off of site.
Paved roads are to be swept daily.
2.c.3 Application rates of all fertilizers, herbicides and pesticides used.
Any fertilizers, herbicides, and pesticides to be used shall be applied per
methods and rates recommended by the manufacturers label which must be
affixed to or printed directly on the container.
2.c.4 Storage, application, generation and migration of all toxic substances.
Contractor is required to properly maintain all vehicles in good working order to
prevent leakage. No toxic substances to be storecd on site.
3.0 MAINTENANCE
3.a All structural and non-structural controls to be visually inspected and
repaired on a daily basis by the contractor. These controls are to
remain in good and effective operating condition per the approved
construction plans, standard FDOT indexes, and The State of Florida
Erosion and Sediment Control Manual.
4.0 INSPECTION
Contractor is responsible for visually inspecting silt fences, perimeter berms, and
entrance/exit controls on a daily basis. A more thorough inspection of all
structural and non-structural controls shall occur at least once per week and
within 24 hours of the end of a storm that is 0.50 inches or greater.
5.0 NON-STORMWATER DISCHARGES
None
FILTER FABRIC TO EXTEND 8"
MIN. FROM GRATE SIDES
PREDOMINATE FLOW,
POST (OPTIONS: 2" x 4" OR
MIN. DIA. WOOD; STEEL
1.33 LBS/FT. MIN.)
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NOTES:
1. SILT FENCE SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRIOR TO THE START
OF CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE.
2. THE CONTRACTOR SHALL INSPECT AND REPAIR THE SILT FENCE AFTER EACH RAIN EVENT AND 11
REMOVE SEDIMENT WHEN NECESSARY.
3. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFFSITE AND CAN BE PERMANENTLY STABILIZED.
4. THE SILT FENCE SHALL BE PLACED ON
SLOPE CONTOUR TO MAXIMIZE ITS PONDING EFFICIENCY.
SILT FENCE DETAIL
METAL INLET GRATE
FILTER FABRIC TO
CONTINUE UNDER
ENTIRE GRATE.
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PICTORIAL VIEW
FILTER FABRIC TO EXTEND 8"
'RATE SIDES
GENERAL NOTES
1. THIS INLET IS DESIGNED WITH FILTER FABRIC PROTRUDING 8" FROM SIDES FOR
GRIPPING WHEN SEDIMENT NEEDS TO CLEARED AFTER FINAL CONSTRUCTION.
2. FILTER FABRIC TO BE INSTALLED AND TRIMMED BEFORE GRATE IS INSET.
FILTER FABRIC DETAIL
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ELEVATION
OPTIONAL POST POSITIONS -
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 FDOT SPEC.)
A
PRINCIPLE POST POSITION
(CANTED 20° TOWARD FLOW)
_--- FILTER FABRIC
SILT FLOW
SECTION
1"
—, NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STACKED SILT FENCE (LF).
I
ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY - SUITE 201
PORT SAINT LUCIE, FL 34987
M 772462-2455
www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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S� OCT 0 52017
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HARRISON, P.E. (DATE)
#82270
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10250 SW VILLAGE PARKWAY - SUITE 201
PORT SAINT LUCIE, FL 34987
n 772-462.2455
16-240
9 OF 10
GENERAL NOTES
3.
FILL MATERIAL SHALL BE CLASSIFIED AS A-1, A-3, OR A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE FREE FROM
VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 12% BY WEIGHT OF FILL MATERIAL SHALL PASS THE NO. 200 SIEVE.
1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE
COMMENCING WORK. NO FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL
4,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED MATERIAL TEST RESULTS TO THE ENGINEER OF
OF THE ENGINEER.
THE RECORD PRIOR TO THE RELEASE OF FINAL CERTIFICATION BY THE ENGINEER. TEST RESULTS MUST INCLUDE, BUT
MAY NOT BE LIMITED TO, DENSITIES FOR SUBGRADE AND BASE DENSITIES AT UTILITY CROSSINGS, MANHOLES, INLETS,
2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY
AND STRUCTURES. TEST SHALL INCLUDE ASPHALT GRADATION REPORTS, CONCRETE CYLINDERS, ETC. DENSITY TESTS
AND ALL OTHER CONCERNED UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS.
SHALL BE PERFORMED AT THREE (3) LOCATIONS AROUND ANY STRUCTURE. BEGIN TESTING IN THE FIRST FOOT ABOVE
THE BOTTOM OF THE STRUCTURE AND THEN EVERY TWO FEET TO WITHIN TWO FEET OF THE FINISH GRADE; THESE
3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE
DENSITY REQUIREMENTS ARE THE MINIMUM. THE CONTRACTOR SHALL VERIFY DENSITY REQUIREMENTS AND PROTOCOLS
BEST AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE
WITH THE LOCAL APPROVING AUTHORITY PRIOR TO CONSTRUCTION OR BIDDING OF THE PROJECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY
COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES
5.
ALL INLETS AND PIPE SHALL BE PROTECTED DURING CONSTRUCTION TO PREVENT SILTATION IN THE DRAINAGE SYSTEMS
WITH PROPOSED IMPROVEMENTS HALL B AND T S E RESOLVED BY THE ENGINEER A HE OWNER PRIOR TO BEGINNING ANY
BY WAY OF TEMPORARY PLUGS AND PLYWOOD OR PLASTIC COVERS OVER THE INLETS. THE ENTIRE DRAINAGE SYSTEMS
CONSTRUCTION OPERATIONS. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT
SHALL BE CLEANED OF ALL DEBRIS PRIOR TO FINAL ACCEPTANCE. ALL CONCRETE SHALL BE A MINIMUM 3,000 PSI. SOME
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AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.
LOCAL GOVERNMENT STORMWATER PROJECTS MAY REQUIRE TELEVISING OF THE STORM SEWER. CONTRACTOR SHOULD
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BE KNOWLEDGEABLE OF THIS REQUIREMENT PRIOR TO BIDDING OF THE PROJECT.
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4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON THE JOB
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SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. THE SUPERINTENDENT SHALL BE PRESENT AT THE
PRE -CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE OWNER BY LETTER, PRIOR TO THE
6.
ALL PROPOSED ELEVATIONS REFER TO FINISHED GRADES.
PRE -CONSTRUCTION MEETING, APPOINTING THE SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL RESUME
SHOWING QUALIFICATIONS.
7.
THE CONTRACTOR MUST OBTAIN A WATER USE PERMIT PRIOR TO CONSTRUCTION DEWATERING UNLESS THE WORK
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5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE HIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND
QUALIFIES FOR A GENERAL PERMIT PURSUANT TO SUBSECTION 40E-20 302(4), F. A C.
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COMPONENTS TO INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE. BY SUBMITTAL OF BID FOR
3
THIS PROJECT, THE CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH
STORM
SEWER NOTES
m
RESPECT TO THE CONSTRUCTION ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT.
1.
STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE PER FDEP
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6. THE "TRENCH SAFETY ACT' SHALL BE INCORPORATED INTO THIS CONTRACT AS ENHANCED BY THE LEGISLATURE OF THE
REQUIREMENTS, PROVISIONS OF F.A.C. RULE 62.604 AND TEN STATES STANDARD OR LOCAL MUNICIPALITIES, WHICHEVER
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STATE OF FLORIDA TO BE IN EFFECT AS OF OCTOBER 1, 1990.
IS MORE STRINGENT.
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7. AS -BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE (1) REPRODUCIBLE MYLAR COPY, FIFTEEN (15) BLACK LINE
2.
ALL DISTURBED OUTFALL DRAINAGE AREAS SHALL BE SODDED UPON COMPLETION OF GRADING AFTER AS -BUILT GRADE
mCOPIES
AND ONE (1) DIGITAL FORMAT OF A CERTIFIED AS -BUILT SURVEY. DRAWINGS SHALL BEAR THE ORIGINAL
ELEVATIONS ARE APPROVED BY THE ENGINEER.
SIGNATURE AND EMBOSSED SEAL OF THE SURVEYOR AND SHALL BE SUBMITTED AFTER THE COMPLETION OF
6
CONSTRUCTION, BUT PRIOR TO FINAL APPROVAL. THE AS -BUILT SURVEY SHALL BE PREPARED IN PLAN AND PROFILE
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FORMAT BY A LICENSED PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA AND SHALL COMPLY
3.
PRIOR TO FINAL PAYMENT FOR RETENTION, DETENTION AND DRAINAGE DITCH QUANTITIES, ALL SLOPES AND SWALES
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WITH APPLICABLE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE AND CHAPTER 472 OF THE FLORIDA STATUES.
SHALL BE SODDED TO AVOID EROSION.
THE DRAWINGS SHALL BE AT A SCALE COMPARABLE TO THE DESIGN DRAWINGS PREPARED BY THE ENGINEER AND SHALL
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REFERENCE THE BASE LINE OF SURVEY APPEARING ON THE ENGINEERING DRAWINGS. THE HORIZONTAL AND VERTICAL
LOCATION OF THE ROADWAYS, DRAINAGE FACILITIES AND ALL APPURTENANCES SHALL BE ACCURATELY DEPICTED TO
4.
THERE IS TO BE NO OFF -SITE HAULING WITHOUT PRIOR APPROVAL AND ALL EXCAVATED MATERIAL SHALL BE USED
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SCALE AND SHALL BE IDENTIFIED RELATIVE TO THE BASE LINE AND TO READILY IDENTIFIABLE PERMANENT OR
ON -SITE. COORDINATION WITH THE OWNER IS REQUIRED FOR THE REMOVAL OF ANY UNSUITABLE MATERIALS.
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SEMI -PERMANENT REFERENCE POINTS EXISTING AFTER THE COMPLETION OF CONSTRUCTION. LOCATIONS SHALL BE
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SHOWN FOR ALL FITTINGS, VALVES, HYDRANTS, MANHOLES, SAMPLE POINTS, AIR RELEASES, ETC., BOTH HORIZONTAL
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AND VERTICAL, AND THE LOCATION OF THE MAIN AT EACH BASELINE STATION AS SHOWN ON THE PLANS (100 FEET
5.
THE CONTRACTOR SHALL CONSTRUCT THE STORMWATER MANAGEMENT SYSTEM IN A MANNER SO AS TO MINIMIZE ANY
�
MAXIMUM) BOTH HORIZONTAL AND VERTICAL. UNDERGROUND FACILITIES (I DRAINAGE, GAS, ELECTRIC, TELEPHONE,
ADVERSE IMPACTS OF THE WORKS ON FISH, WILDLIFE, NATURAL ENVIRONMENTAL VALUES AND WATER QUALITY ON OR
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ETC.) CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTAL
AL AND VERTICAL AND SHALL IDENTIFY SIZE,
OFF -SITE. THE CONTRACTOR SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING
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TYPE, FACILITY, MATERIAL AND CLEARANCE. ALL INFORMATION SHALL BE BASED UPON MEASUREMENTS AND
FULL COMPACTION OF ANY FILL MATERIAL ED D TA
PLACED AROUND NEWLY INSTALLED STRUCTURES TO REDUCE EROSION,
OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY OR BY PERSONNEL UNDER HIS
TURBIDITY, NUTRIENT LOADING AND SEDIMENTATION IN THE RECEIVING WATERS.
%
EMPLOYMENT, DIRECTION AND SUPERVISION. THE COST FOR PREPARING AND MAINTAINING THE AS -BUILT PLANS SHALL
BE INCIDENTAL TO THE CONSTRUCTION COST.
6.
WITHIN THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM, THE
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CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER TO PROVIDE A WRITTEN STATEMENT OF COMPLETION AND
-
3
6. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK, INCLUDING A HIGHLIGHTED PLAN
CERTIFICATION BY A FLORIDA PROFESSIONAL ENGINEER. THESE STATEMENTS MUST SPECIFY THE ACTUAL DATE OF
SHOWING THE ORDER OF CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES DURING
CONSTRUCTION COMPLETION AND MUST CERTIFY THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN SUBSTANTIAL
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CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION
CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. THE CONSTRUCTION COMPLETION CERTIFICATION MUST
2
MAINTENANCE OF TRAFFIC AND STAGING PLAN.
INCLUDE, AT A MINIMUM EXISTING ELEVATIONS, LOCATIONS AND DIMENSIONS OF THE COMPONENTS OF THE SURFACE
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WATER MANAGEMENT FACILITIES. ADDITIONALLY, IF DEVIATIONS FROM THE APPROVED DRAWINGS ARE DISCOVERED
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DURING THE CERTIFICATION PROCESS, THE CERTIFICATION MUST BE ACCOMPANIED BY A COPY OF THE APPROVED
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9. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND
PERMIT DRAWINGS WITH DEVIATIONS NOTED. SEE ALSO AS -BUILT REQUIREMENTS.
1
SPECIFICATIONS, OR THE LOCAL JURISDICTIONAL MUNICIPALITY, WHICHEVER IS MORE STRINGENT.
7. A STABLE PERMANENT AND ACCESSIBLE ELEVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED
10.ALL UNDERGROUND MUNICIPAL UTILITIES, FIBER OPTIC, TELEPHONE, FPL, LOCAL CABLE AND ALL OTHER LOCAL UTILITY (100) FEET OF ALL PERMITTED DISCHARGE STRUCTURES NO LATER THAN THE SUBMISSION OF THE CERTIFICATION TO THE
COMPANY LOCATIONS SHOWN ARE TAKEN FROM INFORMATION PROVIDED BY THAT UTILITY COMPANY. THESE LOCATIONS WATER MANAGEMENT DISTRICT. THE LOCATION OF THE ELEVATION REFERENCE MUST BE NOTED ON OR WITHIN THE
HAVE NOT BEEN VERIFIED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS CERTIFICATION REPORT.
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH PUBLIC & PRIVATE UTILITIES PRIOR
TO BEGINNING CONSTRUCTION AND DELIVERY OF PIPE. THE CONTRACTOR SHALL USE EXTREME CAUTION WITHIN THE
VICINITY OF PUBLIC & PRIVATE UTILITY FACILITIES. THE CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR SHOALING OF THE WATER
UTILITY REPRESENTATIVES DURING CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES EVEN IF A PROFILE OF THE QUALITY MANAGEMENT SYSTEM.
UTILITY FACILITIES IS PROVIDED IN THESE DRAWINGS: THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PUBLIC
& PRIVATE UTILITIES AND VERIFYING / OBTAINING THE LOCATION(S) OF THESE FACILITIES.
11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF
DAMAGE, THE CONTRACTOR SHOULD NOTIFY:
GEODETIC INFORMATION CENTER
ATTN: MARK MAINTENANCE CENTER
ATTN: M/CG - 162
6001 EXECUTIVE BOULEVARD
ROCKVILLE, MD. 20852
TELEPHONE: (301)443.8319
SAINT LUCIE COUNTY
ROD REED, PLS, COUNTY SURVEYOR.
2300 VIRIGINA AVENUE
FORT PIERCE, FL 34982
PHONE: 772-462-1707
12. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION" PLANS ONLY. ANY PLANS NOT "APPROVED FOR
CONSTRUCTION" SHALL BE CONSIDERED PRELIMINARY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION.
13. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO
ORDERING.
14.SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER R€QUIRES FIVE (5) BUSINESS DAYS TO REVIEW
SHOP DRAWINGS AFTER RECEIPT. ADDITIONAL TIME MAY BE REQUIRED IF LOCAL GOVERNMENT OR MUNICIPALITIES
REQUIRE AN INTERNAL REVIEW AND APPROVAL PROCESS.
15.CONCRETE SHALL BE CLASS I- 3,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. REINFORCING
SHALL BE GRADE 80 DEFORMED STEEL BARS IN ACCORDANCE ASTM A-615,
16.CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, TREES
AND UTILITIES NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED BY
CONSTRUCTION ACTIVITY TO MEET ALL APPLICABLE CURRENT CODES. ANY REPAIRED / REPLACED ITEMS ARE SUBJECT
TO REVIEW AND APPROVAL BY APPLICABLE LOCAL JURISDICTIONAL AGENCY:
17.ALL PROPOSED UTILITY MATERIALS, CONSTRUCTION METHODS, TESTING AND DISINFECTION SHALL CONFORM TO THE
REQUIREMENTS OF THE CURRENT LOCAL UTILITY COMPANY STANDARDS AND AW WA CURRENT STANDARD. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND UTILIZE A CURRENT COPY OF THE LOCAL REGULATING UTILITY
COMPANY STANDARDS AND ENSURE ALL CONSTRUCTION IS IN ACCORDANCE WITH THEIR STANDARDS. ANY CONFLICT
WITH THE CONSTRUCTION DRAWINGS AND THE LOCAL UTILITY COMPANY SHALL BE RESOLVED UTILIZING THE MOST
STRINGENT DIRECTIONS.
18. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT
THAT A CONTROL POINT IS DISTURBED OR DESTROYED,. THE POINT SHALL BE RE-ESTABLISHED BY A FLORIDA REGISTERED
LAND SURVEYOR. THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY / COUNTY ENGINEER AT
THE EXPENSE OF THE CONTRACTOR.
19. THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING ANY WORK
THE VIDEO RECORD SHALL INCLUDE ALL ROADWAY, DRAINAGE AND UTILITIES POINTS OF CONNECTION AND SHALL
EXTEND A MINIMUM OF 1800 FEET BEYOND THE WORK LIMITS TO DOCUMENT THE EXISTING CONDITIONS. THE
CONTRACTOR SHALL ALSO VIDEO DOCUMENT ALL HAUL ROUTES NEEDED FOR THE OFF -SITE MOVEMENT OF EARTHWORK
COPIES OF THE VIDEO RECORD SHALL BE PROVIDED TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO
SUBMITTAL OF THE FIRST PAY REQUEST. IF DAMAGE TO EXISTING INFRASTRUCTURE IS RECOGNIZED DURING THE
COURSE OF THE PROJECT AND CANNOT BE IDENTIFIED AS A PRE -CONSTRUCTION CONDITION ON THE VIDEO RECORD, THE
CONTRACTOR MAY BE REQUIRED TO MAKE PROPER REPAIRS.
20.THE CONTRACTOR SHALL VIDEO TAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES / BUSINESSES IN THE PROJECT
AREA.
PAVING, GRADING AND DRAINAGE NOTES
1. ALL UNSUITABLE MATERIALS, SUCH AS MUCK, ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIAL AS CLASSIFIED BY
AASHTO M-145, FOUND SHALL BE REMOVED DOWN TO ROCK OR SUITABLE MATERIAL, AND REPLACED WITH THE SPECIFIED
FILL MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN 100% MAXIMUM DRY DENSITY AT OPTIMUM
MOISTURE IN ACCORDANCE WITH AASHTO T-99. THICKNESS OF LAYERS MAY BE INCREASED, PROVIDED THAT THE
EQUIPMENT AND METHODS USED ARE PROVEN BY FIELD DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS
TO SPECIFIED DENSITIES.
2. ALL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION. THIS SHALL CONSIST OF THE COMPLETE
REMOVAL AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, GRASS, WEEDS, FOUBBISH AND ALL OTHER OBSTRUCTIONS
RESTING ON, OR PROTRUDING THROUGH THE SURFACE OF THE EXISTING §POUND TO A DEPTH OF ONE (1) FOOT. ITEMS
DESIGNATED TO REMAIN, TO BE RELOCATED, OR TO BE ADJUSTED SHALL S9 SO DESIGNATED ON THE DRAWINGS.
9. INLETS (425 /430 : INCLUDES THE LIST OF MATERIALS / INSTALLATION/ N/ DIE
WATERING STABILIZATION /A -B I T
SURVEYING / TESTING. ALL STRUCTURESP WILL REQUIRE THREE 3 COMPACTION T ON TESTS AT DIFFERENT LOCATIONS AND
UNDER STRUCTURES OR PER LOCAL APPROVING AUTHORITY, WHICHEVER IS MORE STRINGENT.
10.PIPE CULVERTS AND STORM SEWERS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION 430 FDOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
11.HDPE (HIGH DENSITY POLYETHYLENE) CULVERT SHALL BE N-12 INSTALLED PER MANUFACTURER RECOMMENDATIONS.
MANUFACTURER IS ADS (ADVANCED DRAINAGE SYSTEMS, INC.) AIR ENTRENCHED PIPE.
12.REINFORCED CONCRETE PIPE SHALL BE ASTM C-76 CLASS III IN ACCORDANCE WITH SECTION 941 OF THE FDOT STANDARD
SPECIFICATIONS.
FILTER FABRIC (STORM PIPE JOINTS)
THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS, CONSTRUCTION SHALL BE PER F.D.O.T. INDEX NO.280 WITH
WOVEN GEOTEXTILE TYPE D-3 (F.D.O.T. INDEX NO. 199), SECURED W / STRAPPING. ALL JOINTS SHALL BE WRAPPED FOR A
MINIMUM OF 18 INCHES FROM THE BAND OR JOINT OR BELL AND SPIGOT AS APPLICABLE.
DEWATERING
STORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL BE LAID "IN THE DRY", UNLESS OTHERWISE APPROVED IN
WRITING BY THE UTILITY AND ENGINEER OF RECORD. THE CONTRACTOR, AT NO DIRECT COST TO THE OWNER, SHALL
PERFORM ALL DEWATERING ACTIVITY. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING ONE OR MORE OF THE
FOLLOWING METHODS: SOCK DRAINS, WELL POINT SYSTEM, SUMP PUMPS OR OTHER METHOD(S) AS APPROVED BY THE
ENGINEER. DEWATERING SYSTEMS SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE
EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO
KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. IF THE MATERIAL ENCOUNTERED AT TRENCH GRADE IS SUITABLE
FOR THE PASSAGE OF WATER WITHOUT DESTROYING THE SIDES OR UTILITY FOUNDATION OF THE TRENCH, SUMPS MAY BE
PROVIDED AT INTERVALS AT THE SIDE OF THE MAIN TRENCH EXCAVATION, WITH PUMPS USED TO LOWER THE WATER LEVEL
BY TAKING THEIR SUCTION FROM SAID SUMPS. DISCHARGE FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER
THAT IT WILL NOT INTERFERE WITH NORMAL DRAINAGE F THE AREA IN WHICH
M L DRAT G O H THE WORK IS BEING PERFORMED,CREATE A
PUBLIC NUISANCE OR FORM PONDING. ALL DISCHARGE SHALL BE IN ACCORDANCE WITH ANY SFWMD ISSUED PERMITS. THE
OPERATIONS SHALL NOT CAUSE INJURY TO ANY PORTION OF THE WORK COMPL
ETED OR IN PROGRESS OR TO THE SURFACE
OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEER OF RECORD AND NECESSARY REGULATORY AGENCIES, PRIOR TO
CONSTRUCTION, SHALL APPROVE THE PROPOSED DEWATERING METHOD(S) AND SCHEDULE. ADDITIONALLY, WHERE
PRIVATE PROPERTY WILL BE INVOLVED, THE CONTRACTOR SHALL OBTAIN ADVANCE PERMISSION FROM THE PROPERTY
OWNER.
CONFLICTS
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING CONDITIONS AND TO
LOCATE STRUCTURES AND STORM PIPES ALONG THE PROPOSED STORM PIPE ALIGNMENT IN ORDER TO AVOID CONFLICTS.
WHERE ACTUAL CONFLICTS ARE UNAVOIDABLE,B COORDINATED
WORK SHALL E C ED WITH THE FACILITY OWNER AND
PERFORMED SO AS TO CAUSE AS LITTLE INTERFERENCE AS POSSIBLE WITH TH
E SERVICE RENDERED BY THE FACILITY
DISTURBED. ALL AFFECTED UTILITIES SHALL BE NOTIFIED PRIOR TO EXCAVATIO
N IN THEIR VICINITY. CONTRACTOR TO
POTHOLE ALL CONFLICTS OF EXISTING UTILITIES AND PROPOSED IMPROVEMENTS AT LEAST 10 DAYS PRIOR TO
CONSTRUCTION TO CONFIRM CONFLICT RESOLUTION SHOWN ON THE PLANS.
SOD
1. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL
TYPE AND FREE FROM WEEDS FUNGUS,INSECTS AND DISEASE OF ANY KIND. ALL BE GRASSED S
ALL SODDED AREAS SHALL S A
SPECIFIED ON PLANS AND SURVIVAL GUARANTEED F R NINETY DAYS FROM O DATE OF REPLACEMENT. SURVIVAL OF ALL
RELOCATED TREES SHALL BE GUARANTEED FOR 1 YEAR AFTER TRANSPLANTING.
2. SODDING SHALL CONSIST OF SITE PREPARATION, FURNISHING AND PLACING SOD, STAPLES AND FERTILIZER AND
IRRIGATING AT THE RATES AND MANNER DESCRIBED IN THIS SPECIFICATION FOR THE DESIGNATED AREAS.
3. UNLESS NOTED OTHERWISE ON LANDSCAPE PLANS, SOD SHALL BE ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH BY
12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANGLES. THE SOD SHALL BE SUFFICIENTLY THICK
(MINIMUM THICKNESS OF 2 INCHES) TO PROVIDE A DENSE STAND OF LIVE GRASS. THE SOD SHALL HAVE BEEN GROWN ON
MINERAL SOIL. SOD SHALL BE LIVE, FRESH, AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE PROTECTED FROM
DRYING OUT BY SHADING AND WATERING FROM THE TIME IT IS DUG UNTIL PLANTING.
4. FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM. FERTILIZER SHALL BE UNIFORM IN COMPOSITION,
FREE -FLOWING AND SUITABLE FOR APPLICATION WITH STANDARD EQUIPMENT. T E
S Q NT. THE FERTILIZER SHALL CONFORM O TH
FLORIDA FERTILIZER LAWS IN EFFECT ON THE DATE OF IT BEING PLACED AND SHALL BE DELIVERED IN BAGS, BOTTLES,
DRUMS, OR OTHER CONVENIENT CONTAINERS, EACH FULLY LABELED AND BEARING THE NAME, TRADEMARK, ANALYSIS,
AND WARRANTY OF THE PRODUCT. FERTILIZER SHALL HAVE AN AVAILABLE PLANT FOOD ANALYSIS OF 1 B-0-10 OR
EQUIVALENT PLANT FOOD VALUE AND SHALL BE MIXED WITH THE TOP 3 TO 4 INCHES OF SOIL. FERTILIZER SHALL BE
APPLIED AT THE RATE OF 1 POUND PER 1,000 SQ. FT NOT TO EXCEED 2-4 LBE, PER YEAR. ALL FERTILIZERS MUST BE AT
LEAST 50% SLOW RELEASE NITROGEN AND CONTAIN NO PHOSPHORUS UNLESS THE SITE HAS BEEN TESTED AND VERIFIED
AS PHOSPHORUS DEFICIENT BY THE OF-IFAS EXTENSION OFFICE. ALL FERTILIZER APPLICATION SHALL BE IN
ACCORDANCE WITH COUNTY/CITY ORDINANCES.
5. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 & STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE, 2, LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY.
AND BENT FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A'U' WITH A 1 INCH WIDTH AT THE CROWN. COST OF STAPLES SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. I
6. WATER USED FOR IRRIGATION MAY BE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS AND
HARMFUL CHEMICALS, ACIDS, ALKALIES, OR ANY SUBSTANCE, WHICH IS HARMFUL TO PLANT GROWTH.
7. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK, WOODY MATERIAL, AND OTHER OBSTRUCTIONS THAT WILL INTERFERE
WITH SODDING SHALL BE REMOVED AND T SMOOTH AND UNIFORM. N O HE AREA SHALL BE REASONABLY 00 H N U ORM. LIME AND FERTILIZER
WILL BE APPLIED IN THE SAME QUANTITY AND MANNER AS SPECIFIED BY THE MANUFACTURER.
8. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED
TIGHT TO PREVENT VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL BE ROLLED OR TAMPED TO INSURE
SOLID CONTACT OF ROOT MAT TO SOIL SURFACE. THE SOD SHALL BE SECURELY ANCHORED TO THE SOIL BY PINNING
WITH STAPLES OR WOODEN PEGS WHEN PLACED ON SLOPES 3:1 OR STEEPER. COST OF STAPLES AND PEGS SHALL BE
INCIDENTAL TO THE SOD UNIT PRICE. PIN OR PEG EACH SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH
CONTINUOUS STRIP OF SOD.
SOIL EROSION PLAN
1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE
CONTRACTOR SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. THE COST OF POLLUTION
AND EROSION CONTROL SHALL BE INCIDENTAL TO THE COST OF THE CONSTRUCTION.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN
GENERAL, THE SOIL EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON -SITE SOILS WILL REMAIN ON -SITE AND WILL
NOT ERODE INTO THE ADJACENT ROADSIDE SWALES, ADJACENT PROPERTIES OR RETENTION DITCHES. ALL EXISTING
SWALES SHALL REMAIN SODDED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY AS NECESSARY TO
CONSTRUCT THE PROJECT. THE CONTRACTOR SHALL SCARIFY AREAS TO PLACE VARIOUS PIPE WORK. AFTER
PLACEMENT OF THE PIPE, THESE TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 98% MODIFIED PROCTOR
AASHTO T-180. PRIOR TO DISCHARGE FROM THE SITE, SILTATION BARRIERS AND HAY BALES SHALL BE UTILIZED AS PER
FOOT INDEX 102. THE DRAINAGE WHICH OUTFALLS TO THE RETENTION AREAS SHALL BE STABILIZED AND SODDED
IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE
SWALES OR RETENTION SWALES SHALL BE STAKED WITH BALED HAY AND SILTATION FENCES AS PER FOOT INDEX 102 TO
AVOID FILLING THESE AREAS. UPON COMPLETION OF THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROSION.
CONTRACTOR IS REQUIRED P Q TO COMPLY WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFF -SITE
DISCHARGES WILL BE ALLOWED WHICH EXCEED THE STATE TURBIDITY CRITERIA.
WATER QUALITY NOTES
1. THE CONTRACTOR MUST MAINTAIN A COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE WATER
PERMIT, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT
THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY DISTRICT
REPRESENTATIVES. THE CONTRACTOR SHALL REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT OF THE
ACTIVITY AUTHORIZED BY THE PERMIT.
2. ALL ACTIVITIES SHALL BE IMPLEMENTED
TE AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS
APPROVED BY LOCAL SURFACE WATER PERMIT. ANY DEVIATION FROM THE PERMITTED ACTIVITY AND THE CONDITIONS
FOR UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT. PRIOR TO ANY WORK COVERED
BY A PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), A NOTICE OF CONSTRUCTION
COMMENCEMENT (FORM 0960) MUST BE SUBMITTED TO SFWMD BY THE PERMIT -FEE OR AUTHORIZED AGENT.
3. THE LOCAL WATER MANAGEMENT DISTRICT AUTH
ORIZED STAFF, UPON PROPER IDENTIFICATION, MUST BE GRANTED
PERMISSION TO ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE CONFORMITY WITH THE PLANS AND
SPECIFICATIONS APPROVED BY THE PERMIT.
4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND
SEDIMENT CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO
PREVENT VIOLATIONS OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDANCE WITH THE
GUIDELINES AND SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND
AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1988), WHICH ARE HEREBY
INCORPORATED BY REFERENCE UNLESS A PROJECTS AND
U CT S SPECIFIC EROSION A SEDIMENT CONTROL PLAN IS APPROVED
AS PART OF THE SFWMD PERMIT, IN WHICH CASE THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE'S
SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO
PREVENT EROSION OR CONTROL SEDIMENT, BEY
OND THOSE SPECIFIED IN THE EROSION AND SEDIMENT
CONTROL PLAN
THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST MANAGEMENTPRACTICES
PRA AS NECESSARY IN ACCORDANCE WITH
THE SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A O MENT M GUIDE TO SOUND LAND AND WATER
MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY
EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE WATER RESOURCES AT NO ADDITIONAL COST TO
OWNER.
5. WITHIN 30 DAYS AFTER COMPLETION OF THE STORMWATER SYSTEM, THE CONTRACTOR MUST ASSIST IN SUBMITTING TO
THE SOUTH FLORIDA, WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN-45 (AS -BUILT CERTIFICATION
BY A REGISTERED PROFESSIONAL), SIGNED AND SEALED BY AN APPROPRIATE PROFESSIONAL REGISTERED IN THE STATE
OF FLORIDA AND TWO SETS OF AS -BUILT DRAWINGS WHEN, A) REQUIRED BY A SPECIAL CONDITION OF THIS PERMIT; B)
THE PROFESSIONAL USES AS -BUILT DRAWINGS TO SUPPORT THE AS -BUILT CERTIFICATION; OR C) WHEN THE COMPLETED
SYSTEM SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS. THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF
THAT THE SYSTEM IS READY FOR INSPECTION AND APPROVAL.
6. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON
AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY
CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE
SITE HAS TEMPORARILY OR PERMANENTLY CEASED.
7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH THE PERMITTED PLANS AND
PERMIT CONDITIONS PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE SYSTEM MUST BE
COMPLETED IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING
RESPONSIBILITY FOR OPE
RATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE
ENTITY.
3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED.
4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED, VIBRATORY PLATE
COMPACTORS MAY BE USED. WHEN THIS CONDITION OCCURS, THE OVERALL DENSIFICATION PROCEDURE MUST BE
REVISED TO COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED, IN GENERAL, SMALL PLATE COMPACTORS
WILL BE EFFECTIVE TO A MAXIMUM DEPTH OF 6 TO 8 INCHES.
SOIL RECOMMENDATION AND REQUIREMENTS
1. STRIPPING AND GRUBBING:
DURING THE GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN Y. INCH, OR SMALL ROOTS IN A DENSE
STATE, SHOULD BE GRUBBED AND COMPLETELY REMOVED.
PROOF -ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE
SURFACE OR LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE
FOR THE ADDITION OF THE FILL SOILS (AS REQUIRED). ONE COVERAGE CONSISTS OF PARALLEL PASSES OF THE
VIBRATORY ROLLER TRAVELING AT "WALKING SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30% TO
INSURE COMPLETE COVERAGE. SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION PERPENDICULAR TC
THE PRECEDING COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" REMOVE ALL DELETERIOUS MATERIAL AND REPLACE
WITH A CLEAN, COMPACTED SAND BACKFILL.. THE PROOF ROLLING SHOULD PRODUCE A DENSITY EQUIVALENT TO 95% OF
THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY VALUE FOR A DEPTH OF 2 FEET IN THE BUILDING AREA.
ADDITIONAL PASSES MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED,
2. FILL REPLACEMENTS:
• WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE. THE
FILL AT GRADE SHOULD EXTEND A MINIMUM OF FIVE FEET (6) BEYOND THE STRUCTURE OUTLINE.
• FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED
12 INCHES LOOSE MEASURE AND COMPACTED AS OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE
APPLIED TO OBTAIN A MINIMUM OF 108% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE.
• REFER TO LANDSCAPING PLANS FOR GUIDANCE ON ANY FILL MATERIAL TO BE LOCATED IN ANY PLANTING AREAS.
3. EXCAVATION AND BACKFILLING:
• WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED
DEPARTMENT SUFFICIENT COMPACTIVE EFFORT MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A
MINIMUM OF 108% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE..
BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED
15 INCHES LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO EACH LAYER TO OBTAIN A
MINIMUM OF 108% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH
LAYER OF BACKFILL SHOULD BE COMPACTED WITH A SELF-PROPELLED STEEL DRUM VIBRATORY ROLLER HAVING A
MINIMUM TOTAL APPLIED FORCE OF 180 TONS.
4. FOOTING EXCAVATION:
SEE SOILS LABORATORY RECOMMENDATIONS.
5. GROUNDWATER:
• HEAVY RAINFALL AND / OR A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE
EARTHWORK OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED AS
SPECIFIED, AN EXCAVATION OF THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE SPECIFICATIONS REVISED
ACCORDINGLY.
6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS:
• ALL FILL MATERIAL. SHOULD BE FREE F O ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE
TO AID THE CONTRACTOR, E C USE FILLINGS WITH 3 TO 12 PERCENT BY DR
Y WEIGHT OF MATERIAL PASSING THE U.S.
STANDARDS NO. 200 SIEVE SIZE. WITH PROPER MOISTURE CONTROL, THESE SOILS SHOULD DENSIFY USING VIBRATORY
COMPACTION METHODS. SOILS WITH MORE THAN 12% PASSING THE NO, 200 SIEVE WILL BE MORE DIFFICULT TO
COMPACT.
7. ALL IMPORTED FILL SHALL HAVE RADIUM 226 CONTENT LESS THAN 1.0 PCI PER GRAM.
EXCAVATION FOR STRUCTURES AND PIPES
1. EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN
ACCORDANCE WITH SECTIONS 125 AND OTHER APPLICABLE SECTIONS OF THE F.D.O.T. STANDARD SPECIFICATIONS FOR
ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS.
2. REMOVAL OF UNSUITABLE ORGANIC OR PLASTICT MATERIAL SHALL BE PERFO
RMED AT THE CONTRACTOR'S EXPENSE AND
SHALL BE INCIDENTAL TO OTHER WORK.
3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER UNLESS
OTHERWISE SHOWN ON THE PLANS.
PIPE AND STRUCTURE BACKFILL
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF THE
PROJECT PLANS AND SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE BACKFILL
MATERIAL SHALL BE LIMITED TO MATERIAL CLASSIFIED AS A-1, A-3 AND A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. SECTION 125 REQUIREMENTS..
2. IF THE BACKFILL MATERIAL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE
MOISTURE CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT.
CLEAN-UP
1. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE / REPAIR ALL
DRIVEWAYS, SIDEWALKS, UTILITIES, LANDSCAPING, IRRIGATION SYSTEMS, ETC., AFFECTED BY CONSTRUCTION ACTIVITIES.
2. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE IMMEDIATELY
AFTER COMPLETION OF CONSTRUCTION OPERATIONS.
8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER 3FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE CONTRALTO
PUMP(S), WELL . S) OR FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE R IS REFERRED TO THE "AGREEMENT BETWEEN
OR AN AVERAGE OF 1800,000 GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS TO BE OFF -SITE, THE OWNER AND CONTRACTOR".
CONTRACTOR MUST APPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT (40C-2) FROM THE SFWMD. CONTRACTOR
SHALL NOTIFY ENGINEER IF ADDITIONAL INFORMATION OR APPLICATION MATERIALS ARE NEEDED.
9. WATER QUALITY MONITORING SHALL BE PERFO
RMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF
ADJACENT CHANNELS MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF DISCHARGES.
WHEN TURBIDITY EXCEEDS 29 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET UPSTREAM OF
DISCHARGES AND / OR 0 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF
DISCHARGES, WORK MUST CEASE AND REMEDIAL MEASURES MUST BE PERFORMED TO RETURN CONDITIONS TO
ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR
C OR MUST RECEIVE ENGINEER'S APPROVAL PRIOR TO RESTARTING WORK.
SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS.
10.THE CONTRACTOR e ....HALL PLACE TURBIDITY BARRIERS AT ALL OUTFACES PRIOR TO CONSTRUCTION. ALL CUT /FILL WILL
BE RELOCATED WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED, UNLESS
APPROVED BY THE OWNER. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT
OF CONSTRUCTION MAINTAIN SAID CONTROL I THROUGHOUT THE S N WORKING ORDER THROUG CONSTRUCTION PERIOD AS
SURE
THAT TURBID DISCHARGES FROM THE PROJECT D WETLANDS D TO PROTECTED WATERS AN O NOT EXCEED LIMITS STAT
ED
IN NOTE 9 AND REMOVE SAID CONTROLS AFTER COMPLETION OF CONSTRUCTION.
EARTHWORK AND RELATED OPERATIONS
1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED
OPERATIONS. THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED
INCLUDING THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BACKGROUND OF THE PERSON
THAT THE CONTRACTOR WILL DESIGNATE AS THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND
QUALIFICATIONS OF THE TESTING LAB
ORATORY THAT WILL BE PERFORMING QUALITY CONTROL TESTING
ORMIN S NG AND THE NAMES
AND QUALIFICATIONS OF THE TESTING LABORATORY PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL
TESTING.
2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE
CERTIFIED BY A RECOGNIZED QUALIFYING AGENCY SUCH AS FDOT, CMEC OR AASHTO FOR THE TYPE OF WORK TO BE
PERFORMED.
3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START
OF ANY EARTHWORK OR RELATED OPERATION.
4. UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH FOOT ROADWAY AND
TRAFFIC DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS,
5. IF THE EXISTING FILL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE
CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT.
COMPACTION
1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED
STEEL DRUM VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMS@ USING EQUIPMENT THAT WILL SATISFY THE
REQUIRED DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE EXISTINO STRUCTURE(S).
4. UNLESS OTHERWISE SPECIFIED OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO
PRE -CONSTRUCTION CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR LOCAL APPROVING AUTHORITY.
FOUNDATION PREPARATION
1. CONSTRUCTION METHODS. AREAS ON WHICH FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATRESSES ARE TO
BE PLACED SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE SUBGRADE FOR THE
ARTICULATED CONCRETE BLOCK MATS SHALL BE FREE OF VOIDS, PITS, OR DEPRESSIONS AND SHALL BE PROOF -ROLLED
TO A MINIMUM OF 120% OF THE ASTM D-698 DENSITY. VOIDS, PITS OR DEPRESSIONS SHALL BE BROUGHT TO GRADE BY \\
BACKFILLING IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE PROJECT SPECIFICATIONS. ALL OBSTRUCTIO(
SUCH AS ROOTS AND PROJECTING STONES LARGER THAN 1 INCH REMAINING ON THE SURFACE, SHALL BE REMOVED�AND"
ALL OF THE SOFT OR LOW DENSITY POCKETS OF MATERIAL REMOVED MUST BE FILLED WITH SELECTED MATERIAL AND Ci
COMPACTED TO A MINIMUM OF 120% OF THE ASTM D-698 DENSITY. SPECIAL CONSIDERATION FOR BURIED OBSTRUCTIONS
I.E. STUMPS DEBRIS. ETC. WILL BE A S SHOWN ON THE DRAWINGS
. S.
2. EXCAVATION AND PREPARATION FOR ANCHOR TRENCHES, SIDE TRENCHES, AND TOE TRENCHES OR APRONS SHALL BE �,,I',
DONE IN ACCORDANCE TO THE LINES, GRADES AND DIMENSIONS SHOWN ON THE DRAWINGS.
3. INSPECTION AND APPROVAL. IMMEDIATELY PRIOR TO PLACING THE FILTER FABRIC AND ARTICULATED CONCRETE BLOCK
MATTRESSES, THE PREPARED AREA SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AND APPROVAL OBTAINED
BEFORE ANY FABRIC OR MATTRESSES ARE PLAC
ED THEREON.
48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER.
TOLL FREE 1- 800 432-477 0
PAVEMENT MARKING AND SIGNAGE
1. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO
COMPLETE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED
TRAFFIC STRIPES AND MARKING
S, COMPLETE WITH REFLECTIV
E GLASS SPHERES, SHALL CONFORM TO THE
REQUIREMENTS OF SECTION 710 AND 711, FDOT SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS
SHOWN ON THE PLANS. IN THE EVENT THAT BRICK PAVERS ARE UTILIZED IN AN AREA PLANNED FOR STRIPING, COLORED
BRICKS SHALL BE USED IN LIEU OF PAINT.
2. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING
ELEMENTS, TO INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO SECTION 700, FDOT SPECIFICATIONS. STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER
FDOT STANDARDS, LOCAL COUNTY/CITY STANDARD AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. IF THE
PROJECT IS WITHIN A COMMUNITY DEVELOPMENT DISTRICT (OR THE LIKE) WITH SEPARATE SIGNAGE REQUIREMENTS,
SUCH AS ARCHITECTURAL POSTS OR SIGN BODIES, ETC. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR
WITH THESE REQUIREMENTS AND PROVIDE SIGNS MEETING THESE REQUIREMENTS. AT NO TIME SHALL ANY SIGNS.. _..
MEET THE SAFETY REQUIREMENTS SET FORTH BY FOOT.
3. TURN LANES SHALL BE STRIPED PER FDOT INDEX 173461N THEIR ENTIRETY TO INCLUDE EDGE STRIPING, CROSS WALKS,
AND TURN ARROW PLACEMENT. ALL FINAL ROADWAY STRIPING SHALL BE THERMOPLASTIC INSTALLED PER FOOT
STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION SECTION 111.
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