HomeMy WebLinkAboutPLANSNOTE: ELEVATIONS ARE NAVD 88
SITE
LOCATION MAP.
SEC. 8, TWP. 35S, RGE. 40E N.T.S.
FORT PI RC
PAVING, GRADING, & D
SHEETS
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PD 1 ..............
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AGE PLANS
IESCRIPTION
'OVER SHEET
OLLUTION PREVENTION PLAN
AVING, GRADING, AND DRAINAGE PLAN
AVING, GRADING, AND DRAINAGE DETAILS
PERMIT SET
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SCANNED
BY
if LUCIE COUNTY
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DATE 6-13-21
DRAWN BY BR
F.B./ PG.
SCALE n a
Y'I'u b VIV'NL LNUIINt
LI E N 25�1
ENG NO. EB-.6003
JOB # 9453
SHT.NO.
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OF 4 SHEETS
NOTE: ELEVATIONS ARE NAVD 88
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NOTES:
1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM).
2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID THE USE OF JOINTS.
3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION
AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA
STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT
EXCEED 6 FEET (1.8 M).
4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES
(10 CM) DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL
BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE
STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL
EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE
THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE.
6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,
AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE
FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL
GROUND SURFACE.
7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC.
SILT FENCE INSTALLATION DETAIL
(1 of 2) N. T.S.
FENCE POST
(WOOD OR STEEL)
FABRIC
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RUNOFF
lll�lmjlL 7/ '
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4`
DIG 4" WIDE & 4" DEEP
TRENCH, BURY BOTTOM
8" OF FABRIC, AND
ANCHOR W/COMPACTED
BACKFILL MATERIAL
SILT FENCE SECTION
NOT TO
SCALE
PLACE THE END POST
OF THE SECOND FENCE
INSIDE THE END POST
OF THE FIRST FENCE
ROTATE BOTH POSTS AT
LEAST 180 DEGREES IN A
CLOCKWISE DIRECTION TO
CREATE A TIGHT SEAL
WITH THE FABRIC MATERIAL
DIRECTION OF RUNOFF WATERS
DRIVE BOTH POSTS ABOUT
18 INCHES INTO THE
GROUND AND BURY FLAP
ATTACHING TWO SILT FENCES
NOT TO SCALE
SILT FENCE INSTALLATION
DETAIL
(2 of
2) N.T.S.
Vinyl She
(9800 Lbs.
Galvanized
Slotted PVC Connector Pipe
(Metal Collar Reinforced) Closed Cell
Flotation (I
Per Ft. Bw
C18 Oz. Nylon Reinforced
PVC Fabric (300 psi Test
-St
ress ess Plate
d EAW '.teel Cable
Sking Strength) With
ectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam
i Plastic Foam Flotation (6" Dia. Equiv.) (12 Lbs.
a. Equiv.) (17 lbs. Per Ft. Buovancv)_--._
Y
rTt)
8OzN on Reinforced
fh11Golvanzed VCFabric (300 psi
Chain esWith Lacing Groml
r
TYPE II
TYPE I
o DI =5' Std. (Sit
3le Panel For Depths 5' or Less).
D2=5' Std. (Ac
litional Panel For Depths 5').
Curtain To Rea
h Bottom Up To Depths Of 10 Feet.
Two(2) Panels
o Be Used For Depths Greater Than
10 Feet Unless
ISpecial Depth Curtains Specifically Called
For In The Plot
Or As Determined By The Engineer.
NOTICE: COMPONENTS
TYPES I AND II MAY BE SIMILAR OR IDENTICAL
TO PROPRIETAF
f DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY
RIGHTS OF THE
DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF
THE USER. SL
iSTITUTIONS FOR TYPES I AND II SHALL BE AS
APPROVED BY
IdE ENGINEER.
SEDIMEN BARRIER
(STRAW BALE TYPE SHOWN)\
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
SECTION A -A
SPILLWAY
2% OR GREATER
.TER FABRIC
NOTE:
USE SANDBAGS, STRAW BALES
OR OTHER APPROVED METHODS
TO CHANNELIZE RUNOFF TO BASIN
AS REQUIRED.
FLOW
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MOTES:
1: THE ENTRANCE BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING
FLOWING OF SEDIMENT ONTO PUBLIC RIGHT
OF -WAY. THIS MAY REQUIRED TOP DRESSIN
,
REPAIR AND/OR CLEAN OUT OF ANY MEAS
ES
USED TO TRAP SEDIMENT.
a. WHEN NECESSARY, WHEELS SHALL BE CLEA
D
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-
-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE
NE
ON AN AREA STABILIZED WITH CRUSHED ST
NE
THAT DRAINS INTO AN APPROVED SEDIMENT
TRAP
OR SEDIMENT BASIN.
4. CONTRACTOR TO VERIFY THAT GRAVEL IS K
T OUT CIF PBC R/W.
TEMPORARY GRAVEL CONSTRU
TION ENTRANCE
GRAPHIC SC,
20 0 10 20 40
( IN FEET )
I inch = 40
LEGEND
M■■■NNE■M BOUNDA
POLLUTI(
(SLIT FE
HAY BAI
F..D.O.T.
FLOATIN(
PER F.D.
OF
PREVENTION
OR
PER
)EX 103)
JRBIDITY BARRIERS
INDEX 103
7111
""Iypro Rope
(600 lb. Brec
Strength)
Jggplvanized CI
0
INLET FILTER INSTALLATION
WITHOUT FRAME AND GRATE
WIRE SUPPORT - MOULD 6x6", 5/5 GA. 49 #/100 SQ. FT
WELD WIRE SUPPORT. EXTEND 6" MIN. AT SIDES
rV
SECURE FILTER FABRIC
TO FRAME AND GRATE
BACKFILL AFTER
INSTALLATION OF
INLET FILTER
NOTES:
1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM
2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING.
A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN
SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH,
AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB.
STORM WATER WILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH
SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN
LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA
BEHIND THE CURB THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS
REMOVED.
INLET FILTER DETAIL
N.T.S.
PERMIT SET
DEFINITIONS
1. COUNTY - ST LUCIE COUNTY
2. CITY - N/A
3. CONTRACTOR - UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS
4. ENGINEER - ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION
PROCEDU
RE
1. A PRE -CONSTRUCTION
R CTION MEET
ING IS TO BE HELD
PRIOR TO DELIVERY O E F MATERIALS AND
INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED
BY THE COUNTY, CONTRACTOR, SUBCONTRACTORS, ENGINEER AND OTHER INTERESTED
PARTIES,
2. ANY REVISIONS TO THE APPROVED PLANS MUST BE APPROVED BY THE COUNTY PRIOR TO
THE PRE -CONSTRUCTION MEETING.
3. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL
NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING
THE PRE -CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE (3)
COPIES OF AN AFFIDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN
ACCORDANCE WITH AWWA C151/A21.51-91.
4. ALL APPLICABLE PERMITS MUST BE OBTAINED WITH COPIES PROVIDED TO THE CITY
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION
DOCUMENTS ON SITE AT ALL TIMES.
6. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS
APPROVED BY THE COUNTY PRIOR TO CONSTRUCTION. ALL REQUESTS FOR MATERIAL
SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB
SITE.
7. THE LOCATION OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE
ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF
OTHER UTILITIES (NOT SHOWN ON THE PLAN) EXIST WITHIN THE AREA OF CONSTRUCTION.
SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE COUNTY AND
NOTIFY THE RESPECTIVE UTILITY OWNER TO RESOLVE THE UTILITY CONFLICTS AND THE
UTILITY ADJUSTMENTS AS REQUIRED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION
OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES
FROM DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND
WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE.
9. THE CONTRACTOR SHALL BE_ RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER
UTILITY FACILITIES.
10. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY AND/OR
COUNTY A MINIMUM OF 24 HOURS IN ADVANCE.
11. CONTRACTOR SHALL NOT DISTURB EXISTING COUNTY MAINS OR STRUCTURES WITHOUT THE
PRESENCE OF A COUNTY INSPECTOR. COUNTY UTILITY SYSTEM VALVES AND APPURTENANCES
MAY ONLY BE OPERATED BY COUNTY PERSONNEL.
12. FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
APPROVED PLANS. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN
ADVANCE BY THE CITY & COUNTY.
13. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE
WORK, A FINAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE
PLAiJS AND SPECIFICATIONS.
14. PAVING, DRAINAGE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA
DEPARTMENT OF TRANSPORTATION ROADWAY AND DESIGN STANDARDS, STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND PALM BEACH COUNTY TYPICAL No. T-P-13 (LATEST
REVISION) UNLESS SHOWN OTHERWISE.
15. AS -BUILT DRAWINGS SHALL BE PREPARED BY A REGISTERED LAND SURVEYOR,
REGISTERED IN THE STATE OF FLORIDA, AND SUBMITTED BY THE CONTRACTOR TO
THE CITY & COUNTY.
16. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY
WITH FLORIDA STATUTE 553-851 FOR PROTECTION OF UNDERGROUND GAS PIPE LINES.
17. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE (1-800-432-4770) 48 HOURS IN
ADVANCE OF CONSTRUCTION.
18. GRADES SHOWN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHALL BE
REQUIRED TO ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE BOX COVERS
TO FINISHED GRADE.
19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION
AND SHALL BE REQUIRED TO PROVIDE ALL BARRICADES, LIGHTING, SIGNAGE AND FLAGMEN
AS NECESSARY TO PROVIDE FOR THE SAFETY OF THE PUBLIC IN THE WORK AREA. THE
CONTRACTOR SHALL SUBMIT A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO
CONSTRUCTION.
20. EXISTING BASE MATERIAL THAT IS REMOVED DURING CONSTRUCTION SHALL NOT BE
USED IN THE CONSTRUCTION OF NEW LIMEROCK BASE.
21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE
LEGALLY DISPOSED OF OFF -SITE IN AN AREA AT THE CONTRACTORS EXPENSE.
22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS
TURBIDITY SCREENS, CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN
ORDER TO COMPLY WITH ALL STATE AND LOCAL WATER QUALITY STANDARDS.
23. ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS III, UNLESS
OTHERWISE NOTED.
24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS.
PERMANENT PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK.
LAYOUT TO BE REVIEWED BY THE COUNTY PRIOR TO PLACEMENT OF FINAL MARKING.
25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION
AND UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY THE
CONTRACTOR. ALL COSTS ASSOCIATED WITH EARTHWORK REQUIREMENTS TO
COMPLETE THE ROADWAY RECONSTRUCTION AND UTILITY IMPROVEMENTS SHALL BE
INCLUDED IN THE COSTS OF OTHER APPROPRIATE PAY ITEMS.
26. CONTINUITY OF WATER AND SEWER SERVICE TO COUNTY UTILITY CUSTOMERS SHALL BE
MAINTAINED THROUGHOUT THE DURATION OF THIS PROJECT, IF A BREAK IN SERVICE IS
UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACILITIES, IT SHALL BE
!A
SCHEDULED FOR OFF PEAK HOURS WITH THE COUNTY. DETERMINATION OF SERVICE o 1
BREAK REQUIREMENT WILL BE MADE BY THE COUNTY.
27. SITE INFORMATION BASED ON A SURVEY PREPARED BY: KARNER SURVEYING, INC. `~
28. RELOCATION OF UTILITY POLES AND GAS PIPE LINES SHALL BE COORDINATED BY THE ~ .
CONTRACTOR WITH FLORIDA POWER AND LIGHT, AND FLORIDA PUBLIC UTILITIES,
RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY WILL BE REQUIRED TO
RELOCATE THEIR UTILITIES,
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SCANNED
BY
UCIE COUNTY
DATE 6-13-21
DRAWN BY BR
F.B./ PC.
SCALE 1" = 40'
0
JO�NN WkEF �R
FR1lR ONAL•�,NGKIER
LICENSE NO, "/2',�478
�TktE OF,E(4RIDA
JOB # 9453
SHT.NO.
PD1
OF 4 SHEETS
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41
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EX HEADWALL I
TO REMAIN u�
SITE DATA:
EXISTING IMPERVIOUS AREA TO BE REMOVED:4,536 SF
PROPOSED IMPERVIOUS AREA (NOT INCLUDING FUTURE): 4,479 SF
NET IMPERVIOUS AREA: 57 SF REDUCTION
PROPOSED IMPERVIOUS AREA (INCLUDING FUTURE): 8,080 SF
NET IMPERVIOUS AREA: 3,544 SF
STORM WATER TREATMENT
1" TIMES THE ADDITIONAL IMPERVIOUS AREA FOR THE ON -SITE
PARKING LOT AND ASSOCIATED WALKWAY
AREA = 3,544 SF X 2 (PER COUNTY REQUIREMENT) = 7,088 SF
VOLUME = 1 IN. X 7,088 SF X (6) = 591 CF
TOTAL DRY RETENTION VOLUME PROVIDED = 638 CF
__0
1
I 1
EXISTING OVERHANG
(TO REMAIN) I 1
I
I
1
EX ONE STORY BUILDING I c 1
TO REMAIN
EXISTING ENTRY FF EL = -20.05
1 -
I
EX N5' CONCRETE SIDEWALK I
TO REMAIN EX CONCRETE AREA TO REMAIN 1
PROP HANDICAP SIGNS (REGRADE AND SMOOTH AS
FTP-20-06 & NECESSARY)
1:
I , q FTP-22-06 1
I I M.E. ; 1 �y, -�.� p _. _ _.._ ._ UNUSED SPACE
N 9.8 ^A��
X SEE PARKING DETAIL I 9 1
ON SHE I X \ �' ��ry / 1 ET PD3 FOR
PROPOSED STRIPING
....., . ( qM.E.
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�. N 19.8 � 19. N 19.9 j M.E. j
x ,t� R25' I I �j -� _. _�, _ .. ... -5,- ° I N19.9 I 1
R 2 I 0 30' EXISTI G OVERHANG
UNUSED SPACE FOR I (TO R MAIN)
TURNAROUND I
{ I N19.9
II 1 0.15 0.60
f000
M.E. -I-----I-----�----r:,----
N 2' 10'
19.78 lool�I I I I
I I
1971
EX DRAINAGE CULVERT 1 EX CHAIN LINK'' FENCE
TO REMAIN 126' TO BE REMOVED lie
M.E. a I I I I
0.24
LIMITS OF EXISTING
I- ---- -- - I-----I------I--- --g---
I I GRAVEL AREA a ----_---
- -_...
(TO BE REMOVED) -_ _ .. _�ME� 19.69PROPOSED PAVEMENT
(SEE PAVEMENT 1 I
19.53 1 FUTURE PARKING
AREA � ' SPECIFICATIpNS) 19:67 M.E. �
I 9.3 19.45 19.55 19 119.7 EXISTING FENCE I X
(TO REMAIN)
E. I a
I
N A.4 I 19.10 \ CL 6" DEEP SWALE 9'
EL 19.301 ® 0.75% SLOPE 1
+ R25 1 WITH 1' BOTTOM
a^ ^� PROP DRY EL 18.301 \ FUTURE DRIVE r 1 I 19.78
WIDTH. MAINTAIN
4:1 SIDE SLOPE. AISLE AREA
RETENTION i �� jL
1' DEEP,----- ---
� MAX 4:1 � 18.30 I
$� 18.8 SIDE SLOPES w 14 I ^ 19.21 19.3 19.29
EX HEADWALL
TO REMAIN � w i �- 32 -\RE
EL 18.30
,� I,��,M.E. X EL 19.30 �°
N19.8 M.E.
� 19.50 19.50 19.50
t° �g REMOVE AND O 19.50 19.50
' RESTORE REMOVE AND
� x CPP M.E. EXISTING `� RESTORE
{ I $o � 18.91 0 0° DRIVEWAY � EXISTING a °
X REMOVE AND
- --- _._ a� _ DRIVEWAY RESTORE
�. PP Arcnor x EXISTING
I I Pole DRIVEWAY
it f�
II
off-
b N 39th Street
X - - r- X
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PERMIT SET
NOTE: ELEVATIONS ARE NAVD 88
GRAPHIC SCALE
( IN FEET )
1 inch = 10 ft.
LEGMD
W
PROPOSED WATER LINE (SIZE NOTED)
-IH W
PROPOSED GATE VALVE AND BOX
4 w
PROPOSED REDUCER
-� w
FIRE HYDRANT
-� w
SAMPLE POINT
EXISTING WATER LINE
EXISTING GATE VALVE
S
PROPOSED SANITARY SEWER LINE
au
EXISTING SANITARY SEWER LINE
So
PROPOSED DRAINAGE SYSTEM
am
EXISTING DRAINAGE SYSTEM
- - ■�
PROPERTY BOUNDARY
19.30
o
0
PROPOSED GRADE
xNO.
EXISTING GRADE
PROPOSED ASPHALT
PAVEMENT
EXISTING CONCRETE
EXISTING OVERHANG
CaU 48 hours
before you dig
Iiff'Tt I
71v/111I
1-800-432-U77fill
NOTE:
CONTRACTOR TO VERIFY
DEPTH AND LOCATION OF
EXISTING UTILITIES PRIOR
TO ANY CONSTRUCTION.
0
PAVEMENT SPECIFICATIONS
WEARING SURFACE
1.5" (COMPACTED THICKNESS APPLIED IN TWO 3/4"
LIFTS) TYPE SP-9.5 ASPHALT OR 1.5" (PLACED IN
ONE LIFT) TYPE SP-12.5 ASPHALT.
6" LIMEROCK OR EQUIVALENT (LBR 100) COMPACTED
BASE
TO 98% MAX. DENSITY PER AASHTO T-180.
PRIME & TACK COAT PER FOOT SECTION 300.
SUBGRADE
12" COMPACTED TO 98% MAX. DENSITY
PER AASHTO T-180.
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DATE 6-13-21
DRAWN BY - BR
F.B. PG.
SCALE 1" = 10'
F.
N0
JOB # 9453
SHT.NO.
PD2
OF 4 SHEETS
U
L
G
1. All dimensions shown on these drawings are scaled
distances. The contractor shall confirm all measurements in
the field and notify the Engineer in writing of any
discrepancy prior to performing the work. All quantities
shall be paid on the basis of field measurements of completed
work.
2. Reinforced concrete pipe (R.C.P.) shall be in accordance with
A.S.T.M. C76-78, Class III. Corrugated ,Aluminum Pipe
(C.A.P.) shall be in accordance with AASHTO M-96, 16 gauge.
3. It is the responsibility of the Contractor to make such
examination of the site of the work, and of any material
sources indicated in the plans, as may be necessary to inform
himself of the conditions under which work is to be
performed.
4. Proposed grades shown in paved areas refer to finish pavement
grades.
5. Pavement markings and geometrics shall be in accordance with the
Manual on Uniform Traffic Control Devices for Streets and Highways,
and other applicable standards..
6. All lots, roadways and borrow areas shall be stripped of all
deleterious (unsuitable) materials and materials shall be
disposed within the site.
7. Alt grading of streets, including the removal of all
materials and the finishing of all shoulders, subgrade
preparation. Swales and backslopes, in accordance with the
typical sections shown hereon shall be included in the bid
price for paving.
8. Any existing roadway and/or utility that is damaged by the
Contractor shall be corrected at the Contractors expense to
the satisfaction of the Engineer.
9. Any muck pocket is to removed completely from the centerline
to 10' beyond the pavement on each side.
10. Any gumbo encountered to be removed within the roadway 1.0'
below subgrade to outside edge of shoulders.
11. All paving and drainage work to be constructed in full
accordance with Palm Beach County Standards and
Specifications.
12. The sequence of construction shall be such that all
underground installations of every kind that will be beneath
the pavement currently to be constructed shall be installed
prior to the compaction of subgrade.
13. Contractor shall submit shop drawings on all pipe, pipe
bonds, drainage structures, grates, frames and covers.
14. It shall be the Contractor's responsibility to determine the
location of existing utilities whether shown or not shown on
these drawings and shall verify all elevations before
starting construction. All existing utilities damaged by the
Contractor shall be restored to existing or better conditions
by Contractor at no expense to Owner.
15. Where connections to an existing drainage system are
proposed, said existing drainage structures and lines shall
be purged of all silt and debris prior to said connection,
and where existing drainage system includes ditches, said
ditches shall be cleared and reworked, as necessary, to
restore them to their approved design section.
16. All pipe joints are to be inspected by a representative of
the Engineer prior to backfilling. All inspections should be
arranged no less than 24 hours in advance.
CLEARING AND GRUBBING:
17. Work shall consist of the complete removal and disposal of
all buildings, timber, brush, stumps, roots, rubbish, and
debris and all other obstructions resting on or protruding
through the surface of the existing ground and the surface of
excavated areas, and of all other structures and obstructions
necessary to be removed, Including septic tanks, building
foundations, and pipes.
18. Roots and other debris shall be removed to a depth of at
least one foot below the ground surface. All stumps within
the construction area shall be completely removed and
disposed of by the Contractor.
19. Existing trees to remain where so directed by the Engineer,
shall be trimmed, protected and left standing.
20. Property obstructions which are to remain in place, such as
buildings, sewers, drains, water or gas pipes, conduits,
poles, walls, posts, bridges, etc. are to be carefully
protected from injury and are not to be displaced.
21. Clearing and grubbing materials shall be disposed of by the
Contractor in locations and by methods approved by the
Engineer.
SUBGRADE:
22. Utilization of material in subgrade construction shall be in
accordance with plan details or as directed by the Engineer.
23. A proctor test shall be performed on the proposed subgrade
material to determine the optimum moisture content and
maximum density of the material. In -place density tests of
the finish subgrade shall be performed at a frequency of at
least one test for every 7,000 sq.ft. of porposed pavement
area to determine compliance with the design specifications
of 98% of max. density per AASHTO T-180 testing methods.
24. The compacted subgrade shall conform to the lines, grades,
and cross -sections shown on the plans. All roots, stumps, or
objectionable material present on, under, or protruding
through the surface shall be completely removed from the
subgrade. The finished surface of the subgrade shall be
string -lined prior to placement of rock base to verify that
the subgrade has been constructed to the proper lines, cross -
sections, and elevations within an allowable tolerance of
1/2" of the proposed finish subgrade elevations.
BASE:
25. Limerock Composition - The following tests are required on
the limerock material:
a. Chemical composition test to determine that material has
a minimum percent carbonates of 70X
b. Limerock bearing ratio test to determine that material
can achieve an LBR of 100.
c. Sieve analysis to insure that at least 97% (by weight)
of the material shall pass a 3-1/2" sieve and material shall
be graded uniformly down to dust. The fine material shall
consist entirely of dust of fracture. All crushing or
breaking -up which might be necessary in order to meet such
size requirements shall be done before the material is placed
on the road.
26. A proctor test shall be performed on the proposed limerock
material to determine the maximum density of the material.
In -place density tests shall be taken at a frequency of at
least one test for every 7,000 sq.ft. of proposed pavement to
determine compliance with the design specifications of 98% of
max. density per AASHTO T-180 testing methods.
27. The compacted base shall conform to the lines, grades, and
cross-section shown on the plans. The finish base surface
shall be stringlined or checked with a template to verify
conformance with the plan grades within an allowable
tolerance of 1/4" of the proposed base elevations.
E
ASPHALTIC CONCRETE SURFACE COURSE:
28. Tack Coat
a. Prior to installation of the overlay, the surface of the
existing asphalt shall be broomed to remove all loose
material which might interfere with the adhesion of the
existing asphalt and overlay.
b. A tack coat shall be applied to the top of the clean
asphalt surface at a rote of 0.10 gallons/sq.ft. in
the presence of the Engineers representative.
29. Asphaltic concrete shall conform to Florida D.O.T.
requirements of Type S-1 and S-3. Certifications of the
asphalt mix shall be submitted by the asphalt plant to the
Engineer for approval prior to construction.
30. The temperature of the asphalt shall be at least 230 degrees
F. during the laying operation.
31. The thickness of the finished surface course shall be checked
at various intervals to insure the constructed surface course
is within 1/8" of the design thickness (no negative tolerance
will be acceptable).
32. The finished surface of the asphalt shall be checked with a
straight edge to insure that the line, grade, and cross-
section of the finished pavement section is in conformance
with the design plans. The finished surface shall be of
uniform texture and compaction. The surface shall have no
pulled, torn, or loosened portions and shall be free of
segregation, sand, streaks, sand spots, or ripples. All
areas of the surface which does not meet the foregoing
requirements shall be corrected to the Engineer's
satisfaction.
SODDING:
33. Work consists of the establishing of a stand of grass within
the areas called for by the furnishing and placing of grass
sod and fertilizing, watering, and maintaining sodded areas
such as to assure a healthy stand of grass.
34. The area over which the sod is to be placed shall be
scarified or loosened to suitable depth. The sod shall be
placed on the prepared surface with edges in close contact
and shall be firmly and smoothly embedded by light tamping
with appropriate tools. On areas where the sod may slide due
to height and slope, the Engineer may direct that the sod be
pegged with pegs driven through the sod blocks into firm
earth at suitable intervals.
DRAINAGE
35. Reinforced Concrete Pipe shall conform with the requirements of
Class III ASTM C-76 and the most recent Florida DOT Standard
Specifications for Road & Bridge Construction, Section 941.
PAVEMENT MARKING SPECIFICATIONS
All Pavement markings to be installed per these typicals,
plans and specifications, and as directed by the
Engineer and shall conform to the requirements of F.D,O.T.
and the manual on uniform traffic control devices.
PERMANENT MARKINGS
Installation:
- All markings shall be installed by the extruded
m eth ad.
- Markings shall be free of weaves, bows, drips,
drags, and other degrading items.
Chalk shall be used for all layout markings
Materials:
- All materials shall be alkyd thermoplastic meeting
all State specifications.
Thickness:
- All markings shall be installed to yield 90 mils
of material measured above the pavement surface.
Beads:
- Reflective beads are to be installed per FDOT
specifications on all markings.
Alternate Material: (Temporary Only)
- STAYMARK marking tape, or equivalent may be used, as
approved or directed by the Engineer.
Layout:
- Layout shall be made using marking chalk.
- It is recommended that marking layout be Inspected
by the Engineer prior to the placement of
final markings.
TEMPORARY MARKINGS
Temporary markings may be used only as specified in this
section, or as approved or directed by the Engineer.
Final Pavement Surface:
- Only foil backed marking tape is allowed.
- All tape shall be totally removed concurrent with
permanent marking placement.
Other Pavement Surfaces:
- Intermediate pavement surfaces may be marked with
FDOT approved materials, designs, and
specifications.
ALL PAVEMENT MARKINGS
All paved surfaces shall be properly marked prior to the
hours of darkness.
RAISED PAVEMENT MARKERS
- R.P.M.s shall be installed on all lane lines and
centerlines, spaced at 20'or 40%
- R.P.M.s shall be a 4 x 4 type class "B" morker
meeting FDOT specifications and shall be approved
by the Engineer prior to use.
- R.P.M.'s shall be installed using alkyd
thermoplastic on asphalt and epoxy on concrete.
Note: Pavement markings and geometrics shall be in
accordance with the Manual on Uniform Traffic Control
Devices for Streets and Highways, and other applicable
standards.
PAVEMENT MARKING SPECIFICATION
77&
PARXNL6 BY
DISABLED
PERMIT
ONLY
FTP-20-06
RNE
$250 MAX
FTP-22-O6
HANDICAP SIGN
J 6"
6'
"PARKING BY DISABLED
PERMIT ONLY" SIGN
W/ SUPPLIMENTAL PLAQUE
C WHICH STATES $250.00 FINE
7'- 0" MOUNTING HEIGHT,
6"x 6'
WHEEL
WHITE
0
I
00
SOLID
BLUE
HANDICAP
SYMBOL
i
4" BLU
STRIPE
4" WHITE
6" WHITE
3 PLACES
EQUALLY
SPACED
3
STANDARD I HANDICAP ACCESSIBLE
SPACE SPACE
PARKING DETAIL
12"
6" 6"
SAW CUT D
EXISTING _N I- EXIST. ASPHALT
ASPHALT & BASE TO BE REMOVED.
NOTE:
THIS METHOD OF PAVEMENT JOINT SHALL BE USED
FOR ANY APPLICATION OR CONSTRUCTION WHERE
PROPOSED PAVEMENT AND BASE WILL BE CONNECTED
TO EXISTING PAVEMENT AND BASE.
PAVEMENT JOINT
N.T.S.
SEE TYP. SECTION
FOR NEW BASE
AND ASPHALT
PERMIT SET
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DATE 6-13-21
DRAWN BY BR
F.B. PG.
Kt trunpej✓i NA
No 2547
_
JOHN F. WHEF_LER
PROF SIONAI_ ENGINELF
t. SE NO. 2547E
TATE OF FLORIDA
ENG NO. EH-000359
JOB # 9453
SHT.NO.
DDD
OF 4 SHEETS
NOTE: ELEVATIONS ARE NAVD 88
LOCATION MAP
SEC. 8, TWP. 35S, RGE. 40E-
N.T.S
L"s -m " a m
PAVING, GRADING, & D
SHEETS
C• 1 00006000000600
P D 1 0 9 0 0 0* 0 0 0 0* 0 0•
P D 2 0 0* 0 0 0 0 0 0 0 0 0*•
PD 3 0 0 0 0 0 0 0 0 0 0* 0 0•
AGE PLANS
►ES CRIPTI ON
'OVER SHEET
OLLUTION PREVENTION PLAN
AVING, GRADING, AND DRAINAGE PLAN
AVING, GRADING, AND DRAINAGE DETAILS
PERMIT SET
SCANNED
BY
ST LUCIE COUNTY
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DRAWN BY BR
F.B./ PG.
SCALE n a
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ST ,sF40RIPA;
ENG Nh:.�E=gQ03591
DAEQCT 1<2d21
JOB # 9453
SHT.NO.
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JLOF 4 SHEETS 11
NOTE: ELEVATIONS ARE NAVD 88
STEEL OR
EXTRA STRENGTH FILTER FABRIC WOOD POS \
NEEDED WITHOUT WIRE MESH SUPPORT
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX.) -_
MESH WIRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS W
r
NOTES:
1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM).
2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID THE USE OF JOINTS.
3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION
AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA
STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT
EXCEED 6 FEET (1.8 M).
4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES
(10 CM) DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL
BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE
STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL
EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE
THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE.
6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,
AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE
FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL
GROUND SURFACE.
7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC.
SILT FENCE INSTALLATION DETAIL
(1 Of 2) N.T.S.
SILT FENCE OR
HAY BALES PER
F.D.O.T, INDEX 103
FENCE POST
(WOOD OR STEEL)
FABRIC _4
0
a
RUNOFF
y
izrlll
a•
DIG 4" WIDE & 4" DEEP
TRENCH, BURY BOTTOM
8" OF FABRIC, AND
ANCHOR W/COMPACTED
BACKFILL MATERIAL
SILT FENCE SECTION
NOT TO
SCALE
PLACE THE END POST
OF THE SECOND FENCE
INSIDE THE END POST
OF THE FIRST FENCE
ROTATE BOTH POSTS AT
-
LEAST 180 DEGREES IN A
CLOCKWISEDIRECTION TO
1
CREATE A TIGHT SEAL
WITH THE FABRIC MATERIAL
DIRECTION OF RUNOFF WATERS
1 y
DRIVE BOTH POSTS ABOUT
18 INCHES INTO THE
GROUND AND BURY FLAP
ATTACHING TWO SILT FENCES
NOT TO SCALE
SILT FENCE INSTALLATION
DETAIL
(2 of
2) N.T.S.
Slotted PVC Connector Pipe
(Metal Collar Reinforced)
(�18 Oz. Nylon Reinforced
PVC Fabric (300 psi Testi,
1gVinyl Sheat ied LAW Steel Cable
(9800 Lbs. B eaking Strength) With
Galvanized Cc inectors (Tool Free Disconnect)
Closed Cell S lid Plastic Foam
Flotation (8' ia. Equiv.) (17 lbs.
Per Ft. Buo icy
Closed Cell Solid Plastic Foam
Flotation (6" Dia. Equiv.) (12 Lbs.
Per Ft. Buoyancy)
C �18 Oz. Nylon Reinforced
Stress Plate T9 Galvanized PVC Fabric (300 psi
Chain Test) With Lacing Gromi
TYPE II
TYPE I
0 D1 =5' Std. (Sigle
Panel For Depths 5' or Less).
D2=5' Std. (A
ditional Panel For Depths 5').
Curtain To Re
h Bottom Up To Depths Of 10 Feet.
Two(2) Panels
To Be Used For Depths Greater Than
10 Feet Unles
Special Depth Curtains Specifically Called
For In The Pla
s Or As Determined By The Engineer.
NOTICE: COMPONENTS
F TYPES I AND II MAY BE SIMILAR OR IDENTICAL
TO PROPRIETA
Y DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY
RIGHTS OF TH
DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF
THE USER. S
BSTITUTIONS FOR TYPES I AND 11 SHALL BE AS
APPROVED BY
THE ENGINEER.
FLOATING
TURBIDITY BARRIFRS
SEDIMEN BARRIER
(STRAW BALE TYPE SHOWNN\
SUPPLI WATER TO WASH
WHEEL IF NECESSARY.-
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
SECTION A -A
SPILLWAY
I o T
10- I
FLOW
wAr
• •RIDGE
50' MIN.
PLAN
NOTES:
1. THE ENTRANCE BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING
FLOWING OF SEDIMENT ONTO PUBLIC RIGH'
OF -WAY. THIS MAY REQUIRED TOP DRESSI
REPAIR AND/OR CLEAN OUT OF ANY MEA
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLE)
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-
3. WHEN WASHING IS REQUIRED, IT SHALL BE
ON AN AREA STABILIZED WITH CRUSHED E
THAT DRAINS INTO AN APPROVED SEDIMEI
OR SEDIMENT BASIN.
4. CONTRACTOR TO VERIFY THAT GRAVEL IS
TEMPORARY GRAVEL CONSTRL
10
GRAPHIC S
( IN FEET )
1 inch = 40
LEGEND
M■MM■■M■M BOUND/
POLLUTI
(SLIT FE
HAY BA
F.. D.O. T,
FLOATIN
PER F.D
2% OR GREATER
TER FABRIC
i
I/
NOTE:
USE SANDBAGS, STRAW BALES
OR OTHER APPROVED METHODS
TO CHANNELIZE RUNOFF TO BASIN
AS REQUIRED.
FLOW
Z
N
-WAY.
OUT OF PBC R/W.
'ION ENTRANCE
( OF
I PREVENTION
;E OR
S PER
�DEX 103)
TURBIDITY BARRIERS
T. INDEX 103
90
'2"ypro Rope
(600 lb. Breakin
Strength)
?A&IVanized Chan
0
INLET FILTER INSTALLATION
WITHOUT FRAME AND GRATE
WIRE SUPPORT - MOULD 6x6", 5/5 GA. 49 #/100 SQ. FT.
WELD WIRE SUPPORT. EXTEND 6" MIN. AT SIDES
211
SECURE FILTER FABRIC
TO FRAME AND GRATE
BACKFILL AFTER
INSTALLATION OF
INLET FILTER
NOTES:
1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM.
2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING.
A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN
SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH
AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB.
STORM WATER WILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH
SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN
LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA
BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS
REMOVED.
INLET FILTER DETAIL
N.T.S.
PERMIT SET
DEFINITIONS
1. COUNTY - ST LUCIE COUNTY
2. CITY - N/A
3. CONTRACTOR - UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS
4. ENGINEER - ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION
PROCEDURE
1. A PRE -CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND
INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED
BY THE COUNTY, CONTRACTOR, SUBCONTRACTORS, ENGINEER AND OTHER INTERESTED
PARTIES.
2. ANY REVISIONS TO THE APPROVED PLANS MUST BE APPROVED BY THE COUNTY PRIOR TO
THE PRE -CONSTRUCTION MEETING.
3. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL
NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING
THE PRE -CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE (3)
COPIES OF AN AFFIDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN
ACCORDANCE WITH AWWA C151/A21.51-91.
4. ALL APPLICABLE PERMITS MUST BE OBTAINED WITH COPIES PROVIDED TO THE CITY
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION
DOCUMENTS ON SITE AT ALL TIMES.
6. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS
APPROVED BY THE COUNTY PRIOR TO CONSTRUCTION. ALL REQUESTS FOR MATERIAL
SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB
SITE.
7. THE LOCATION OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE
ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF
OTHER UTILITIES (NOT SHOWN ON THE PLAN) EXIST WITHIN THE AREA OF CONSTRUCTION.
SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE COUNTY AND
NOTIFY THE RESPECTIVE UTILITY OWNER TO RESOLVE THE UTILITY CONFLICTS AND THE
UTILITY ADJUSTMENTS AS REQUIRED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION
OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES
FROM DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND
WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER
UTILITY FACILITIES.
10. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY AND/OR
COUNTY A MINIMUM OF 24 HOURS IN ADVANCE.
11. CONTRACTOR SHALL NOT DISTURB EXISTING COUNTY MAINS OR STRUCTURES WITHOUT THE
PRESENCE OF A COUNTY INSPECTOR. COUNTY UTILITY SYSTEM VALVES AND APPURTENANCES
MAY ONLY BE OPERATED BY COUNTY PERSONNEL.
12. FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
APPROVED PLANS. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN
ADVANCE BY THE CITY & COUNTY.
13. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE
WORK, A FINAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE
PLANS AND SPECIFICATIONS.
14. PAVING, DRAINAGE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA
DEPARTMENT OF TRANSPORTATION ROADWAY AND DESIGN STANDARDS, STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND PALM BEACH COUNTY TYPICAL No. T-P-13 (LATEST
REVISION) UNLESS SHOWN OTHERWISE.
15. AS -BUILT DRAWINGS SHALL BE PREPARED BY A REGISTERED LAND SURVEYOR,
REGISTERED IN THE STATE OF FLORIDA, AND SUBMITTED BY THE CONTRACTOR TO
THE CITY & COUNTY.
16. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY
WITH FLORIDA STATUTE 553-851 FOR PROTECTION OF UNDERGROUND GAS PIPE LINES.
17. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE (1-800-432-4770) 48 HOURS IN
ADVANCE OF CONSTRUCTION,
18. GRADES SHOWN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHALL BE
REQUIRED TO ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE BOX COVERS
TO FINISHED GRADE.
19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION
AND SHALL BE REQUIRED TO PROVIDE ALL BARRICADES, LIGHTING, SIGNAGE AND FLAGMEN
AS NECESSARY TO PROVIDE FOR THE SAFETY OF THE PUBLIC IN THE WORK AREA. THE
CONTRACTOR SHALL SUBMIT A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO
CONSTRUCTION.
20. EXISTING BASE MATERIAL THAT IS REMOVED DURING CONSTRUCTION SHALL NOT BE
USED IN THE CONSTRUCTION OF NEW LIMEROCK BASE.
21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE
LEGALLY DISPOSED OF OFF -SITE IN AN AREA AT THE CONTRACTORS EXPENSE.
22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS
TURBIDITY SCREENS, CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN
ORDER TO COMPLY WITH ALL STATE AND LOCAL WATER QUALITY STANDARDS.
23. ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS III, UNLESS
OTHERWISE NOTED.
24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS.
PERMANENT PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK.
LAYOUT TO BE REVIEWED BY THE COUNTY PRIOR TO PLACEMENT OF FINAL MARKING.
26. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION
AND UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY THE
CONTRACTOR. ALL COSTS ASSOCIATED WITH EARTHWORK REQUIREMENTS TO
COMPLETE THE ROADWAY RECONSTRUCTION AND UTILITY IMPROVEMENTS SHALL BE
INCLUDED IN THE COSTS OF OTHER APPROPRIATE PAY ITEMS.
26. CONTINUITY OF WATER AND SEWER SERVICE TO COUNTY UTILITY CUSTOMERS SHALL BE
MAINTAINED THROUGHOUT THE DURATION OF THIS PROJECT. IF A BREAK IN SERVICE IS
UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACILITIES, IT SHALL BE
SCHEDULED FOR OFF PEAK HOURS WITH THE COUNTY. DETERMINATION OF SERVICE
BREAK REQUIREMENT WILL BE MADE BY THE COUNTY.
27. SITE INFORMATION BASED ON A SURVEY PREPARED BY: KARNER SURVEYING, INC.
28. RELOCATION OF UTILITY POLES AND GAS PIPE LINES SHALL BE COORDINATED BY THE
CONTRACTOR WITH FLORIDA POWER AND LIGHT, AND FLORIDA PUBLIC UTILITIES,
RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY WILL BE REQUIRED TO
RELOCATE THEIR UTILITIES.
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DATE 6-13-21
DRAWN BY OR
F.B. PG.
SCALE 1" = 40'
pi
STATE_.Q
RATE.._:
JOB # 9453
SHT.NO.
P D I
OF 4 SHEETS
I
PO
III
I
SITE DATA:
EXISTING IMPERVIOUS AREA TO BE REMOVED:4,536 SF
PROPOSED IMPERVIOUS AREA (NOT INCLUDING FUTURE): 4,479 SF
NET IMPERVIOUS AREA: 57 SF REDUCTION
PROPOSED IMPERVIOUS AREA (INCLUDING FUTURE): 8,080 SF
NET IMPERVIOUS AREA: 3,544 SF
STORM WATER TREATMENT
1" TIMES THE ADDITIONAL IMPERVIOUS AREA FOR THE ON -SITE
PARKING LOT AND ASSOCIATED WALKWAY
AREA = 3,544 SF X 2 (PER COUNTY REQUIREMENT) = 7,088 SF
VOLUME = 1 IN. X 7,088 SF X (�) = 591 CF
TOTAL DRY RETENTION VOLUME PROVIDED = 638 CIF
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(TO REMAIN)
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TO REMAIN I Area
EXISTING ENTRY FF EL = N20.05 1
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EX N5' CONCRETE SIDEWALK
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TO REMAIN EX CONCRETE AREA TO REMAIN 1
PROP HANDICAP SIGNS (REGRADE AND SMOOTH AS
FTP-20-06 & NECESSARY)
\"L "I FTP-22-06 -
UNUSED SPACE � I
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I \ aka X ti� 7 0 1 ON SHEET PD3 FOR 'X
PROPOSED STRIPING
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R25' 5' o o V 1 1 EXI ING OVERHANG
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I I GRAVEL AREA - - - - - - - ° - - M.E. e a 19.8
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)
SPECIFICATIONS) AREA
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NOTE: ELEVATIONS ARE NAVD 88
GRAPHIC SCALE
5 10 20
( IN FEET )
1 inch = 10 ft.
LEGEND
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PROPOSED WATER LINE (SIZE NOTED)
-III w
PROPOSED GATE VALVE AND BOX
4 w
PROPOSED REDUCER
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FIRE HYDRANT
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SAMPLE POINT
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PROPOSED SANITARY SEWER LINE
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PROPOSED DRAINAGE SYSTEM
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PROPERTY BOUNDARY
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PROPOSED GRADE
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14004324770Sunshine State One Call of Florld% Inc.
NOTE:
CONTRACTOR TO VERIFY
DEPTH AND LOCATION OF
EXISTING UTILITIES PRIOR
TO ANY CONSTRUCTION.
-I ..uc.
PAVEMENT SPECIFICATIONS
WEARING SURFACE
1.5" (COMPACTED THICKNESS APPLIED IN TWO 3/4"
LIFTS) TYPE SP-9.5 ASPHALT OR 1.5" (PLACED IN
ONE LIFT) TYPE SP-12.5 ASPHALT.
6" LIMERQCK OR EQUIVALENT (LBR 100) COMPACTED
BASE
TO 98% MAX. DENSITY PER AASHTO T-180.
PRIME & TACK COAT PER FOOT SECTION 300.
SUBGRADE
12" COMPACTED TO 98% MAX. DENSITY
PER AASHTO T-180.
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DATE 6-13-21
DRAWN BY BR
F.B. PG.
SCALE 1" = 10'
JOB # 9453
SHT.NO.
PD2
OF 4 SHEETS
IIHill I II
Ce?
1. All dimensions shown on these drawings are scaled
distances. The contractor shall confirm all measurements in
the field and notify the Engineer in writing of any
discrepancy prior to performing the work. All quantities
shall be paid on the basis of field measurements of completed
work.
2. Reinforced concrete pipe (R.C.P.) shall be in accordance with
A.S.T.M. C76-78, Class III. Corrugated Aluminum Pipe
(C.A.P.) shall be in accordance with AASHTO M-96, 16 gauge.
3. It is the responsibility of the Contractor to make such
examination of the site of the work, and of any material
sources indicated in the plans, as may be necessary to inform
himself of the conditions under which work is to be
performed.
4. Proposed grades shown in paved areas refer to finish pavement
grades.
5. Pavement 9
markings and eometrics shall be in accordance with the
Manual on Uniform Traffic Control Devices for Streets and Highways,
and other applicable standards..
6. All lots, roadways and borrow areas shall be stripped of all
deleterious (unsuitable) materials and materials shall be
disposed within the site.
7. All grading of streets, including the removal of all
materials and the finishing of all shoulders, subgrade
preparation. Swales and backslopes, in accordance with the
typical sections shown hereon shall be included in the bid
price for paving.
8. Any existing roadway and/or utility that is damaged by the
Contractor shall be corrected at the Contractor's expense to
the satisfaction of the Engineer.
9. Any muck pocket is to removed completely from the centerline
to 10' beyond the pavement on each side.
10. Any gumbo encountered to be removed within the roadway 1.0'
below subgrade to outside edge of shoulders.
11. All paving and drainage work to be constructed in full
accordance with Palm Beach County Standards and
Specifications.
12. The sequence of construction shall be such that all
underground installations of every kind that will be beneath
the pavement currently to be constructed shall be installed
prior to the compaction of subgrade.
13. Contractor shall submit shop drawings on all pipe, pipe
bands, drainage structures, grates, frames and covers.
14. It shall be the Contractor's responsibility to determine the
location of existing utilities whether shown or not shown on
these drawings and shall verify all elevations before
starting construction. All existing utilities damaged by the
Contractor shall be restored to existing or better conditions
by Contractor at no expense to Owner.
15. Where connections to an existing drainage system are
proposed, said existing drainage structures and lines shall
be purged of all silt and debris prior to said connection,
and where existing drainage system includes ditches, said
ditches shall be cleared and reworked, as necessary, to
restore them to their approved design section.
i6. All pipe joints are to be inspected by a representative of
the Engineer prior to backfiiling. All inspections should be
arranged no less than 24 hours in advance.
CLEARING AND GRUBBING:
17. Work shall consist of the complete removal and disposal of
all buildings, timber, brush, stumps, roots, rubbish, and
debris and all other obstructions resting on or protruding
through the surface of the existing ground and the surface of
excavated areas, and of all other structures and obstructions
necessary to be removed, including septic tanks, building
foundations, and pipes.
18. Roots and other debris shall be removed to a depth of at
least one foot below the ground surface. All stumps within
the construction area shall be completely removed and
disposed of by the Contractor.
19. Existing trees to remain where so directed by the Engineer,
shall be trimmed, protected and left standing.
20. Property obstructions which are to remain in place, such as
buildings, sewers, drains, water or gas pipes, conduits,
poles, walls, posts, bridges, etc. are to be carefully
protected from injury and are not to be displaced.
21. Clearing and grubbing materials shall be disposed of by the
Contractor in locations and by methods approved by the
Engineer.
SUBGRADE:
22. Utilization of material in subgrade construction shall be in
accordance with plan details or as directed by the Engineer.
23. A proctor test shall be performed on the proposed subgrade
material to determine the optimum moisture content and
maximum density of the material. In -place density tests of
the finish subgrade shall be performed at a frequency of at
least one test for every 7,000 sq.ft. of porposed pavement
area to determine compliance with the design specifications
of 98% of max. density per AASHTO T-180 testing methods.
24. The compacted subgrade shall conform to the lines, grades,
and cross -sections shown on the plans. All roots, stumps, or
objectionable material present on, under, or protruding
through the surface shall be completely removed from the
subgrade. The finished surface of the subgrade shall be
string -lined prior to placement of rock base to verify that
the subgrade has been constructed to the proper lines, cross -
sections, and elevations within an allowable tolerance of
1/2" of the proposed finish subgrade elevations.
BASE:
25. Limerock Composition - The following tests are required on
the limerock material:
a. Chemical composition test to determine that material has
a minimum percent carbonates of 70%.
b. Limerock bearing ratio test to determine that material
can achieve an LBR of 100.
c. Sieve analysis to insure that at least 97% (by weight)
of the material shall pass a 3-1/2" sieve and material shall
be graded uniformly down to dust. The fine material shall
consist entirely of dust of fracture. All crushing or
breaking -up which might be necessary in order to meet such
size requirements shall be done before the material is placed
on the road.
26. A proctor test shall be performed on the proposed limerock
material to determine the maximum density of the material.
In -place density tests shall be taken at a frequency of at
least one test for every 7,000 sq.ft. of proposed pavement to
determine compliance with the design specifications of 98% of
max. density per AASHTO T-180 testing methods.
27. The compacted base shall conform to the lines, grades, and
cross-section shown on the plans. The finish base surface
shall be stringlined or checked with a template to verify
conformance with the plan grades within an allowable
tolerance of 1/4" of the proposed base elevations.
ASPHALTIC CONCRETE SURFACE COURSE:
28. Tack Coat
a. Prior to installation of the overlay, the surface of the
existing asphalt shall be broomed to remove all loose
material which might interfere with the adhesion of the
existing asphalt and overlay.
b. A tack coat shall be applied to the top of the clean
asphalt surface at a rate of 0.10 gallons/sq.ft. in
the presence of the Engineer's representative.
29. Asphaltic concrete shall conform to Florida D.O.T.
requirements of Type S-1 and S-3. Certifications of the
asphalt mix shall be submitted by the asphalt plant to the
Engineer for approval prior to construction.
30. The temperature of the asphalt shall be at least 230 degrees
F. during the laying operation.
31. The thickness of the finished surface course shall be checked
Ft various ri intervals to insure the constructed surface course
va
is within 1/8" of the design thickness (no negative tolerance
will be acceptable).
32. The finished surface of the asphalt shall be checked with a
straight edge to insure that the line, grade, and cross-
section of the finished pavement section is in conformance
with the design plans. The finished surface shall be of
uniform texture and compaction. The surface shall have no
pulled, torn, or loosened portions and shall be free of
segregation, sand, streaks, sand spots, or ripples. All
areas of the surface which does not meet the foregoing
requirements shall be corrected to the Engineer's
satisfaction.
SODDING:
33. Work consists of the establishing of a stand of grass within
the areas called for by the furnishing and placing of grass
sod and fertilizing, watering, and maintaining sodded areas
such as to assure a healthy stand of grass.
34. The area over which the sod is to be placed shall be
scarified or loosened to suitable depth. The sod shall be
placed on the prepared surface with edges in close contact
and shall be firmly and smoothly embedded by light tamping
with appropriate tools. On areas where the sod may slide due
to height and slope, the Engineer may direct that the sod be
pegged with pegs driven through the sod blocks into firm
earth at suitable intervals.
DRAINAGE
35. Reinforced Concrete Pipe shall conform with the requirements of
Class III ASTM C-76 and the most recent Florida DOT Standard
Specifications for Road & Bridge Construction, Section 941.
PAVEMENT MARKING SPECIFICATIONS
All Pavement markings to be installed per these typicals,
plans and specifications, and as directed by the
Engineer and shall conform to the requirements of F.D.O.T.
and the manual on uniform traffic control devices.
PERMANENT MARKINGS
Installation:
- All markings shall be installed by the extruded
method.
- Markings shall be free of weaves, bows, drips,
drags, and other degrading items.
Chalk shall be used for all layout markings
Materials:
- All materials shall be alkyd thermoplastic meeting
all State specifications.
Thickness:
- All markings shall be installed to yield 90 mils
of material measured above the pavement surface.
Beads:
- Reflective beads are to be installed per FDOT
specifications on all markings.
Alternate Material: (Temporary Only)
- STAYMARK marking tape, or equivalent may be used, as
approved or directed by the Engineer.
Layout:
- Layout shall be made using marking chalk.
- It is recommended that marking layout be inspected
by the Engineer prior to the placement of
final markings.
TEMPORARY MARKINGS
Temporary markings may be used only as specified in this
section, or as approved or directed by the Engineer.
Final Pavement Surface:
- Only foil backed marking tape is allowed.
- All tape shall be totally removed concurrent with
permanent marking placement..
Other Pavement Surfaces:
- Intermediate pavement surfaces may be marked with
FDOT approved materials, designs, and
specifications.
ALL PAVEMENT MARKINGS
All paved surfaces shall be properly marked prior to the
hours of darkness.
RAISED PAVEMENT MARKERS
- R.P.M.s shall be installed on all lane lines and
centerlines, spaced at 20'or 40'.
- R.P.M.s shall be a 4 x 4 type class "B" marker
meeting FDOT specifications and shall be approved
by the Engineer prior to use.
- R.P.M.'s shall be installed using alkyd
thermoplastic on asphalt and epoxy on concrete,
Note: Pavement markings and geometrics shall be in
accordance with the Manual on Uniform Traffic Control
Devices for Streets and Highways, and other applicable
standards.
PAVEMENT MARKING SPECIFICATION
PARKING BY
DISABLED
Pmff
ONLY
RNE
$'150 YAK
FTP-22-06
HANDICAP SIGN
62-6„
"PARKING BY DISABLED
PERMIT ONLY" SIGN
W/ SUPPLIMENTAL PLAQUE 6" WHITE
WHICH STATES $250.00 FINE 3 PLACES
7'- 0" MOUNTING HEIGHT EQUALLY
SPACED
6"x 6' CONC.
WHEEL STOP. 3
00)
4" WHITE 4" BLUE
STRIPE STRIPE
0
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SOLID
BLUE
HANDICAP
__(:T1
t 00*�
SYMBOL
1 4" WHITE -AL
10'-0" 12'-0" 1 5'-0
STANDARD HANDICAP ACCESSIBLE
SPACE SPACE
12"
6°
SAW CUT
EXISTING _N L- EXIST. ASPHALT
ASPHALT & BASE TO BE REMOVED.
IMI;
THIS METHOD OF PAVEMENT JOINT SHALL BE USED
FOR ANY APPLICATION OR CONSTRUCTION WHERE
PROPOSED PAVEMENT AND BASE WILL BE CONNECTED
TO EXISTING PAVEMENT AND BASE.
PAVEMENT JOINT
N.T.S.
SEE TYP. SECTION
FOR NEW BASE
AND ASPHALT
PERMIT SET
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DATE 6-13-21
DRAWN BY BR
F.B. PG.
SCALE NA
LICENSE NO. 254,78
STATE OF
FLORIDA
ENG NO. EB-0003591
DATE OCT
18 2021
JOB # 9453
SHT.NO.
DDT
OF 4 SHEETS