FLS2003-06020 (2)
FLS2003-06020
1573 S FT HARRISON AVE
WATERFRONT INVESTMENT
PLANNER OF RECORD: JVS
ATLAS # 313B
ZONING: C
LAND USE: CG
RECEIVED: 06/05/2003
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ATERFRONT INVESTMENT AND DEVELOPMENT
OFFICE BUILDINGS
PAVING, GRADING, DRAINAGE, WATER AND SEWER
CONSTRUCTION DRAWINGS
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CIVIL ENGINEER
WATERFRONT INVESTMENT AND DEVELOPMENT, L.L.C
10225 ULMERTON ROAD, SUITE 3D
LARGO, FL. 33771
PROFESSIONAL ENGINEERING RESOURCES, INC.
646 94th A VE. NORTH
ST. PETERSBURG. FL. 33702 (727) 576-2007
LEGAL DESCRIPTION
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SURVEYOR
DESCRIPTION (AS FURNISHED):
THA T PART OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST
1/4 OF SECTION 21, TOWNSHIP 29 S, RANGE 15 E, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE NORTH 756.05 FT. OF SAID
WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 AND RUNNING
THENCE SOUTH 0'08'42- WEST, ALONG THE EAST BOUNDARY OF SAID WEST
1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4. 140.0 n: ; THENCE
SOUTH 74'12'09' WEST, 155.86 FT. TO THE NORTHEASTERLY RIGHT-OF-WAY
BOUNDARY OF COUNTY HIGHWAY No. 1 (ALSO HAVING BEEN ORIGIN ALL Y
KNOWN AS STATE ROAD 15),' THENCE NORTH 32'36'18- WEST, ALONG SAID
RIGHT-OF-WAY BOUNDARY, 280.0 FT. : THENCE SOUTH 79'56'18" EAST,
305.90 FT. TO THE POINT OF BEGINNING.
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MICHAEL BAKER ASSOCIATES
220 SOUTH SAFFORD AVE.
TARPON SPRINGS, FLORIDA 34889
(727) 938-2556
INDEX
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LOCATION MAP
1. COVER SHEET
2. EXISTING CONDITION PLAN
3. SITE. SIGNAGE AND STRIPING PLAN
4. PAVING, GRADING AND DRAINAGE PLAN
5. GEOMETRY PLAN
6. DEMOLITION AND TREE REMOVAL PLAN
7. SURVEY
8. WATER AND SANITARY SEWER PLAN
9-14. PAVING, GRADING, AND DRAINAGE DETAILS
15-16. WATER AND SANITARY SEWER DETAILS
17. GENERAL AND CONSTRUCTION NOTES
18. WATER AND SANITARY SEWER NOTES
19. MAINTENANCE TRAFFIC
20-21. LIFT STATION DETAILS
22. LANDSCAPE PLAN
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( PRINT DATE
I SECTION 21 TOWNSHIP 29S RANGE 15E 1
JUN 3 Z003
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CONTRACTOR TO CALL .SUNSHINE" AT 1-800-432-4770,
48 hrs. PRIOR TO ANY CLEARING OR CONSTRUCTION
FOR EXISTING UTIUTY LOCATIONS.
20 10 0 20
15 5
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LEGEND
NO PARKING ON
RIGHT OF WA Y SIGN
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PROPOSED
EXISTING
40
-IJ- - IJATER MAIN -IJ- _
-f- FIRE MAIN -f- _
- - - RECLAIM IJA TER MAIN -1lUH - _.
REDUCER --i>- -
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DOUBLE CHECK ASSEMBLY - - ~.!i- - -
IJATER METER - _ ~~ _ _
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o CLEAN OUT - - ---0
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--- ROOrDRAIN ===
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- - - - - EROSION CONTROL <::J <::J <::J <::J C
OUTrAll STRUCTURE [J
MITERED END SECTION (M.E.S.> c::::I
'1'1 '1'1 '1'1 TOP or BANK .... ..
FENCE OR IJAlL -x - x-
- - - EASEMENT OR SETBACK - - - - - -
-. TRArFIC rlOIJ ARROIJ c:::::>
6. HANDICAP PARKING SPACE @
~ H.P. OR CHANGE IN GRADE N/A
0-- UD - UNDERDRAIN N1A
~ ELEVATION 14" 75
CONTOUR - - 9.0 - -
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GAS MAIN -G - -
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8 := OAK TREE
$ = CAMPHOR TREE
x = TO BE REMOVED
~ J = TO BE BARRICADED
<:> = TO BE RELOCATED
EXIST. SHOULDER UNC
lJ.
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...
NOTE.
1. EXISTING CONDITION INFORMATION TAKEN FROM
MICHAEL BAKER ASSOCIATES BOUNDARY SURVEY
DATED JAN. 9, 2003 F.B. 619 PAGE 9-11.
2. S.R. 595 INFORMATION TAKEN FROM F.D.O.T.
ROAD\JAY PLAN/PROFILE.
EX< TOP OF
,.L I II
" 32.81/32.8 f
r 34.9 35.41
~
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EXIST. SPCED WIT 40
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EXIST. 1ltO STORY
C()NCRETE: BLOCK
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No. 157J
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PROJECT NAME:
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PROJECT NO. DA TE BY
NUMBER
03-1406
SCALE
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REVISIONS
<C 2002 by Professional
Engineering Resources, Inc.
All Rights Reserved
The arrangements depicted
herein are the lole property
of Protelllonal En,lneerin,
Relourcel. Inc. and may not
be reproduced in any form
without its written permission
DRAWING TYPE
PROFESSIONAL ENGINEERING RESOURC S, INC,
646 94th AVE. NORTH ST. PETERSBURG, FL. 33702
CIVIL ENGINEERS, PLANNERS. PERMIT EXPEDlTORS (727) 576-2007
o PREL.IMINARY.
. CONSTRUCilO'~
o RECORD
DESIGNED Y PVS
--
DRAWN BY r SAG
CHECKED "BY PVS
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SHEET
NUMBER
WATERFRONT INVESTMENT
AND DEVCLOPAlCNT, LLC
'0225 UUlCRTON ROAD, SUITC 3D
LARGO. FL. 33771
WA TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
EXISTING CONDITION PLAN
2
AUL . ,v.. 'SHERMA,REG. NO. 35628
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ONe STORY liASONR'Y . FWW/.? ~ ':>v
:5 4.96'
CONTRACTOR TO CALL "SUNSHINE" AT 1-800-432-4770,
48 hrs. PRIOR TO ANY CLEARING OR CON5iRUCTION
FOR EXISTING UTIUTY LOCATIONS.
,/
LEGEND
NO PARKING ON
RIGHT OF WAY SIGN
PROPOSED
EXISTING
10
20
15
o
20
40
~
'WATER MAIN -'W- -
fIRE MAIN -f- -
RECLAIM 'WATER MAIN -RUM - -
REDUCER ~ -
TEMPORARY BLO'WOFF - - - -'- ,- -
fIRE HYDRANT -9-8- -
GATE VALVE (G.V. &. BOX) - - -8- - -
FIRE DEPARTMENT CONNECTION c{
DOUBLE CHECK ASSEMBLY - - ~.;- - -
'WATER METER - - ~~ - -
SANITARY SE'WER LINE = =SS==t:;x=
SANITARY SE'WER FORCEMAIN --SsrM-l>--
SANIT ARY SE'WER MANHOLE C
CLEAN OUT - - --0
STORM DRAIN = = SD = =
ROOF DRAIN ~ ~ ~
GRATE INLET :::-
JUNCTION BOX 0
EROSION CONTROL <::2 <::2 <::2 <::2 c
OUTFALL STRUCWRE C
MITERED END SECTION (H.E.S.) c::I
TOP OF BANK ...... ...
FENCE OR 'WALL -x - x-
EASEMENT OR SETBACK - - - - - -
TRAFFIC FLO'W ARRO'W c=:::;>
HANDICAP PARKING SPACE ~
HoP. OR CHANGE IN GRADE N1A
UNDERDRAIN N/A
ELEVATION 14 )( ~
CONTOUR - - 9.0 - -
GTE - -GTE- -
u.G. ELECTRICAL LINE -P - -
GAS MAIN -G - -
-'W- -
-f- -
-RUM- -
. ..
.... I
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-SSFM......
.
5
GRAPHIC SCALE
NORTH
SITE
DATA
ZONING
= C
o
EXISTING BUILDING'
OFFICE
STORAGE
TOTAL
= 2,259,00 S.F,t
= 4,724.00 SF.t
= 6,983.00 S.F.t
~
.
-----
o
~
~ Of(..~
NO. OF PARKING REQUIRED'
3 SPACES / 1,000 S.F.
6,983 SF. x 3 SPACES / 1,000 S.F.
TOTAL PARKING REQUIRED
11'1 lilt 'I'I
PROPOSED EDGE I
OF PAVEMENT
20.95
21
=
-+
G.
~
0-- UD -
~
=
u~~
SO
NO. OF PARKING SPACES'
STANDARD
HANDICAP
TOTAL
20
1
21
=
=
=
DETENTION POND AREA
TOTAL SITE AREA
0.17 AC.!
0.96 AC,:i:
41,817.60 S,F.:i:
12,088.33 S.F,:i:
100%
=
=
NOTES.
EXISTING
SIDElJALK TO
REMAIN
PAVED AREA
PAVED VEHICLE AREA PERCENTAGE
=
1. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES.
2. SITE ADDRESS.
1573 SOUTH FORT HARRISON
CITY OF CLEAR'WATER, FLORIDA 33756
3. SA'W CUT EXISTING EDGE OF PAVEMENT PRIOR TO CONSTRUCTION
AT DRIVE'WAY.
4. ALL OPEN SPACE TO BE SODDED.
5. DIMENSIONS ALONG CURVES ARE ARC DISTANCES.
6. SIDE 'WALKS TO COMPLY 'WITH THE CITY
CODE, RAMPS AND APPROACHES 10 COMPLY
'WITH FACBC 1997 EDITION.
7. PROPERTY IS LOCATED IN FLOOD ZONE X,
PANEL NO. FIRE MAP II 1250960015D
DATED AUG. 19, 1991
8. HANDICAP PARKING SPACES TO BE STRIPED AS PER
CITY OF CLEAR 'WATER REQUIREMENTS.
9. CROSS-'WALKS TO BE STRIPED AS PER
F.D.O,T. INDEX NO. 17346.
10. SOLID 'WASTE IS TO BE DUMPSTER PICK UP.
11. PARKING SPACES AND INTERNAL DRAINAGE
SYS1EM SHALL BE MAINTAINED BY THE
PROPERTY O'WNER.
12. RAMPS, FLARES, PARKING SPACES, ACCESS AISLES 'WALKS,
ETC, USED FOR HANDICAPPED ACCESSIBILITY ARE TO
COMPL Y 'WITH FLORIDA BUILDING CODE 2001 EDITION,
SA'WCUTTING IS NOT ALLO'WED.
13. STOP SIGN, REFLECTORS TO BE ACCORDING TO
F,D,O.T. SPECIFICATIONS.
14. HANDICAP PARKING AND ACCESS ANGLES SHALL NOT
EXCEED 1.50 (2r.) IN ALL DIRECTIONS.
15. THE MAXIMUM LONGITUDINAL SIDE'WALK SLOPE IS
1'20 (Sr.). IF A SIDE'WALK HAS A LONGITUDINAL SLOPE
GREATER THAN 5r. A RAMP MUST BE UTILIZED.
16. THE MAXIMUM ALLO'WABLE RAMP SLOPE IS 1'12 (8.3r.).
THE MAXIMUM RISE FOR A RAMP IS 30'. THE MAX CLEAR
'WIDTH OF A RAMP IS 36'. ALL LANDINGS ON RAMPS
SHALL BE NOT LESS THAN 60' (5 FT.) AND THE BOTTOM OF
EACH RAMP SHALL HAVE NOT LESS THAN 6' OF STRAIGHT AND
LEVEL CLEARANCE. IF A RAMP CHANGES DIRECTION AT A LANDING,
THE MINIMAL LANDING SIZE IS 5'x5'.
17. ALL SIDE'WALK AND RAMPS SHALL COMPLY 'WITH THE FLORIDA
BUILDING CODE 2001 INCLUDING ALL AMENDMENTS AND REVISIONS.
18. RAMPS AND LANDINGS 'WITH DROP-OFFS SHALL HAVE CURBS, 'WALLS,
RAILINGS, DR PROJECTING SURFACES THAT PREVENT PEOPLE
FROM SLIPPING OFF THE RAMP. CURBS SHALL BE A
MINIMUM OF 2' HIGH.
19. HANDRAILS SHALL BE PROVIDED ON ALL RAMPS AND
SIDE 'WALKS AS REQUIRED BY THE FLORIDA BUILDING CODE
2001 INCLUDING ALL AMENDMENTS AND REVISIONS.
20. ALL SIDE'WALKS SHALL HAVE A EDGE PROTECTION OF
12' FROM THE EDGE OF THE SIDE'WALK.
21. ALL CONSTRUCTION SHALL COMPL Y 'WITH CURRENTLY ADOPTED CODES.
- NATIONAL FIRE PROTECTION ASSOCIATION CODES, LATEST EDITIONS
- STANDARD FIRE PREVENTION CODES 1999
- NFPA 101 LIFE SAFETY CODE 1997
- FLORIDA BUILDING CODE 2001
- NFPA 70 NATIONAL ELECTRICAL CODE 1999
C. FLORIDA STATUTE 633 'WHICH INCLUDES'
- STATE FIRE MARSHAL'S RULES AND REGULATIONS
22. CONTRACTOR TO BE RESPONSIBLE FOR ALL FIRE MAIN CONSTRUCTION,
INSPECTION, AND TESTING IN COMPLIANCE 'WITH)
- NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS
23, ALL ROAD'WAYS AND DRIVES SHALL MEET THE MINIMUM REQUIREMENTS
FOR FIRE ACCESS AS FOLLO'WS)
A. 15' 'WIDE UNOBSTRUCTED 'WIDTH 'W/MIN. 25' INSIDE RADIUS.
B. MINIMUM HEIGHT CLEARANCES SHALL BE 13'6'
C. SURFACES SHALL BE ALL-'WEATHER DRIVING SURFACES
24. ALL UNDERGROUND FIRE LINE PIPING SHALL MEET THE MINIMUM STANDARDS'
A. ALL DUCTILE IRON PIPE SHALL BE MANUFACTURED IN
ACCORDANCE 'WITH A'W'WA STANDARD C-151 MINIMUM CLASS ISO.
B. FOR PVC FIRE MAINS UP TO ANY FIRE DEPARTMENT CONNECTION (FDC),
THE PIPE SHALL BE COLORED BLUE AND MANUFACTURED IN ACCORDANCE 'WITH
A'W'WA C-900 DR-18 CLASS ISO STANDARDS.
C. FOR PVC FIRE MAINS BET 'WEEN ANY FDC AND BUILDING, THE PIPE SHALL BE
COLORED BLUE AND MANUFACTURED IN ACCORDANCE 'WITH A'W'WA C-900 DR-14
CLASS 200 STANDARDS.
25. A PERMIT 'WILL BE OBTAINED BY A STATE CERTIFIED CONTRACTOR 1. II OR V.
26. ALL HYDRANT STEAMER CAPS TO FACE PERPENDICULAR TO ROAD 'WAY.
27. EMERGENCY VEHICLE ACCESS 'WILL BE PROVIDED
THROUGHOUT THE CONSTRUCTION PHASE.
28. DEVELOPMENT SHALL COMPLY 'WITH ALL CITY Of CLEAR'WATER
REQUIREMENTS.
29. THIS PROJECT SHALL COMPLY 'WITH ALL FEDERAL STATE AND LOCAL
REGULATIONS FOR BUILDINGS, STRUCTURES AND OTHER AMENITIES
TO PROVIDE HANDICAPPED ACCESSIBILITY ON-SITE,
30. THIS PROJECT SHALL COMPLY 'WITH ALL CURRENTLY ADOPTED
BUILDING AND FIRE CODES.
31. PARCEL NO. = 152921000004402000
32. O'WNER TO PAY FOR CONCRETE SIDE'WALK ALONG
SOUTH FORT HARRISON AVE. INSTEAD OF CONSTRUCTING SIDE'WALK.
33. THERE ARE NO EXISTING UTILITY EASEMENT AND PUBLIC OR PRIVATE
EASEMENTS ON THE SITE AS PER THE MICHAEL BAKER SURVEY.
I
I
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a I a 'lfXI TOP OF ... :::::::~- JI.ll PROPOSED LIGHT (MAX. HEIGHT = 15') I
-=-- _~ I5.~,~ I / ::::::: .::::::: .::::::: LSI CITATION CT2H-3-100-MH-MT (SINGLD
--==/ i ~ 1,~ .. I L---JL---~ ~~"" ~
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I~ J- J I .::0 RIM iL - J5.P.5
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I ~~ ~ I I.~, I
3GlJ PROPOSED INTERIOR
_ a-~ _; I, ~. ~ 1:11 ! II.~ N LANDSCAPE ISLAND (TYP)
~~ -'iI' 1~~. I PROPOSED 6'
/ / v J:l VERTICAL CURB
CD ~ / j r------- ~ U ; /Ii} (TVP' <SEE DETAIl)
___ / I /~ ___t ~laM-' PROPOSED STANDARD
___ '- 'I--- ,- 9'x19' PARKING
~ c.-- -, ) SPACE (TYP)
r~- // h~tl [ "t~~ 1- ~~~,;=.-
i~~:<~~>:' 17/~ _..,J
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,1. .: -- 'II~ ~ EDST.
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~ I~ I~ "- LSI CITATION CT2H-3-100-MH-MT (DOUBLE> (TYP)
I ~ !+l
~ I J
/)
..
I
I
I ~
=
EXISTING DRIVElJ A Y
TO BE CLOSED
0.51 AC.!
0.96 AC,:i:
IMPERMEABLE SURF ACE RATIO = <ISR)
0.53
=
I PROPOSED EDGE
OF PAVEMENT
CONCRETE SIDElJALK TO BE
C CONSTRUCTED BY F,MT
1
DRAINAGE SlJALE BEING
CONSTRUCTED BY F,D.O,T.
6,983.00 S.F.:i:
41,817.60 S.F.!
FLOOR AREA RATIO (FAR)
0.167
=
=
DRY DETENTION
POND NO, B
)
NUMBER Dr EXISTING DlJELLING UNITS =
NUMBER OF PROPOSED DlJELLING UNITS =
o
o
RET AINING lJ ALL lJITH HANDRAIL
BEING CONSTRUCTED BY F,D.O.T.
/'
PROPOSED TOP OF
BANK (TYP)
PROPOSED CONCRETE
FLUME
~
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PROPOSED DUMPSTER
lJITH ENCLOSURE
TO MATCH BLDG
AND MATERIAL (SEE DETAIL)
Ii
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,'''...;:./. ~u"..;
.. "
0~
~
12'
I PROPOSED DOOR
LOCA TION
..:>
~ /// ~ 0-
I I. /,
-~>;~f
\
1
PROPOSED HANDICAP
SIGN (SEE DETAIU
..
\
\
\'.
~
.~.
t
-u
~
PROPOSED HANDICAP
PARKING SPACE lJITH
SIGNING AND STRIPING
.f
~
~
1
~ I I
IJ
1\ \ \ \
'1'1
'111/
'1'1
,..--
,..--
PROPOSED 4' CONCRETE
SIDElJALK <TYP)
-:::
-
~ L'
a-
'0'
~
~
U tr
EXIST. /S' lItIaO FFNa 1/
l'>
~
.....l
~
,
~
.....
/'
DRY DETENTION
POND NO. A
/'
I",
/'
I,
--/ '---=
-~~7
) PROPOSED TOP OF
BANK nyp)
$1
a/
~
I
1111
PROPUm' LINE--.
3.--
,
f BOUNDARY, W 1/2. S€ 1/4 , S€ 1/4, SECTION 21
- -
-
~-
~~
~
MST BOUNDA/r( OF PlAT BOOK 122, PACES I I . 12
i
, ~
-
-
I /
-
--
==
---
---
/
~ /
\\ .
11/
S 00.OB'42"W (D&M) 140.00'
TOP OF BAN/(
fNCORC SENIOR LMNC /II LLC.
O.7'x2.5' SKIMMER
TOP EL - 42.6J8
8OTTOIof EL - 40.18
11
II
II
II
2.2' WIDE x 2' DEEP SLOT
ELEV - 40.51
I
CONe. BLOCK WALL
PlAT BOOK 122, PAGES I I . 12
DESIG.NE:O.,BY PVS
DR/tWN- BY . SAG
CHf:Ct<ED BY PVS
tfJAoTE ~~ 4~-30-03
,"
APj>1j6VE:b .:. .i:Z /" /
/' ~. &;/~ ._--~//'4I'/.JJ
(P'AUL V. SHiRMA.R~G. ~o. .3562B
: "'....
PROJECT
NUMBER
03-1406
SCALE
SHEET
NUMBER
OWNER:
C 2002 by Professional
Engineering Resources, Inc.
All Rights Reserved
The arrangements depicted
herein are the sole property
of Professional Engineering
Resources, Inc. and may not
be reproduced in any form
without its written permission
SEC.~ TWP. 29S RNG. 15E
PROJECT NAME:
NO. DA TE BY
REVISIONS
DRAWING TYPE
WATERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
SITE. SIGNAGE AND STRIPING PLAN
WATERFRONT INVESTMENT
AND DCVELOPMCNT, LLC
1022S UUlCRTON ROAD, SUITC 3D
LARGO. FL. 33771
o PRELIMINARY
. CONSTRUCTION
o RECORD
3
PROFESSIONAL ENGINEERING RESOURCES, INC.
646 94th AVE. NORTH ST. PETERSBURG, FL. 33702
CIVIL ENGINEERS. PLANNERS. PERMIT EXPEDITORS (727) 576-2007
1'=20'
SAG
ADDED LIGHT POLES AS PER O'WNER'S REQUEST.
6-2-03
'. ,....
PROPOSED 12 LF 4'
PERFORATED
PIPE <PVC SCH 40)
<SEE DETAIL>
PROPOSED 12 LF 4'
NON-PERFORATED
PIPE <PVC SCH 40)
(SEE DETAIL>
/ IX CONTRACTOR TO CALL "SUNSHINE" AT 1-800-432-4770,
/ ~ 48 hrs. PRIOR TO ANY CLEARING OR CON~UCTION
/ FOR EXISTING UTIIlTY WCATIONS.
~~c ~ 20 10 0 20 40
/ ( 15 5
~ NORTH GRAPHIC SCALE
x
~
-\1-
-f-
-RUM-
.
+~
.
t(
~
18I
_ SS-....
-SSfM....
.
PROPOSED EROSION
CONTROL <TYP)
<SEE DETAIL>
NO PARKING ON
RIGHT OF WAY SIGN
PROPOSED
EXISTING
1. SEE CONSTRUCTION NOTES FOR ADDITIONAL NOTES.
2. INST ALLA TION OF NDS 1215 INLETS AND PVC PIPING
TO BE INSTALLED AFTER BUILDINGS ARE CONSTRUCTED
AND HEAVY EQUIPMENT IS NO LONGER NEEDED ON THE
SITE. THE NDS 1215 INLETS ARE NOT DESIGNED FOR
HEAVY EQUIPMENT LOADS,
3. ALL PAVEMENT MARKINGS, EXCEPT PARKING STALLS,
SHALL BE 'ALKYD' THERMOPLASTICS 90 MIL. IN
THICKNESS. ALL STOP BARS, PAVEMENT MARKINGS,
ARROVS, PARKING STALLS ARE TO BE VHITE. ALL
HANDICAP PARKING SPACES SHALL BE MARKED
ACCORDING TO CITY OF ST. PETERSBURG REQUIREMENTS.
4. ALL SIDEVALKS SHALL HAVE A EDGE PROTECTION OF
12' FROM THE EDGE OF THE SIDEVALK.
5. CONTRACTOR TO NOTIFY CITY OF
CLEARVATER, F,D,O,T. AND PROFESSIONAL ENGINEERING
RESOURCES, INC. 4B HOURS IN ADVANCE OF
INSTALLATION OF TRAFFIC CONTROL DEVICES ON SOUTH FORT
HARRISON AVE. TRAFFIC CONTROL DEVICES TO BE INSTALLED AND
INSPECTED BY PROFESSIONAL ENGINEERING
RESOURCES, INC. PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
6. ALL NDS INLETS ARE TO BE NDS 1215.
7. ALL ISLANDS AND OPEN AREA AROUND BLDGS ARE TO BE
FILLED AND GRADED SO AS TO BE POSITIVE
DRAINAGE FOR SURFACE VATER RUNOFF.
B. ALL M.E.S. TO HAVE TOE VALL AS PER
F.D.O.T. INDEX NO. 270.
9. ALL HANDICAP RAMPS ARE TO BE EMBOSSED PER
F.D.O.T. INDEX NO, 304, PAGE 1. SAV CUTTING
GROOVES IS NOT ALLoVED.
10. ALL DRAINAGE STRUCTURES, I,e. PIPES, INLETS, MANHOLES ETC.
MUST MEET F,D.o.T. SPECIFICATIONS.
11. CONTRACTOR TO MAINTAIN DETENTION POND
UNTIL ACCEPTED BY oVNER AND ENGINEER
OF RECORD,
12. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC ALONG SOUTH
FORT HARRISON AVE AS PER F.D.O.T. INDEX <SEE DETAIL>.
13. ALL ISLANDS TO BE FILLED TO EDGE
OF PAVEMENT UNLESS OTHERVISE NOTED.
14. CONTRACTOR TO PAY FOR SIDEVALK VITHIN
SOUTH FORT HARRISON AVE
15, CONTRACTOR TO REMOVE EROSION CONTROL
UPON COMPLETION OF PROJECT AS DIRECTED
BY ENGINEER OF RECORD.
16. CONTRACTOR TO PROVIDE F.D.o.T. TYPE
'P' DR 'J' STRUCTURE BOTTOM FOR ALL DRAINAGE
INLETS TO ACCOMMODATE STORM DRAINAGE PIPE.
17. HANDICAP PARKING AND ACCESS ANGLES SHALL NOT
EXCEED 1'50 <2%) IN ALL DIRECTIONS.
lB. THE MAXIMUM LONGITUDINAL SIDEVALK SLOPE IS
1'20 (5%). IF A SIDEVALK HAS A LONGITUDINAL SLOPE
GREA TER THAN 5% A RAMP MUST BE UTILIZED.
19. THE MAXIMUM ALLoVABLE RAMP SLOPE IS 1.12 (8.3%).
THE MAXIMUM RISE FOR A RAMP IS 30'. THE MAX CLEAR
VIDTH OF A RAMP IS 36'. ALL LANDINGS ON RAMPS
SHALL BE NOT LESS THAN 60' (5 FT.) AND THE BOTTOM OF
EACH RAMP SHALL HAVE NOT LESS THAN 6' OF STRAIGHT AND
LEVEL CLEARANCE. IF A RAMP CHANGES DIRECTION AT A
LANDING, THE MINIMAL LANDING SIZE IS 5'x5'.
20. ALL SIDEVALK AND RAMPS SHALL COMPLY VITH THE FLORIDA
BUILDING CODE 2001 INCLUDING ALL AMENDMENTS AND REVISIONS.
21. RAMPS AND LANDINGS VITH DROP-OFFS SHALL HAVE CURBS,
VALLS, RAILINGS, OR PROJECTING SURFACES THAT
PREVENT PEOPLE FROM SLIPPING OFF THE RAMP. CURBS
SHALL BE A MINIMUM OF 2' HIGH.
22. HANDRAILS SHALL BE PROVIDED ON ALL RAMPS AND
SIDEVALKS AS REQUIRED BY THE FLORIDA BUILDING CODE
2001 INCLUDING ALL AMENDMENTS AND REVISIONS.
23. CONTRACTOR TO PROVIDE MAINTENANCE OF
TRAFFIC AS PER F.D.o.T. INDEX NO. 604.
PROPOSED UNDERDRAIN
CLEANOUT
(SEE DETAIL>
EXISTING
SIDEVALK TO
REMAIN
t\Ut,
~'-1~
~\sot\ /<>~
,1"~ c:..9" /i /-'/--'/- ./
{",r :J ~~~) /.'.-';/ / /
tI( 0 o~ /'. .../ 'i / ~
00 \ ~. G'0;'. /'/ 'i ~
~ ,l' S00o'~ /)/-'/--'/- ./ ~ ./)V
./. .' /' // ./ "- /'
/5// 'isO./ /./^ ~v
/ . / / /""/
/'.;/" ~ / / /
<> ./ -'/--'/- ././ -<()/
,~y //0 /
/ / /
0/
/
('3520
Vi
:;160
PROPOSED TOP ioF
BANK EL. == 36,no
CONTRACTOR TO FILL AND GRADE
FROM EDGE OF PAVEMENT TO
RETAINING VALL.
~
.
- - -
0
eJ
'1'1 '1'1 '1'1
EXIST. 6' ItlXJD ffNC~
AROUND WA rE:R SOFTViER
-+
6-
~
<>-- UD -
~
u~~
SO
CONTRACTOR TO FILL AND
GRADE FROM POND BANK
TO EXISTING DITCH TOP OF
BANK AND ELEVATION AT PROPERTY LINE.
PROPOSED OUTFALL
STRUCTURE 'B'
(SEE DETAIl)
/
.../
//:/ ~
//>/ ~ /
/. ....../ ./ ~ / /'\.
./.// '" "-
'./ / / / /
.//././-'/- ./ V./
/.-.-.-;;./ /,/' / ^
..../ sO/ / / /
// ~ /
/..../ 'i / /0 /
/>~-'/- ~,>Y
./;:./././ ./---<../
~ ././;:;::~;~~07 /
c> -L- /'/ 'i //~/
O-Z- /. /' ~ / <>
c:::.. ~ ~- "" 1<'/./ -'/- -'/-././ ././-<;
~ <:) } / I /~ / ^~
I'DOUBLE mLOW ./ /\ / I / / /,(' ""/
24;:'s;;.~ ./ ~...~sO/ / / Y
on: IMRISCNAV." .?>/ /.<" /'
""" """'] -'/-./ ----<' ---L<'-:> / MOC .... (m>J
. .' ~ .
.~.-C~~
..-...;.-- / sO/
'//J
,~/ / /' J
,>0/ / ./"
/ //
//
/
NOTES-
SA'vI CUT EXISTING EDGE OF
PAVEMENT PRIOR TO
CONSTRUCTION OF DRIVEVAY,
PROPOSED 16 LF
12' PVC @ 3.13::1.
PROPOSED CONCRETE COLLAR
INV. == 30,50
VITH SAND CEMENT RIP-RAP
(SEE DETAIL> SHEET 14
EXIST. SHOUI.JJER UNE
PROPOSED EROSION
CONTROL <TYP)
(SEE DET AIL)
PROPOSED BOTTOM
OF POND EL. == 32,00
/
EXIST. otnrAU STRUCTURE:
s.NOP CL - ;U.97
'S~ lIoN - JO.66
~IST. "ES/fl.U"~
-..lIoN - 3 1.77
-.... -....
-.... ........
-......: ........
-......: -....
-.... -....
-.... -....
-.... -....
4s,--......:........
. ~...-:--:. ........
~......... .::::::- :-r-, EXIST. STORII w.NHOLE
--V RI/II CL - J!l.Il'
S lIoN - 32."
.& II~ ~
: II ~ I
f /lR ~
/1M S
PROPOSED CONCRETE COLLAR
INV. == 30.3
VITH SAND CEMENT RIP-RAP
<SEE DETAIL> SHEET 14
/
/
/
EXIST. GRATf: INLU
D</ST, SPa]) WIT 4()
SIGN R2-1
"x
-t.
EXISTING ASPHALT PAVO/fNT
\~
~\I
't;>
x
~
/
PROPOSED BUILDING STORM ~
GUTTER SYSTEM TO DISCHARGE ~
TO DETENTION POND 'A' " .19 /'\ ~~
/
EXIST. otnrAU STRUCTU~
TOP CL - J!l.~
SE lIoN - :J.2./JO
".Jl
.,1
I~~I j>-1
~:. r r .,,,.
/
N IN IN
i I ~ I~
~ ~ ~
'__J If
f"rr ur
't;>
x
"i>
./
PROPOSED EROSION
CONTROL <TYP)
<SEE DETAIL>
~~~~/
CONTRACTOR TO FILL AND GRADE
FROM POND TOP OF BANK
TO EXISTING DITCH TOP OF BANK
PROPOSED B LF 4'
NON-PERFORATED
PIPE (PVC SCH 40)
(SEE DETAIL>
~ BOUNDARY. W 1/2. SE 1/4 . SE 1/4. SECTION 2'
- -
/
./ ~\'P
x
DRY DETENTION
POND NO. A 9
'fi.
x
PROPOSED CONCRETE COLLAR
INV. == 35.00
VITH SAND CEMENT RIP-RAP
(SEE DETAIL> SHEET 14
40 xS
PROPERTY UN~
-
--
wesT BOUNDARY OF Pt.A T BOOK 122. PAGES 1 1 4: 12
c:===~-
~ - - ~.-
~ ""cr
PROPOSED TOP OF
BANK EL. == 39,05
PROPOSED 14 LF
12' PVC @ 3.57%
~
~ql~
rl PROPOSED BOTTOM
OJ OF POND EL. ==
a I 35,50
~
I
PROPOSED EROSION
CONTROL <TYP)
<SEE DETAIL>
...
~~
TOP OF IWiK
ENCORE SENIOR LMNG 1M LLC.
--
--
~ / I
\\ .
""~Jl~;' -"'. 'oJ.
~
...~
CCNC. BLOCK WAU
Pt.AT BOOK 122. PACfS 1 r ... 12
CONTRACTOR TO GRADE
FROM POND TOP OF BANK
TO EXISTING BUILDING
PROPOSED OUTFALL
STRUCTURE 'A'
<SEE DETAIL)
PROPOSED 12 LF 4'
PERFORATED
UNDER DRAIN
(SEE DETAIL>
:J8 x ':I
PROPOSED STORM GUTTER
STORM DRAINAGE PIPE. TO
BE SIZED BY ARCHITECT.
OWNER:
PROJECT
NUMB.ER
03-1406
SCALE
1'=20'
o PRELIMINARY
. CONSTRUCTION
o RECORD
LEGEND
IJATER MAIN -\1- -
fiRE MAIN -r- -
RECLAIM IJATER MAIN -RUl- -
REDUCER --{>- -
TEMPORARY BLOIJOFF - - - -'-1- -
FIRE HYDRANT -<:>-8- -
GATE VALVE (G.v. .. BOX) - - -g- - -
FIRE DEPARTMENT CONNECTION 0::
DOUBLE CHECK ASSEMBL Y - - ~.!i- - -
IJATER METER - - ~~ - -
SAN IT ARY SEIJER LINE = = ss =f;x=
SANITARY SEIJER FDRCEMAIN ---SSfPl-[>--
SANITARY SEIJER MANHOLE t~
CLEAN OUT - - ---0
STORM DRAIN = = SD = =
ROOF DRAIN = = =
GRATE INLET :::.-
JUNCTION BOX 0
EROSION CONTROL c c c c c
OUTFALL STRUCTURE CJ
MITERED END SECTION (M.E.S.> c:II
10P OF BANK . T T
FENCE OR IJALL -x - x-
EASEMENT OR SETBACK - - - - - -
TRAFFIC FLOIJ ARROIJ c:=:C>
HANDICAP PARKING SPACE @
H.P. OR CHANGE IN GRADE N/A
UNDERDRAIN N/A
ELEVATION 14 x 7:5
CONTOUR - 9.0 - -
GTE - -GTE- -
U.G. ELECTRICAL LINE -P-
GAS MAIN -G - -
C 2002 by Professional
Engineering Resources, Inc.
All Rights Reserved
The arrangements depicted
herein are the sole property
of Professional Engineering
Resources, Inc. and may not
be reproduced in any form
without its written permission
DES/GNfp,. BY pvs
.ORA.W~ BY. SAG
.cHtCKEOFjYPVS
, DAlE --, 4--.30-0.3
{
j AR VED'/) /1 A /
, ., r .// · ,/,.,
'/ )' / /7/f . (-'~./ ..'-- ~ / 2..--. ,.. 6 ~
, -~~/..../,." / { :..->
AU"," V:'SHER~A.REG. NO. 35628
I .. .' -
SEC. 21 TWP. 29S RNG. 1SE
PROJECT NAME:
NO. DA TE BY
REVISIONS
DRAWING TYPE
WATERFRONT INVESTMENT
AND DCVELOPMENT, LLC
10225 UUlERTON ROAD, SUITE 3D
LARGO. FL. 33771
WA TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
PA VING, GRADING AND DRAINAGE PLAN
.. ~.~ ~~
.......
PROFESSIONAL ENGINEERING RESOURCES, INC.
646 94th AVE. NORTH ST. PETERSBURG, FL. 33'702
CIVIL ENGINEERS. PLANNERS, PERMIT EXPEDITORS (727) 576-2007
SHEET
NUMBER
4
~~~fP ~
~~tt?~tt?1"~ ;/ /'
~tt?tt?~tt?tt?~ :> ./
t?. b?ff$\~\ ./
EXISTING DRIVEW'A Y
TO BE REMOVED --<
...... :;>~.-/ /'/,.Y \~\
~\u<i, /<//' ~':,>->?;V ~ /\ \
('..\~ /.....;/;/;/ ~
I>-~ to- /<></'i /' ~/'
SO~ //C<;'i~/,~/,y /
00\ G..///'/':/ /' --< ~
""~9:J ~. ;/;/ ;/ (>, /'
~r 'j ~~~I /1>/'i /' /' ~ /'/' /
o O~ /..,/ 'i ;/ V
c... . ~ ~\G0~ ....1../ ;/ / 'i / O~
:J ,00 ./../ /. /. /. /.
~ /. /. /. /. /.
/....../:/ /. ~ /.
<... ;/ 'i /. ~ /.
/.'./ 'i /. /.0
/'.'./ 'i /. /. /.
/. './ 'i /. /""-/
./' /'./ 'i /. V ;/
/..... ~? ;/ ~~ ;/
.. '../ /. /' /. / ;/
/(> /'/' /' (>/'
/<>/ 'i'i '" /' ~
'j/' /. ./ /. /.
/. /././.O/.
~"//././.-<"
/;;/ /. / /. ^ Y
..../ /.9J/. /. /. /
/. /' /. /. /. ^ /. /
/. .1:./ /. /. y/
,/ ;/ /.'i ~~
/....(// ~ /' /' /':> /'
/if /'.;'/' /'/' /' (> ",/
.<,,/,/ /. /. /. /.~
o 0 /(/' 'i/'/'/' ~/'
o :z ,/,,/ 'i;/ 0
~?b \-~/!;~'i:/'6~/'~
~ V~ ..../.. 'i;/ "-
,. CJOIJBt.E m.LOW . '.' .'. / -<" """
24. WHfTC STOP /JAR ;/ v.~ j/:9J;/ ;/ /. Y
7T.~.AV.. ~;/ ;/ / /'
srop ... "] 'i /' ---/ -L<'-:> /MDC ,.", (nP)
. .' 'i .
'--'-8' ;/
~"".""""~ /.
. ;.;-- . ./
.. .. ..;...:- . <jJ
;/'iJ
~y ~ /.~
/. ;/j
;//
;/
/ CONTRACTOR TO CALL "SUNSHINE" AT 1-800-432-4770,
/ 48 hrs. PRIOR TO ANY CLEARING OR CONSTRUCTION
/
/ FOR EXISTING UTIUTY LOCATIONS.
/ ~ 20 10 0 20 40
/ I 15 5
NORTH GRAPHIC SCALE
NO PARKJNC ON
RIGHT OF WAY SIGN
PROPOSED
-1,/-
-F"-
-RUM-
.
+QlI
.
e::
~
181
_ ss-'"
-SSF"M+-
.
lID
.
o
eJ
u~~
SO
~of(..~
EXIST. 6' lK10D FCNCE
AROUNO III'AIE"R SOFTENeR
-+
6-
f\..rvVV'
~UD-
~
'I" 'I" '1'1
PROPOSED EROSION
CONTROL <TYP)
EXISTING
I ' .
, .
/
C1
8")
;/
EXISTING TREE
TO BE BARRICADED
~ = PALM TREE
8 = OAK TREE
$ = CAMPHOR TREE
EXIST. SHOULDER UNC
/:",))'111 :1
..-/
NOTE.
PROPOSED EROSION
CONTROL <TYP)
~
~
---
LEGEND
EXISTING
o
'JATER MAIN -1,/- -
FIRE MAIN -F"- -
RECLAIM 'JATER MAIN -RUM- -
REDUCER --t>-- -
TEMPORARY BLO'JOFF - - - -'-1- -
FIRE HYDRANT -<:>-8- -
GATE VALVE (G.V. " BOX) - - -8- - -
FIRE DEPARTMENT CONNECTION c{
DOUBLE CHECK ASSEMBLY - - ~.!i- - -
'JATER METER - - ~~ - -
SANITARY SE'JER LINE = =SS~
SANITARY SE'JER FORCEMAIN --SSF"M-(:>--
SANITARY SE'JER MANHOLE t)
CLEAN OUT - - ---0
STORM DRAIN = = SD = =
ROOF DRAIN ~ ~ ~
GRATE: INLET ~~
JUNCTION BOX 0
EROSION CONTROL = c:> = = c
OUTFALL STRUCTURE CJ
MITERED END SECTION (M.E.S.) c:I
TOP OF BANK ~ ~ ~
FENCE DR 'JALL -x - x-
EASEMENT OR SETBACK - - - - - -
TRAFFIC FLO'J ARRO'J c:::::C>
HANDICAP PARKING SPACE @
H.P. DR CHANGE IN GRADE N1A
UNDERDRAIN N/A
ELEVATION 14 )( 7:5
CONTOUR - 9.0 - -
GTE - -GTE- -
U.G. ELECTRICAL LINE -P-
GAS MAIN -G - -
TREE LEGEND
x = TO BE REMOVED
r,
L..J
= TO BE BARRICADED
<:> = TO BE RELOCATED
..-/
1. EXISTING CONDITION INFORMATION TAKEN FROM
MICHAEL BAKER ASSOCIATES BOUNDARY SURVEY
DA TED JAN. 9, 2003 F.B. 619 PAGE 9-11.
2. S.R. 595 INFORMATION TAKEN FROM F.D.O.T.
ROADW'AY PLAN/PROFILE.
I. SOILS 'JITHIN AREAS CLEARED FOR CONSTRUCTION MUST BE STABILIZED
BY PERIODIC 'JATERING DURING CONSTRUCTION.
2. CONTRACTOR TO MINIMIZE EROSION. ALL SEDIMENT MUST BE RETAINED
ON THE SITE.
3. CONTRAC10R TO REVEGETATE AND/OR PROVIDE MULCH OF CLEARED AREAS
IMMEDIA TEL Y AFTER THE AREA IS CLEARED TO STABILIZE THE AREAS.
4. EXISTING NATURAL PLANT COMMUNITY SHALL REMAIN
UNDISTURBED 'JHERE INDICATED.
5. BRANCH PRUNING' ALL STRUCTURAL AND ELEVATION PRUNING MUST BE PERFORMED PRIOR TO CLEARING BY A
LICENSED CERTIFIED ARBORHIST ACCORDING TO ANSI 300 PRUNING STANDARDS. ANY TREE THAT HAS BEEN
IMPROPERLY PRUNED SHALL NOT BE RECOGNIZED AS A TREE LEFT ON THE PROPERTY IN A HEALTHY GRO~ING
CONDITION AND, CONSEQUENTLY, CANNOT BE USED TO MEET TREE BUFFER REQUIREMENTS.
6. PROTECTIVE BARRICADES SHALL REMAIN IN PLACE UNTIL
LAND ALTERATION AND CONSTRUCTION ACTIVITIES
ARE COMPLETED.
7, DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES,
IT SHALL BE UNLA'JFUL TO REMOVE VEGETATION BY
GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS,
SOL VENTS, CONSTRUCTION MATERIAL, MACHINERY, OR
OTHER EQUIPMENT OF ANY KIND 'JITHIN THE DRIPLlNE
OF A TREE TO REMAIN ON THE SITE UNLESS OTHER'JISE
APPROVED BY THE CITY OF LARGO.
8, ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY
THE PROVISIONS OF THE LAND DEVELOPMENT CODE
SHALL BE PRUNED IN ACCORDANCE 'JITH THE NATIONAL
ARBORIST ASSOCIATION (NAA) PRUNING STANDARDS,
9. CONTRACTOR TO CONTACT UTILITY COMPANIES TO
LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION
AND DEMOLITION.
10. ALL OPEN SPACE AREAS NOT DISTURBED ARE TO BE SODDED.
11, CONTRACTOR TO COORDINATE 'JITH UTILITY COMPANIES ON TURNING
OFF, DISCONNECTING OR REMOVING EXISTING UTILITIES PRIOR
TO COMMENCEMENT OF CONSTRUCTION.
12. ALL AREAS ON THE SITE OUTSIDE TREE BARRICADES ARE TO BE
CLEARED AND GRUBBED.
13. ALL UTILITY LOCATIONS SHD'JN ARE APPROXIMATE, CON1RACTOR TO VERIFY ALL
LOCA TIONS BEFORE BEGINNING 'JORK.
14. THE LOCATION OF ALL EXISTING UTILITIES SHO'JN ON THE PLANS HAVE BEEN
DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR ACCURACY. PRIOR TO START OF ANY CONSTRUCTION ACTIVITY,
IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY
RELOCATIONS OF THESE UTILITIES 'JITH THE O'JNER OF THE UTILITY. THE
CONTRACTOR/SUBCONTRACTOR SHALL EXERCISE CAUTION 'JHEN CROSSING AN
UNDERGROUND UTILITY, 'JHETHER SHO'JN ON THE PLANS DR LOCATED BY THE UTILITY
COMPANY. ALL UTILITIES 'JHICH INTERFACE 'JITH THE PROPOSED CONSTRUCTION
SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE
CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE 'JITH THE UTILITY COMPANIES
DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE
CON1RACTOR/SUBCONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL
BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION 'JILL BE ALLO'JED.
15. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY
ALL GAS UTILITIES A MINIMUM OF T'JO 'JORKING DAYS PRIOR TO EXCAVATING, MAPS
SHO'J ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHO'J SERVICE
LINES. THE ONLY SAFE AND PROPER 'JAY TO LOCATE EITHER MAINS DR SERVICES
LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL.
THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS
COMPANY T'JO 'JORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA.
16. ROOT PRUNINGI BEFORE GRADING, PAD PREPARATION, OR EXCAVATION
FOR PARKING AREA, CURBS, SIDE'JALKS DR DRIVE 'JAYS, THE ROOTS OF IMPACTED TREES
MUST BE PRUNED 'JITH APPROVED EQUIPMENT ONE FOOT OUTSIDE OF BARRIERS
<OR AS DETERMINED BY THE DCD>. ALL ROOT PRUNING SHALL BE CONDUCTED BY A
LICENSED CERTIFIED ARBORHIST, AND MAY REQUIRE THE CITY'S ARBORIST TO BE PRESENT
DURING THIS PROCEDURE, AS DETERMINED BY THE DCO.
A. A DETAILED REPORT OUTLINING THE REQUIRED ROOT PRUNING PROCEDURES SHALL BE
PREPARED BY A LICENSED, CERTIFIED, DR CONSULTING ARBORHIST PRIOR TO ISSUANCE OF
ANY CLEARING DR DEMOLITION PERMI1, 'JHEN APPLICABLE.
B. ALL DAMAGED ROOTS ARE TO BE EXPOSED TO SOUND TISSUE AND SEVERED CLEANLY.
ROOTS SHALL BE PRUNED TO A DEPTH OF 18 INCHES BELO'J GRADE DR TO A DEPTH
Of DISTURBANCE IF LESS THAN 18 INCHES FROM EXISTING GRADE.
C. PROPHYLACTIC TREATMENTS, SUCH AS THE APPLICATION OF FUNGICIDES INTO THE PRUNING TRENCH,
'JILL BE REQUIRED TO ENSURE THE LEAST AMOUNT OF DAMAGE TO PRUNED ROOTS.
D. AFTER COMPLETION OF ROOT PRUNING, ALL BARRIERS ARE TO BE REINSTALLED, AND THE AREA INSIDE
THE BARRIER IS TO RECEIVE CORE AERATION.
E, ADEQUA1E 'JATER MUST BE SUPPLIED TO ROOT PRUNED TREES TO AIDE IN ROOT REGENERATION AND
DECREASE STRESS,
./"
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EXIST. OUTrALL STRUCTURE
TOP EL - .14.97
SC IW - 30.86
EXIST. lIlES/flUMe
-...JI'N - :S,. 77
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'-' RIM EL - ~.93
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....----
EXISTING SHELL AND DIRT
ROADW'AY TO BE REMOVED
/
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DEMOLITION
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APPROXIWlTE: LOCATION OF
EX/STINC 6. Plot; WAIE"RWoIN
EXIST. INLET TOP EL - 42.01
ItfJR E1.. - 40.:J6 (0.6!J'xO.8')
ItoN - :S9.54
EXISTING SEPTIC TANK
TO BE REMOVED
EXISTING TREE
TO BE BARRICADED
\ I
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EXIST7NG ASPHALT PAV6tO/T
E:xIST. TItO STORY
CONCReTE: BLOCK
BUILDING
No. 157:S
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EXISTING CONCRETE
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TOP E1.. - 35.56
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PROPOSED EROSION
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~.....-
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8 ~~
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140.00'
o
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11/
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ELEV - 40.51
I
WEST BOUNONn' OF PIA T BOOK , 22, PAGES 1 1 .. 12
80 05"
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S 00'08'42"W (D&M)
TOP OF BANK
PROPOSED EROSION
CONTROL <TYP)
ENCORE SENIOR LMNG III LLC. OJ'x2.S' SKIMMER
TOP EL - 42.638
PlAT BOOK 122, AAGES " .. 12 BOTTOM EL - 40.18
CONe. BLOCK WALL
11
II
II
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OWNER:
PROJECT
NUMBER
03-1406
SCALE
.
SEC.~ TWP. 295
DRAWING TYPE
DESiGNED' SY
L?R~~t". ax,
CHE:CKED BY
.;. DATE
<0 2002 by Professional
Engineering Resources, Inc.
All Rights Reserved
The arrangements depicted
herein are the sole property
of Professional Engineering
Resources, Inc. and may not
be reproduced in any form
without its written permission
RNG. 1SE
PROJECT NAME:
NO. DA TE BY
REVISIONS
WATCRFRONT INVCSTMCNT
AND DEVCLOPMCNT, LLC
10225 UUelCRTON ROAD, SUITC 3D
LARGO, FL. 33771
WA TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
DEMOLITION AND TREE REMOVAL PLAN
1 '=20'
o
PRELIMINARY
CONSTRUCTION ,.
o RECORD
NOTES:
PVS
SAG
pvs
4-;.30-0.3
SHEET
NUMBER
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AUk '\7~ 'Sf.1ERMA,REG. NO. .35628
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6
PROFESSIONAL ENGINEERING RESOURCES, INC.
646 94th AVE. NORTH ST. PETERSBURG, FL. 33702
CML ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007
"'\ ~ ...." .. "...........' .........
BOUNDARY SURVEY
No_ 1573 SOUTH FORT HARRISON A VENUE
CITY OF CLEARWA TER
PINELLAS COUNTY, FLORIDA
tJOTES,'
- Ti-IIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A COMPLET[
AND uP- TO-DA T[ TiTL[ REPORT. EASEMENTS AND OTHER ENCUMBRANC[S
MA Y [XIST OTH[R THAN AS SHOWN H[REON.
- THIS PARCEL APP[ARS TO LI[ IN ~LOOD ZONE "X" PER FLOOD INSURANCE
RI< TE MAP. COMMUNITY PANEL No. 125096 0015 D. MAP REVISED AUGUST
< 9. 1991. NA TIONAL FLOOD INSURANCE PROGRAM. FTD[RAL [/v1[RGErvCY
MMI/AGEMErvT AGENCY
~[L[VAT:O', O~ BL/LD/'VG'SROOF = 61 7:1:
-BEARINGS AR[ R[F[RENC[D TO TH['VORTH[ASTERL '( RiGHT -Or:- - WI, y ~/NE
OF 50L/TH FORT HARRISON A VENUE, BEiNG N 32'36' 18" W (ASSUM[D).
-ELEVA TlONS ARE REFERENCED TO P!NELLAS COUNty BE^JCHMARK. "BALDER
A FOUND BRASS DISK. ELEVA TlOV = 48 30 r:-EE~ IvGVC < 929
DESCRIPTION (AS FURNISHED):
THA T PART OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST
1/4 OF SECTION 21, TOWNSHIP 29 S, RANGE 15 E, DESCRIBED AS FOLLOWS.
BEGINNING A T THE SOUTHEAST CORNER OF THE NORTH 756,05 FT, OF SAID
WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 AND RUNNING
THENCE SOUTH 0'08'42" WEST, ALONG THE EAST BOUNDARY OF SAID WEST
1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, 140.0 FT. ; THENCE
SOUTH 74' 12 '09' WEST, 155.86 FT. TO THE NORTHEASTERL Y RIGHT-OF - WA Y
BOUNDARY OF COUNTY HIGHWA Y No. 1 (ALSO HAVING BEEN ORIGINALL Y
KNOWN AS STATE ROAD 15); THENCE NORTH 32'36'18" WEST. ALONG SAID
RIGHT-OF-WAY BOUNDARY, 280.0 FT. ; THENCE SOUTH 79'56'18" EAST,
305.90 FT. TO THE POINT OF BEGINNING.
CERTIFIED TO:
-- v'VA T[.Rr:-Ro.'VT INV[STM[NT & DEVELOPMENT, LLC
- CCMMO^JWEAL TH ,.AND TITLE INSURANCE CO
- ,T:..E AGENCY OF r:-LORIDA, INC.
LINE TABLE
L1 S 74'12'09"W (D&:M) 155,86'
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LEGEND AND ABBREVIA TiONS: 1/
~ = CENTERLINE, qR = FOUND IRON ROD, ~ = POWER POLE, ;' , ,., LIGHT POLE, WS = WOOD STEPS. T = TOP,
C/S = CONCRETE SLAB. (M) ,., MEASURED DIMENSION, (D) ,., DIM NSION PER DEED. GTE,., TELEPHONE BOX,
oCP = PERMANENT CONTROL POINT, A/C = AIR CONDI710NER. MES = MITERED END SECTiON. HW = HEADWALL,
R/W '" RIGHT OF WAY, N ." NOR!i).H $ ,., SOUTH, E >= EAST, W = WEST, It = GUY ANCHOR. -& '" FIRE HYDRANT, INV = INVERT [,.EVA TiON.
CONG. = CONCRETE. SIR = SET 1 2" IRON ROD No. 4086, FlP ,., FOUND IRON PIPE, OHW = OVERHEAD WIRE. COR = CORNER,
W/C = WITNESS CORNER, PRM ,., PERMANENT REFERENCE MONUMENT, LFE = LOWEST FLOOR ELEVATION, PVC = POLY VINYL CHLORiD[,
XO.OO = EXISTING ELEVATION. LB = LICENSED BUSINESS. RCP ... REINFORCED CONCRETE PIPE. L 1 = LINE NUMBER (SEE LiNE TABL[)
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SEE DETAIL "B"-",
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E BOUNDARY, W 1/2, SE 1/4 , SE 1/4, SECTION 2 1
WEST BOUNDARY OF PLA T BOOK 122, PAGES 11 ct 12 ~ ~
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ft~',~
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ENCORE SENIOR LIVING III, LL C.
(PLA T BOOK 122, PAGES 11 & 12)
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5/06/03
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FHRS1573R
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ES~ABL 5~ED ~R,/JV ~- A; S"'- ,~v~-, V' ~\ ~.)r-\....S
ADO'L TOPOGRAPHY CH[CKED BY
REVISIO'vS
MJB
LAND SURVEYORS and PLANNERS
220 SOUTH SAFFORC AV[NUE
TARPON SPRINGS, FLOPiDA 34689'
(727) 938-j026 FAX/ (727) 9J8--?565 .. . I {",
AUTHORIZATiON NUMBER.LB 40..1'9 .'. ~ ~ I" :->.'
I HEREBY 'Cf.~TI!Y THA THE ATTACHW SKUC'--I 0> SuP, tV
IS TRU[ ~jj CORRJ'Cr; AND rHATrl~ MEPS. Thf 1vI''VllvI Iv'
T[CHIvICA(; SiANDAIWS .$[T/F"OpfH, 'BY THE FLORIDA ::;TA T[
SURVEYED BY PVK BOARD Qr~RVE:YCJR.9 ANO.'MAPP..fPS AyD ['.j/10TI;'
61G r t.-6, F~ORIDA ADjf~IjJ.SfRf!!'v:a1 CODf. .
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619
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MICHAEL BAKER ASSOCIA rES
SCALE ;" = 20'
DRAWN BY
RAC
NOT VALID WITHOUT THE SIGNA TURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVCYOR AND MAPPER
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/ j /9>/ ./ ~~ /
/ ,,/ /./ ./ ^ Y
/'" / ~ ./ ./"'/
/' /' ~ ./././
/// / 'i'i / /:>y/
/."".,/ \~/ ./ /" /
. ,',. '/ ~,w / "
/..' / /' ./ / /
".'/ /'./ /' /
/,/./~ ././ 0./
././ ./ ~~ ./
/./.// ./
./<)./
/ CONTRACTOR TO CALL "SUNSHINE" AT 1-800-432-4770,
48 hrs. PRIOR TO ANY CLEARING OR CON5iRUCTION
/
j FOR EXI5iING UTIlITY LOCATIONS.
/ ~ 20 10 0 20 40
I 15 5
NORTH GRAPHIC SCALE
/
/
PROPOSED 4'X2' HOT TAP
(1) 2' PLUG VALVE
/
EXIST. 6' It'OOO ffNCE
AROUND WAn::R ~ER
,0~~
SO
PROPOSED'
(1) 3/4' G,V, .. BOX
(1) 3/04' B,F,P,D, 'w'ATTS 909 RPZ
(1) TEMP, BLD'w'OFF
In
I~ n
,8: 1
~/i ;
i
*)
/
(1
)
PROPOSED 2' pvc
45. BEND
~)
//
/../
/,.,/ /
/'.".'/ //./
/// / 'i / ^
EXIST. SHOUt.DfR UNE ., ./''/ 9> / ././ /
r,'// ~ / ,,^ ./
'/ ,,/
'.. ' / ~
/',y'.. ./ /'
, 'i / :>/ /
~ ,,/ /' ~//---<
A/'" .//
o /./ ./././~/
o~ // ././ ./<)./'
c::.. ~ ~.... "" /; / / 'i / / ~ ~ /
~ C) 9-- II /'i///6~/
V I ./ / ~
,. 00UBtE m.LOW ' / "
24= s;;;: lWl ./ v~ :~9> ./ / /
'7T.1MRISONAV." ~/ ./ -<" /'
- - "1 'i / ---/ --L<~ /-".... (m>)
, ~ .
--- '..,.., ./
-.---.-, ' . ' , ' . '-:/"B /
, ' .,:.:, ,'.;;.-- / .
':.::'/-. / 4J
, ./ / J
~(Y ~ /~
/ ./j
//
./
PROPOSED
CONTROL PANEL
./
(
~
d,.-,-
PROPOSED 6 LF 6' PVC
(SDR-3S) SANITARY SE'w'ER
LA 1ERAL @ 1.00% (MIN)
TO TIE INTO EXISTING BLDG
SANITARY SE'w'ER LATERAL
PROPOSED HEADER
CURB AT LIFT
STATION DRIVE'w'AY
LOCATION 23.75
LF (SEE DETAIL>
EXIST. OIffFALL STRUCTURE
TOP EL - 34.97
SE 11# - 30.86
EXIST. ItIES/FLUItlE
____11# - J'.77
---- ----
---- ----
---- .......
---- ----
---- ----
---- ----
i:;:;::----
~'S,. ---- ----
. I~~ ____
""- ---- ----
. "t:' ----:--r. EXIST. STORItI ItIANHOLE
'-1 RIM EL - 3'. II'
S INY - 32./5
CONTRACTOR TO INSTALL
SUBBASE AND BASE AT
LIFT STATION DRIVE'w'AY
LoCA TIoN. CONTRACTOR TO
USE ON-SITE SUBBASE
AND BASE THICKNESS
AND COMPACTION DETAIL.
TOP OF
I I II
I~/ ~
I: n /I n
~ I~I n~ j
Fl qN ;
IIi S
['"l~ l-f)f~~~-
..J \~
fiI
\~
~II
I
I
I
I
I
I
I
--
PROPOSED 3/4' PVC
'w'ATER SERVICE TO
PRIVATE LIFT STATION
/
/
/
APPROXIItlATf: LOCATION OF
EXlsnNC 6" Po/C tllATf:RItIAIN
EXIST. INLIT TOP EL - .2,01
WfJR EL - ofO.J6 (0.65',,0.8')
INY - J9,S.
EXIST. OUTF'ALL STRUCTURE
TOP EL - 3'.'6
Sf: INY - J2.8O
t
~
~
I
PROPOSED SANI1ARY SE'w'ER CLEANoUT.
RIM EL. = MATCH PROPOSED GRADE <TYP)
INV. = MATCH EXISTING GRADE.
CONTRACTOR TO VERIFY ELEVATION
OF EXISTING BUILDING SANI1ARY SE'w'ER
LATERAL PRIOR TO ORDERING LIFT
STATION AND PROVIDE ELEVATION TO
PROFESSIONAL ENGINEERING RESOURCES, INC.
'III
I
€XIST.
r" Po/C)
N IN IN
i I ~ I~
~ ~ ~
'+l
I I
IJ
./
y
./
,/
~,'~~/
H II
€XIST. " II\?OO FCNcE II
.....
/'
-\(
~-
~~
~
II
DRY DETENTION
POND NO. A
I" I
PROPERTY UNE
f: BOUN{W(Y, It' 1/2, SE 1/. , SE 1/4, seCTION 21
- -
--
ItE"ST fJOUNDARY OF PlAT BOOK 122, PAGES II .. 12
---o.1ST. CONC. iiOCK WALL
=
==
===
---
---
'\
)
~I
:1
~
I
PIA T BOOK '22, Pt4GES " .. '2
S 00'08'42"W (D&cM) 140.00'
/
" /
\\ .
11/
2.2' WIDE x 2' DEEP SLOT
HEV - 4O.S1
I
TOP OF BANK
ENCORE SENIOR LMNC III LLC.
0.7'x2.S' SKIMMER
TOP EL - 42,6J8
BOTTOM EL - 40.18
CONe. BLOCK WALL
11
II
II
OWNER:
PROJECT
NUMBER
03-1406
SCALE
1'=20'
o PRELlMINARY,~
~
. CONSTRUCTION.
:1,
o RECORD :..t'
C 2002 by Professional
Engineering Resources, Inc.
All Rights Reserved
The arrangements depicted
herein are the sole property
of Professional Engineering
Resources, Inc. and may not
be reproduced in any form
without its written permission
5EC.~ TWP. 295 RNG" 1SE
NO. DA TE BY
REVISIONS
PROJECT NAME:
DRAWING TYPE
WA TERFRONT INVESTMENT
AND D[vCLOPMCNT, LLC
1022S UUlCRTON ROAD, SUITC 3D
LARGO. FL. 33771
WA TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
WATER DISTRIBUTION AND SANITARY SEWER PLAN
PROFESSIONAL ENGINEERING RESOURCES, INC.
646 94th AVE. NORTH ST. PETERSBURG, FL. 33702
CIVIL ENGINEERS. PLANNERS. PERMIT EXPEDITORS (727) 576-2007
PROPOSED
-w-
-f-
-RUM-
.
---
~
.
-----
0
eJ
'1'1 '1'1 '1'\
-+
6-
~
0--- UD -
~
LEGEND
EXISTING
o
'w'ATER MAIN -w- -
FIRE MAIN -f - -
RECLAIM 'w'ATER MAIN -RUM - -
REDUCER -t>- -
TEMPORARY BLo'w'oFF - - - -'-1- -
FIRE HYDRANT -9-8- -
GATE VALVE (G.V. .. BOX) - - -8- - -
FIRE DEPARTMENT CONNECTION Q
DOUBLE CHECK ASSEMBL Y - - ~.!i- - -
'w'ATER METER - - ~;J- - -
SAN IT ARY SE'w'ER LINE = = ss::::::(::::z=
SANITARY SE'w'ER FDRCEMAIN -_SfM-(::::--
SANITARY SE'w'ER MANHOLE l)
CLEAN OUT - - --c
STORM DRAIN = = SD = =
ROOF DRAIN = = =
GRATE INLET ~.1--
JUNCTION BOX 0
EROSION CONTROL = = = = CI
OUTFALL STRUCTURE C
MITERED END SECTION (M.E.S,) c::I
TOP OF BANK ... ... 'II'
FENCE OR 'w'ALL -x - x-
EASEMENT DR SETBACK - - - - - -
TRAFFIC FLo'w' ARRo'w' c::=>
HANDICAP PARKING SPACE @
H.P. OR CHANGE IN GRADE N/A
UNDERDRAIN N/A
ELEVATION 14 )( 75
. CONTOUR - - 9.0 - -
GTE - -GTE- -
u.G. ELECTRICAL LINE -P-
GAS MAIN -G - -
DESIGNED BY
. "-
PRAWN BY
CR'ECKED. .,.BY
DATE'
PVS
SAG
PVS
.4-.30-0.3
SHEET
NUMBER
":AI=>. VED/l :;'. / /
: /,7 / ", ~t..;,0 /1.;:--- /1- /l.-;./ ci 1
, 0u,.,. '-'- . ~
. ..
, ",
. .
AU..... Y. . SH-E.RMA, REG. NO. 35628
.. " .,... .,-.--
B
r- 4' Drop 0. t All Drives
- 4' Drop o.t All Drives
2'R
5' l'
+' ~~ ~-1/2'R r 'Weo.rlng
~ ~! p.+:,.i ~
g ~ / :F./'~ ~ BOose
~ ~.. -
~ ~ ~JI<:>4:'
..... :j, ;,';. .::.......:.. .
- /.V//~ :~:<::4: . COMpo.ct.ecl
~.' .~:;~~,
).- . . . . . . . . Y%W')Y)Y~y^
~. ,~;-j;i-^~"<f
/, /R"/N//x//,<//'
~
.
6'..J 2' ~
V -=- r- 3'R ~ "I
~ !~\N\/~ L ~
t ~:~iT:~:!'.::~:~3;;fJ': BOose
~v .0 :4":: ::p"< :~:: .j!:..4:::~':1.
~ . 6'" 24' I ..
~ . . CoMpo.ctecl
~~,~'<<~~~
~~"<,(-
Surfa.ce
r 'Wea.rlng
Surfa.ce
NOTEI 'When usecl on high slcle of roa.dwo.ys, the
cross ~ope of the gutter sha.ll Mo.tch the
cross slope of the a.dja.cent po.veMent a.nd
the thickness of the lip sha.ll be 6', unless
otherwise shown on plo.ns.
STRAIGHT CURB
TYPE I CURB
3'
I Ir BOock of Curb
~ ~~~
Fo.ce o~
Curb
NOTESI
1. There sho.ll be 0. 1/2' seo.l Joint
between
bo.ck of curb o.nd clrlvewo.y.
2, Concrete In curbs sho.ll be 3000 psi,
with
t loer r'iesr relnt.Cllf"l:lQQoCLEARWATER, fLORIOA
PUBlIC WORKS AOIol'NISTRATION
ENGINEERING
I-Constructlon SYMMetrlco.l
About Drlvewo.~ C
.
CIJ
~
"
'Weo.rlng
Surfo.ce
3' TRANSITION A T DRIVES
I ""lt~ ....
..... OlECICEIl .... TVPICAL CURB CROSS
II,J.$. SECTIONS
_.~n
DA1[
2191
~IIO.
'rF~
, 4/1/02
III[V, DAlI:
--
DDCM'_
l' o.t All
Drives
- l' Drop o.t
All Drives
r 'Weo.rlng
Surfo.ce
.
v
,
'<.-1 ~ ..
,~ ::~::::~
/'/ ~:::.:.'.': 4.-
~'"' ~'.~""j :r ~ .
/' ..' . . .' 4 '{ \D
,'J 6' . . . 18'. 1-
~:::. .
~ COMpo.cted Subgro.de. . .
<~,,,/ ~"~~'<<'0~V>>?'
/x. / /" / /,
NOTESI
.
v
,
"
. . ......f.~.
. '. . .... ~l' ...
\..\ifjj~
.
v
I 'Weo.rlng
I _ Surfo.ce
~ 3/4'R
~ t~~.~..
~~)j 4:.P: :~
" . . -
, .' 6'. '. '12' . . . . . :12' . . . . .' .'
it/~X~Y~Y~<~~~~k
7~YAYA
.
r--
BOose
BOose
MODIFIED
CURB
V ALLEY
GUTTER
CURB
1. There sho.ll be 0. 1/2'
seo.l Joint between
bo.ck
115' ~ of curb o.nd drlvewo.y.
V- 1-1/2'R 2. Concrete In curbs sho.ll
#3 BOor ~ be 3000 psi, with fiber
Cont . . -' U I Mesh reinforcing.
')0. '. .\ . (w eo.r ng
~~I~ \D Surfo.ce
'/'Y//'\.. 'Y~ ': <1 y y y x x x x x
~ I
~:~ 6'
~>>
~~
..,,-,
/,?<
~ . cOMpo.cted Subgro.cle.
~~.
-,'
I
#3 BOor, 10' Long,
36' D.C.
9' 9'/ 1-3/4'R
3/4'R~ / ~
~~ T
::: ~ ::~::(:::...~:S~:;~.:~J
,",' ~ 4':,,:'1':~').:..:..' .:
\:;? ./ .:........:..: ....... .~'.
~ '6' I .
~oMPo.ctecl Subgro.de
r'Weo.rlng
Surfo.ce
~l BOose
BOose
MEDIAN
CURB
CITY Of' CLEARWATER, flORIOA
PUBlIC WORKS AOIolINISTRATlON
ENGINEERING
ll!ljt~1V
u. 0lE~s.""
_.~....
DAlE
1/92
NUllO.
101
![Fe
PIN
DO\JELLED
CURB
--
DDCM'_
/
TYPICAL CURB
CROSS-SECTIONS
4/1/02
DA1[
,
.v.
FOOT Type S-3 Asph. Conc, po.tch
to be 2' MIn. thickness or 1'10. tch
existing for thickness 'n excess
If e'
IF=: Po.tCh~ RIP5Urfo.cIP full
width of street on
T +2' (8' Min. I-- Replo.ce Bo.s+-l loncltudlno.l
COl'lpo.cted I ( I / nS1:o.llo.1:'OnS
.............. I
4' Mln.
Monolithic Slo.b
I f this polnt
Is within 4'
of o.n
existing
Joint, then
/ the Joint.
b:::if~ _ ,.{,
the Enolnee:/ _ 6' 12' Trench 12' 6'-
pIPr City ArtlcllP 'Jldth
22 Vo.r~s
..... ............... Undisturbed Trench
~::r:~,ted ~ ....
3,000 psi
Fiber Mesh
~ncrete
~' .'0
Existing Concrete
1
. -
'.T." .
. .
....
....
(V
-/ Undisturbed Exist
Bo.se
T=Thlckness
of orlglno.l
Bo.se
'J
18' Trench 18'
Min. 'Jldth Min.
Vo.rles
d~sturloed Trench Side
COl'lpo.cted .....1.-
Bo.ckflll ~~/ ~
~ T=6' untR 'J
exceeds 6', then
T=8'
ASPHALT STREET AND
DRIVE~AY REPLACEMENT
REQUIRED FOR UTILITY
CONSTRUCTION
CONCRETE REPLACEMENT
REQUIRED FOR UTILITY
CONSTRUCTION
1 4/4/DD.
.v. DAlE
~...-
...... ..... 2 _ 2
--
CITY Of' ClEARWATER, flORIOA
PUBlIC WORKS AOIolINISTRATlON
ENGINEERING
STREET AND DRIVE'JAY
REPLACEMENT FOR
CONCRETE L ASPHALTIC
""lt~....
QlEOCD) ....
G.I.....
_.~
tt~
NUllO.
104
, rF ,
......
p,:':':":.l
~A\~~"~~~C I
~e
~.~~.,
~p ..,'" ~~'iQ
v~";..e~
~o
6'R (Typ
SECTION A-A
NORMAL VALLEY GUTTER CURB
SECTION - SEE INDEX 101
'--A
-1
'--B
-C
L1l'llts of concrete swo.le
L1l'llts of po.y quo.ntlty
PLAN
~
n I
I~d.' '. -l~
... '. Ill'" . ...
~ .~ ':.~~0:".~' "
~ "\- 4 .6 Contlnuou
N
~.
t.:. >.> :.: .:'... '. ....
...
.l
SECTION B- B
SECTION C-C
NOTE I
CITY Of' ClEARWATER, fLORIOA
PUBlIC WORKS AOIolINISTRATlON
ENGINEERING
CONCRETE S'JALE
DET AIL
VALLEY GUTTER CURB
Subject to City Engineer's o.pprovo.l.
To be used only In unique sltuo.tlons.
_IN....
NoYO
OlECICEIl ....
DAlE
7/92
NUllO.
107
1 [F I
1llV. DA1[
_.~....
--
OWNER:
lliIJ.
. . .
" '.
. . .'
. ..'
. . ~ .
. " "
. ',' '.
~A~:'(~~C I
6'R (TW
SECTION A-A
.
, ~('o' ....'..
.,0 00($".....
~# ." '\~'
v~.,j:> I:::
0'0,)
<'
NORMAL TYPE I CURB
SECTION - SEE INDEX 101
'--A
-1
'--B
-C
Limits of concrete swole
limits of pay quantity
PLAN
2'-8'
rL
1< '.: :.<~~: ..
1'-4' I
I
'.-
7l
I
.J.,
-L-
.1
T
<3
,
N
.. . ..";-"
. :I.U\ 5 16' Con t,Jous
SECTION B-B
,
,
N
......
"I
r--
SECTION C-C
NOTE:
CITY Of ClEARWATER, fLORIOA
PUBUC WORKS AOIolINISTRATlON
ENGINEERING
CONCRETE SWALE
DETAIL
TYPE I CURB
Subject to City Engineer's approval.
To be used only In unique situations.
"To:' ....
OlECICEIl ....
M:V. DAtt
_.~....
DDCM'_
. ~,,~
..'- ~ j.- ~J' Tronolllon NOlE:.~..:r~
;<' "'<I' \t-- Sldo 51 R
~G i:('!i.J ~~'lS' J-
(>" 'f" /.- rtr ~ I
A ~ /Y 1//. A 1 Bock of Curb
I / ',. Non-oIlp ourfooo __h-
I I:z,.l' rnonto. - Not. B-
It]
~
!
Remove Curb If Existing
\ Exist Conc Drive
I lolox Slope ~1'\1 / 1 1'~ lolax Slope
14~/2' Exp. Joint/"1.[;.'::~:/:':~1r~.:.;::":i~::' ..~ ...............1/2. Exp. Joint
TYPICAL DRIVEWAY CROSS SECTION
\
/ Prooertv / R.O.WI. Une
t
~ Conc. Sidewalk
t
~-e
~a
It
l' Cltv RIW I
2' County R/j
PLAN VIEW
Remo Bock of Curb on State or Vertical Curbs with 0 vertical Saw cut
or Remove entire Curb and Replace as Part of SideWlalk Romp.
S Modified and Valley Gutter Curbs
join exist back of curb
112' .~Textured Surface
l' c::::==-- Max Slope
r:.' . . .... .... ....~ . '" . ",.
':,'~'I <f<......1/~: EXP:~I~ Joint \ :=o;ln\O o~nsawcut
4' lolin Residential Street
5' lolln Arterial Street
c:><-
.- 0 0
~~
, . g-
nl~
~._.'"
'. " .
.........;.:...
1/4' per Foot
::.:. "~'" -~""": ,-4":.' ',~ . '!II; . ",..
Bock of Curb
3000 psi cone 4' th'ck. Coneu. 6'
thick at driveways w'th 6x6 110
welded wire mesh. See note 7.
SECTION A-A
NOTES:
1. Provide tooled jo'nts at distances matching the width. Also
place expansion joints at driveways.
2. If some physical obstruction exists which prevents the placing
of sidewalks as shown. contact the Engineering Division for
alternate location.
3. Wooden and other spacers will not be perm Itteel In sidewalks or
driveways.
4. No coatings of any kind will be permitted on concrete
sidewalks or driveways without specific approval of the City
Engineer.
5. All concrete sholl be 3000 psi min. 0 28 days, with fiber
mesh reinforcing.
6. Conc,.ne surface to be light broom finish.
7. Coneete driveway construction sholl be 6' thick w 6x6(10xl0
welol!J,~ wire mesh reinforcement.
SECTION B-B
8: Ramps shall hove 0 tactile surface, textured to 0 depth not
exceeding 1/8' by use of tamp or roller In confonnance with
requirements of FOOT Roadway and Traffic Deshln Standards,
Detail 304 or most recent modifications.
.....
C'TY Of ClEARWATER, fLORIOA
PUBUC WORKS AOIolINISTRATlON
ENGINEER'NG
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
J 4/1/1>2 _ _
2 '/16 __
1 11/IJ __....
1llV. l)j1[ DDCM'_
[M!lflY
_ OlECICEIl....
T.C.J.
_.~....
<:'~
~'
Il)i~
.~
S' Il). '-ill",
11). o\r ~1l1
t... :It
"-'11I .
:It.
~
~~~
CONC. SIDEWALK
lolotch Ex'stlng If Grass Plontina or Other
Existing Sidewalk............... Non-WOlkln'7Surfoce
Grass Planting or Other
Non-Walking Surface............... 4'/5'
6' 6' 6' Vert'col Curb
~"P CURB ~ . ~ ~,oo."oo
=- -IT _ _~ =
Exist. TWe I c-:::! I Remove Back of Curb I" flow line
If Existing
c:q,...~
/'
/
,of'! Q,. <0,.
'~.j..... ~...............
...~c:......."b "
"b- "..... -io,l;~. Q:........
4::. ~~ -r.... '6'
~,,,, .:"'>>
:J,- 0.....0..
~~....'"
4>~
"-4-
..' ~
~
RETURNED CURB RAMPS
If 'x' Is less than 48' then
the slope of the flared side
shall not exceed 12: 1.
ISOMETRIC VIEW
CURB DROP CURB
IlRANonON I CURB I lRANOnON I______'A'" <>' SIOE'AU<
0----1 ,~d
P ~N8
ELEVATION A-A
VAllEY GUTTER CURB
\
CONC. RAIolP
t
/ Textured Surface
7
X
""\. 12: 1 MAX.
,
...:
. ..
.,: .
\4'
'.. :,
..
SECTION B-B
~
1. Ramps ore designed to the
Uniform Federal Accessibility Standards
to comply with the Americans w'th Disabilities Act.
2. Ramps Sholl Hove a Tactile Surface. Textured to 0
Depth Not Exceeding 1/8' by use of Tamp or roller
In Conformance with Requirements of FOOT
Roodway and Traffic Des'gn Standards, Detail 304
Or lAost Recent Modifications.
CITY Of' CLEARWATER, fLORIOA
PUBUC WORKS AOIolINISTRATlON
ENGINEERING
TYPICAL SIDEWALK
CURB CUT RAMPS
PH'I'SICAll Y HANDICAPPED
4/14-," __.............""
lI95 .....- note
1O[DIlA" ....
P.W.D.
OlECICEIl ....
T.C.J.
_. ~..
I
.v.
DA1[ __
rEx. Sldewo.lk
1112 1'50
r ~ Mo.x
'i." "'. '.... ..1":'.' ..r . ., -
, :~~~~::oposeJ::~r:)~
Bus Stop Po.d
>-
<{
~ .Sl
~ ~
~ ~'-t
~ ~V
Ck:
o
-,
<l:
:::i:
Ck:
o
f-
W
W
Ck:
f-
Vl
III
'"
-r:
d
.:t>
d~
....
~l!
Vi>
-
-R/IJ Typlco.l
1
..J
...
o
..J
J R/'J Typlco. ~
11.0' Typlco.l
t Al terno. te 1.12 Mo.x.
Access Rout~V
,~.J"1 ............ '\ ~
4.0' 'Jlde Min. . . '- . l '.
1.12 Mo.x. Slope ~ ~:; ~ . .';": ,'( //
" . : !4J')
V/
Bus stop Po._ '/ ~
rCurb Bus Stop Slg",--~ '/ V/,
I
Sldewo.lk
'Jldth Vo.rles
---+ A
~
SECTION 'A-A'
~
::l[
CD
N.T.S.
Vl
Vl
o
Ck:
U
NOTES.
-
1. Bus Stop Po.d I'lo.y extend frol'l existing curb to or through
the o.lIgnl'lent of existing sldewo.lk.
~A
50' Min.
2. The Bus stop Po.d will follow the so.l'le slope o.nd will be
flush with the bo.ck of curb.
3. The I'lO.xll'lul'l slope o.cross the long dll'lenslon of the Bus Stop
Po.d (perpendtculo.r to the curb) Must be 0. I'lo.xll'lul'l of 1'50.
^ 'Jhvn flvld condlt'ons do not o.llow 0. 1.50 slopIP, thv I'llnll'luM fvo.slble
Lll slope sho.ll bIP provided, not to excIPvd 1'12,
4, Po.ved o.ccess to the Bus Stop Po.d frol'l the sldewo.lk
I'lust I'leet City of Cleo.rwo.ter sldewo.lk sto.ndo.rds o.nd ADA
sto.ndo.rds with 0. I'lo.xll'lul'l slope of 1'12 o.nd level rest
stops no I'lore tho.n 30 feet o.po.rt. Loco.tlon of o.ccess will
be field deterl'llned, Slope of po.rkway o.reo. adjacent to
Bus Stop Po.d will be field deterl'llned.
5. Bus Stop Pad sho.ll be 0. I'llnil'lUI'l of 6' reinforced concrete the
so.Me o.s concrete drlvewo.ys.
BUS STOP PAD
N.T.S.
CITY Of ClEARWATER, fLORIOA
PUBUC WORKS AOIolINISTRATlON
ENGINEERING
~~..
IlFN "t-~. ....
_. ~-..
TYPICAL BUS STOP
PAD DETAIL
6. Bus Stop Po.d sho.ll be Cl!ntered o.s dose to lot lines elS possible,
Existing bus stop signs MY need to be relocelted o.ccordlngly.
ILO.
04/01
l)j1[
IClTE 3
0ESCllf'_
1llV.
NAME:
PROJECT
NUMBER
03-1406
PROJECT
SEC.~ TWP. 29S RNG. 15E
NO. DA TE BY
REVISIONS
WATERFRONT INVESTMENT
AND DEVELOPMENT, LLC
1022S UUlERTOH ROAD, SUITE 3D
LARGO, FL. 33771
WA TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
PAVING, GRADING AND DRAINAGE DETAILS
SCALE
N.T.S.
,
N
......
"I
r--
-1
0~1[
7/g2
NUllO.
IDS
, OF 1
I
k
,%~
NUllO.
'08
trF~
I
J
,%~
INOEllIlO.
108
, rF ~
l/':'
~IIO.
3 [F 3
....'t
~~
"
~\Oo'
It'
~I
....'t
+-''0
....'t
~'0
"
~'Oo'
It'
~,
....'t
~~
NOTE. Concrete to be 3,000 psi, with fiber I'lesh reinforcing,
-1
f
r- 2-112' Mln
N
......
.,
lt"l
Ir!~N
.11 1
II "
~
---l ....... *3 Bo.r
Typlco.l
-1
/11
~ I I
L · II ~
I-- 7-112' --l"='
1
L
I-- 7-3/4'
TYPE A
r HANDICAPPOl SIClN
/ sa INDEX NO. ".
-
r- 2' I'lln
N
......
.,
(\J
-1
.3 Bo.r
Typlco.l
TYPE C
CITY Of ClEARWATER, fLORIOA
PUBUC WORKS AOIolINISTRATION
ENGINEERING
1 </1/1>2
""lt~ IV
U. OlEclfi ....
_.~....
DA1[
7/92
'JHEEL STOPS "'W'7 IICl.
REINFORCED CONCRETE
I [F I
fII[Y. DAlE
--
DDCIIlP_
CONe. WAU<
R_ IXMl CONe. WAU<
SEE iiiiXNo. ,01
--
,.-.; 1110[ 1IlAmC IIWE
/ STRPE (nPICAL)
~
=
TlW1'1C WHIR:
i.
(?
/~l~r~
'/-c
~
,'-"
~
10
,2'-0" 2" (T'IPlCIoL) ~I
IT -0"
HANDICAPPED
, ,- " llIDE TlW1'1C IIHn:
:/ SlRIPE (T'IPlCIoL)
~
rl
s' -0" l
NOTE:
All pavement markings to be thennoplostlc.
STALL DETAIL
CITY Of" ClEARWATER, fLOR'OA
PUBUC WORKS AOIolINISTRAT'ON
ENGINEERING
1llV. DAlE
~IN""
QlEOCD) ....
N.Q.
_. ~....
TYPICAL SINGLE
HANDICAPPED STALL
~~~
NUllO.
118
'rF~
DDCM'_
HANDICAPPED ~
_r-SEE INDEX NO. 119 ,,_
CoNC. ,".\LK RAMP DolJN
SEE I DEX NO. 109
o
.
2:
)7
6' STROKE
t <TYPIC~)
a'-O'
'1'-11'
rl
'-
I
12'-0'
I 5'-0' I
29'-0'
HANDICAPPED
NOTE:
All pavement markings to be thermoplastic.
RAMP Do'JN CoNC, 'JALK
SEE INDEX NO. 109
-
,-6' 'JIDE TRAFFIC BLUE
S1RIPE (TYPICAL)
,- 6' 'JIDE TRAFFIC IJHITE
:/ STRIPE (TYPICAL>
e' <TYPICAL> ~I
12'-0'
STALL DETAIL
CITY Of CLEARWATER, fLORIOA
PUBUC WORKS AOlAlNISTRATION
ENGINEERING
.v. DA1[
~IN""
OlEacm ....
II.Q.
_. ~IV
TYPICAL DOUBLE
HAND CAPPED STALL
5t"
NUllO.
118
, rF ~
DDCM'_
t 1'-0' t.
.-~V--- STANDARD PRE-PAINTED
V DISABLED PARKING SIGN
I "" ON 1/8' THICK SHEET
~ ALUMINUM
1- ~
PARKING BY
DISABLED ~
PERMIT
ONLY
-
n..".. .. .. . _ II - 2' HOT DIPPED GALVANIZED
II~/" on STANDARD IJEIGHT STEEL PIPE
>I I i ill' .... ......,. .'
~', I.. -. ::::::~~~:.::::.:~
.1 I ":.-;-' 0
'ill-III 4..1 l,ilI.. ~II'" --8'X2'-6' CONCRETE MASS,
- . ... I ,.. - FINISH TOP OF MASS LEVEL
- . I. ., 'JITH A SLIGHT RAISED 'JASH
-111== ...1 I. 1- 10 APPROXIMATELY 1/2' ABOVE
-...1 I.... - ~ LEVEL OF TURF ISoD.
W"llill'
'.. L...J '..;
'. .1'.
. 'o,d . .. .
i 8' ~-
HANDICAPPED SIGN DETAIL
'JHITE BORDER
L SYMBOL
BLUE BACKGROUND
BLACK BORDER
L LETTERS
IJHITE BACKGROUND
BLACK BORDER
L LETTERS
'JHITE BACKGROUND
$255 fiNE
F.S. 318.14
~
-
ALL LETTERS
l' SERIES 'c'
z ...
:..... I-
y,~
. ,\ I..
:-:=. -:: .
.
..... .~..... '. .
.... ... .. .............
~
CITY Of ClEARWATER, fLORIOA
PUBUC WORKS AOIolINISTRATION
ENGINEERING
'21M
~....
...0.. <H~I'Y
_.~....
TYPICAL HANDICAPPED
SIGN DETAIL
,.0/':
~IIO.
I [F 1
-... ,.,.
.v.
l)j1[
--
C 2002 by Professional
Engineering Resources, Inc.
All Riehts Reserved
The arrangements depicted
herein are the sole property
of Professional Engineering
Resources, Inc. and may not
be reproduced in any form
without its written permission
f1
5/8'
Min. 4 Required
Pick HO;7e ~
~
1-1/4' 117 -
-
~
R \V ~I
\>- ~
~ 000 l'
" (\
U STORM iO
000000
SE'WERo
000 0
RING - HALF PLAN
~
Required ~
o
Non Skid
Po.ttern
Required
.
CIJ
l.
o
OF" L p..o
36'
~23'~
21'
Mo.chlned Surfo.G
N /
I"
/~
.
r--
.
v
,
M
SOLID COVER
l
I
.
(l\
l.
o
.
v'
,CIJ
71.
I' 22-3/4' I--.I 0
~~~I
Mo.chlned Surfo.ce
f'
~""
RING - SECTION
MiniMUM 'Weight 7' 232 lbs.
9' 278 lbs.
SOLID COVER SECTION
MiniMUM 'Weight 128 lbs.
NOTES
1. 'Where roo.dwo.y base Is 8' or thicker use 9'
o.ll other co.ses 7' ring Is perMissible.
2. Mo.nufo.cturers Model of storM ring o.nd cove
be o.pproved by City Engineer.
3. Perforo.ted covers, when required sho.ll be
to solid covers.
rlno,
p
CITY Of' ClEARWATER, fLORIOA
PUBUC WORKS AOIolIN'STRATION
ENGINEERING
""lt~....
~....
_.~....
STORM SEIJER
MANHOLE COVER
0A1[
3/00
~11ICl.
1 IF I
"
IIEV. DAlE
DDCIIlP_
See Index No.
201
'"
/11
l
t
~
~---- - - -- ~At TerMlno.l
--- -- Mo.nhole
/f) ...-;-,....----,.."
I "
~ / ~
G: \ / I
~~ !~ '/
- - - L....------
~
PLAN
..c
. +'
U a.
. Qj
Q
Squo.re BOttOM
PerMlttecl
I'" Vo.rles
,~
E:: BOttOM D~ /; ~
V Corbel / -
8' _V 'D' Min. ~ _ 8'
Jj. Dr To Suit Pipe V
12' 11//1- _ -'/ k 12' /
I( "-'" J
f J 'E" \) (
6' ~ ~.':.' ~ ~l-~ . '/ ), I
:';.;.;..:..:....:..:..;.;. :~~: '(~":~~:\: :,.t.;o.:'.I"""[T
:~. ....... ..:...... ........ ".... ........~:... :..I-tl
SECTION A-A "'--'G'
Clo.y Dr CeMent
Brick Mo.sono.ry
1
)
(
I
.......
Sho.llow 0'- 41'
Sto.ndo.rd 4.l'- 6'
Deep 6.1'- 10'
Deep 10.1'- 14'
A
2'-6'
3'-6'
3'-6'
3'-6'
C
4' Mo.x
6' Mo.x
10'
14'
G
#3 o.t 12' E.'W.
#5 o.t 10' E.'W.
#5 o.t 10' E.'W.
#5 o.t 10' E.'W.
B
D
3'-6'
4'
4'
5'
E
24' Mo.x
30' Mo.x
48' Mo.x
48' Mo.x
F
8'
8'
12'
12'
7'
7'
NOTES
1. All concrete to be 3000
p.s,l.,
with fiber Mesh
relnforclnQ.
CITY Of CLEARWATER, fLORIOA
PUBUC WORKS AOlAlNISTRATlON
ENGINEERING
I~~"
It./l. ~....
_.~....
STORM SEIJER
MANHOLE DETAIL
:~
--g.1IO.
....,
l-
I 4/1/02
1lEV. DAn:
--
DDCM'_
R = 1/2' <TYP.)
n//2;:::T
V///////////////, -
PROPOSED SOD
,1/ W
'1/
<'\t.
.44
~
2' TOP SOIL
/ '4~
.\ ..:' :,.
. 1
~.4 REBAR~' 6' MINI:M CEMENT STABILIZED BASE
150 TO 250 PSI @ 7 DAYS, 9Br. T-180
DR 4' MINIMUM TYPE ABC-3 ASPHALT
.0 MINIMUM CEMEMT STABILIZED 'A" -.I
150 TO 250 PSI @ 7 DAYS, 98r. T-180
DR 4' MINIMUM TYPE ABC-3 ASPHALT
4 : . <1 ~
. .......--
:<7.(1
<i
~
jU
::l[
:;)
. ::l[
\D_
Z
i
-
L.. MINIMUM STABILIZED SU"A",
LBR = 20 AND COMPACTED TO 98r.
OF MAXIMUM DENSITY T -lBO
HEADER CURB DETAIL
DRAWING
TYPE
PROFESSIONAL ENGINEERING RESOURC S. INC.
646 94th AVE. NORTH ST. PETERSBURG, FL, 33702
CML ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007
o
.
o
PRELIMINARY
CONSTRUCTION
RECORD
DcS'/C~ED', E;1Y
DRAWN BY ,
~~-'--=--'-
CHt'CI'(EO' .'BY
----r'--~
/ ,OAiTE /
,,",
PVS
GMc
. PVS
4-30-03
SHEET
NUMBER
A.~~.VEQ ~:J~ __ ~ /
'.~-.0~L- k/2-;/~J
1t';'I~L .y:~,~~i'R'~A,REG. NO. .35628
. v.." .
./ "I.
I,
} r-... > ~ ..
~ , '-1......J '.' "' . -.
\\\,",,~,....,.....-
'/
'/,
'I
I
9
(;Fb.-1au8 flier ...t.rtaI
/ r .,1dIn1l 11_ " Ortled -r..-
, / L 2"'.4" 'f\onIMr
TIV
.L
I
Fibrous rIlt~r (HIra.f'1 or
Equa.l) Ha. terla.l Ca.p 1:' ....
Secur~ to End of Pipe
I- !,-I Va.rl..
~~ .t:Z;."~'~ ---'1
'..;:" L~ . ....... I
,,~ .,.....'91..""..... . . ~.
,,~ . ~~R.lnFo"'clng 6.x 6.10/10
?\ V" , ..'. 'W.lcWd 'WIr. MIPsh
. .
I. ~. Reln'orced Gunlte Lining
~
1 1/2. Dlo.. ".ep HoleL- - .~,
Typ. -S.. IWtllll ~
'~~.~.
~~ :l.
Tcxo-Aprox. 1~-18. Dee~ / ~,
To. 'Wa.ll At Top
, Sides Approx. 12. Deep
TYPICAL SECTION
_ MlI
--
~lS~i V "ro.p
(': . A .... L 1,":. . II '-,
.... _I ... ~
~. ..-'.. .. ..V'"? ~~." .'.~
P1~ -.- d - PIptp
\S) 1
Spring
L1M
Pipe
PIPE JOINT TBrG
NOTES
1. Join pIpe with sta.ndo.rd joint.
2. Trll"l b1tUl'llnous s.eller f'lush to pip..
CRa.JIl Neck or equivalent as a.pproved by City Englru~er.)
3. Dverlo.p FKter Fa.brlc to the spring line 0' pipe.
04lrllf'1 1<40N or equlvlllent Q.S elpproved by City Engineer.)
- ...
--
IIuIdlno lIa laid e" P'rom 'nlroat
we HortzontGl.
-
~
RoM of 12 1Jr ~ WIIded
F_ 2"d ~ ..-10.
0Iam.w FIIecI Mttl $' S~
Spoow llook
GrawI fIIw
r'xJ"P.n.nd
NOTES:
1. Flberou. fUl.. materIal In front of block
J>reventa groyal from woatllng Into structure,
2. 2"x." Behind block and acrose throat help.
keep block In place. Place in out.. hole
of spacer block.
$11-..............
Spac.- BIodt
J. Bal.. of hay and sod, .lmRor1y placed.
may a1eo be used.
~. "'Ill
--
SPACING OF POSTS
10 at 1-10 f'[[T AJlNtT
FllltR FABRIC \
WATtRtAL
_ ..or- ri9-::FfHl
m~" 3."''''1~'' """ltl'{
~" - -". "'1 .+JttH
-:+:+E~fltlri: -... ~)j~j~ ~&..
::r:: -ir:T+-1-+.. =l:f4:tifft-.:..
--,-- '~..+..:~.tt.... :ttti+ttfj::t .
2' MIN. (' .j'" ..,..."..-:b:LJ-
. ..., .. -,...
--.L:;: ~
..
.
1 1/2. PVC
"'~~p Pipe
_ Slope
~ Down
~... . ..
I~'. -
. A
)~ -
....
GranulAr F111
\JEEP
PIPE DETAIL
CITY 01 Cl..lMWATtR, F'l0Rl0A
PUIUC ~ ADWINlSTRAnON
~H[ERlHG
~ ~ ctK. SLOPE UlL
~~ ~lAlL ~
- """::!':... 1 "1
117
\.~
""'~
~/J
.A'~~
~
-
"'rap
CITY 01 CLlAIlWATDl, n..oRIOA
PU8UC WORICS ADMINISTRATION
lNQIMEERlNG
~ ~~~
- ::I'" 1.1
Spoc.
p;
.,.
-
~
16.:~"
..'<:oJ
0,;:.;...;. .
.t?': ,.-
zAl'
...::>r;', ·
: ';:~/. <.-3:'"
".h.;,;~'
CITY IF CLEARVATER, ruRlDA
ENGINEERING DEPARIiTHEN~
T .L.M. ~
TRAP AT CURl fHliT
- -- larl
F'OR ADOIlIONAl STM:NCrnI
FL 'WI F' A8RIC WA 1EJIIAI.. CAN
BE ATTACHED 10 A I-fNOf (MAX)
MESH 'MAE SCREEN WH/Qt HAS
8EEH , AS1tNED TO tHE POITI
BAOCF1U.EI) TRENQol
FI. TDl F HlRlC
ItIA 101101. KO.IlEL Y
'ASroO TO 1H[
POS'IS OR F USED
M -.: III!:!H
ATTACHING TWO SILT FENCES
. . a--u-
\
~1ElY e
INQ4ES Of' Fl. TER
'A8IlIC ItIA 1PIAL
WUST EX1DlD lITO
A 1RDOi AHD IE
AMOOlED .1H
COUPAClID
IJAQCFIU. "" 'IEIIAL
~ 1H[ END
!'OST ~ 1H[
Sf:COND FENC%
MID[ 1M[ 0<<)
POST OF lW[
FlRST F'OlCE
IIOTo41I IOlH
POSTS AT lVlST
110 D€lOl6S IN
A ClClCICWSE
IllMEC1lOH 10
CMA 11 A 1IGHT
IiIEAl ..lH THE
, A8RlC ItIA 1!JlIAl
'f\
"'-
"Isr,
La _ .,--
"'""'
r CIJ'--
f
to INCfG
(WIH)
I .
V
APf'ROlCIWA'IE
~1N
4-lNOl 1RDOi
J
_ "11
--
OWNER:
WA TERFRONT INVeSTMENT
AND DEVELOPMENT, LLC
10225 UUlERTON ROAD, SUITE 3D
LARGO, FL. 33771
llIIlEC1lON OF ....... WA lEllS
I J ~
-.J. ...". --
~ I01H
POS1S ABOUT 10
INQO INTO '!HE
aoJNO AHO
IUIn' R.AP
CITY 01 Cl..lMWATER, fl.OIIIDA
~l$TlIAnON
~~~ ..:.
- ~ '.3
.~'-r-
Tie ...... wltn
2-~ ,..00.-
contlN.tous
---------
. . . . .
I r- -;r -0 -, I
I I L ,. .. Steel I I
. I bolllll"cU; i .
I ~ cap,c. Fatttd c'ty~.... C ~ I
10'-8'1 I II - ":::- I I
y~1 ~~ Ii 1fool
.a-I I~" 12' I I
~ I- ct_nc:. ..... I . I
t I" Ci)Ci) -AI w
4' I I ~_ I y-~~QG
Win.
L' L_ ___ - I
I I
o E1.MJ G\.
'-alrapplrl
tU.S. I'lol. ctypJ
12'
clearAnCe 1'IIn.
swlng IIA".
('typo)
!
r.__ 1
I "-1-~ at 4'
-=-"'t.,.
Ir~
1'" V ,
( 'typo)
r_*
1G~] s-J
I
I l!.. ~
L 3000 p.sJ. CCll'lcrn. slAD
with f'brr MlIh rwlnf'crdrlQ
- PIOrICIU'thIc. ",In ,.
twdo:__. 6'.'/ lDxID
WriT.
rx 16' conc:rwu
, oa'tlng
wi 2- e I"lttlar (typo)
ELEVA TlON
tLLS.
I....... .. _
1a\!"1I __
CITY OF CLENlWATER, F\.ORIOA
PUIUC ~ ADWIMISTRATION
uoGlNEERlNG
-c." N
u. "W .. !iiNQl...[ ~...
_. ~.. 1 flIT,
NOTES:
'.) WAUS
L) H.. ~ mlllMun ~-4 hIF lIIId CCMtr\Ict8d .,
~ bIoc* (.....111."). NcMriaIe u.d ....... ... --...nt
with ~ lINll In tile OOIlIWctlon III lIIId ClI'dIItKtwraI Itl'e III
tile pr1Mlpal buI'" (lIeotlan 3-101 IilIltwWl)
...) c.tMo: I'MIl'NlnI ~-ff ,... AP_t maWlaIlIlIIII ...
....... of 1M _ matwIaIot .. .... .. the, _ ...... <<
~ ~ mat8rfaL
2.) F'001NlIS
~.I" ___ .~ " _~ ....... ~
~) CClNCIlE1I IlAI
WoftoIIlNll. 11'I11\, " ~ w/lrnbeddld ....../10i110 .....
.... ..... (W......). 3OllO P.s.L with .... ...... ............
fl.' ~ PI.LID CIJJ.I
... I-f'!!. ..tlt.aI ....... tW ... faoW __ lit ..." __ '.....
.-y. Q.C.
6.) GATU
ConatnIct8II III 1M. 1-1/Z" ...... 11I-'-1 tubulcr ....
w/""->-tp .. ~ In .......... ... ...... fabrIa,.
~bod .... .... 'S' ....... ~ ... __
(een. and poIt COMtnIc;tecI IInlI InItAllled per applIcabI. bultdlne
_ II)' --- -- _u-w).
&.) IMQP PIN
, Ir do. ,.. Ienf ".... red .. ItIteII. PnMdt J/4" do. heIe
r Into ___ fir ...... In ~ ,....... . 3/4" P.V.c.
-- ,. ...... .. .....
7.) SOl.
Sol banot capec:It, to ... at ... uoo ".$1.
CONCRE1E ItIADlRY .u. CllNS'IRlJC1lQN
~.. ~ Oft. ....ttty -'"'I ", -.ry ... ... .. _...._
.... lJlIifomI 1Iu..... eo. (UBC). Cllapw 24. 0....11 ~ ..II
-.lNotIDn ~ ..... ... ._ .. Il*IIfIalI lit U8CO. SeIItIan 2404 (1).
Uht ........ -.ry -'
I. AI ,........... ... ..... ... ......... bin lIlIII.......... to AllY A-I1a.
GratIe 10. 'MOaeI reln~ lid... placed lit ttla lIIIIW !II tile
m-r .... ..... ... ... .... h pooftIan at the lop .... ...ttGft.
2. If . .... .... .... IIOt JlIIa.-I4I wItII . ..tlael .... It ..... IHlt ... .....
...... u.... _ ......101 In . ... (I:').
~ ~ ... ......~ IIICIIl ... etoncIarlI W. tllJIO OUR-o-.u. (or
.....0 at ,.. o.c..
fI. tIclIIw ~ Cancnte "-Y Unlta IlIClII ... ~ wWIt
-fDrmlnt ... AS'N c-IQ, with . m......... _........dI . ........ 011.100
PSI.
II.. IAal'W thGI ... tp iii or '" h _..... wltft M'N o-uo. PIaoII III
m-r h """"'" MIMI with 3'" mortar jWIta. PnMtItI -.w. ........
foc8 till.. IftIlrtor MdtIIne. lIartJantol and .-1Ic:d.
6. r-.. trWt ..... --..n to AS1M C-47t, wltft . mGIIhunl .,..,. IIa
;:. ~ tf' to 10" ..... 0114I . .........Uf1I ......... ~ !II UOO PII at
7. ~ $" x $" a--out IlaIa (.--cut) .. ___ at tile bottam CIDllI'M
!II aI .... to -"1 .-aut ~ ca-.-outlI thaIf ... wal.tt IIfW
~ ~ h _lIGa with AD ~....... and bafcn
~
&. Prfcr to ...... ilia ....t ...... ..... ... ...... .... ... ...... ".,.....
...... tile ~', __ ~ or lItlw tanIgn -ww.. AI........... In
~ 1lIIlInrMnt. ... IIMIII....., ... ... wftII _ '"'" .. .........
.. lMlnt ....... .,..ut ... ... oou..lldo.. .... ...... .... lI4Ir'ator. Fht
1If0llt pour ..... ... atopped 0 """'-" !II 1 - 1/r lMIew lite ... of ttla
mIdIIa ltancI "- ~
CITY OF CLENlWATER, Fl.OAIOA
PUlUC WORICS ADttIIMlSTllATlON
[MQlM[tRlMG
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-
PRIPOSED CREOSOTE IPDSED ,.
RAILROAD TIE.
~RlFOSED a:=~~'. HA::"IU4~S1ZE r. r\ rVERT:~~
~'An.JfOAl) TIt AT 3.!5' C. c. \ ..:1'1 PADPDSED )AS[
HlNIHUH Sm: 8"x 8" ~ ~~~
~ ' , '~ ~';:": /V-PRDPOSEll SUBBASE
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, " '~=.I APPRDXIHATE
\ i, \ EXISTING GRADE
ill !I \ \\ \ ' ....I.SHER
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{ ~ .. ; i . '4 ~;<! PRIFDS(D V 4# STm. RaIl
b . .' .' \; '. .{ VI NUT " VASHER.
!!4 ., i \ '4' . eTO BE TAll COAlED)
, "
. ,.. :! :,..~) PROPOSED ~-WVEN rtL TER FAlIfUC.
11- '. ~ :~: ..:':.: .~.: .-.;:, (\. .IJlNTS AIlE TO HAVE 18" OVERLAP.
- -I"'~ .- :...:f ~l. "'--PRDPDSED aN:RETt
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TREE WELL DETAIL
1.50' MIN. ASPWALT PAVD4tN7'
TVPE $-1
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.--
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9' MINlHUH COMPACTED SUlIGAADE
LIR - 20 AND CDHPACTEJI TO 98X
OF' IWCIMt.I4 DENSITY T -11r1
'" MJNIHUH CEMEHT STAln.nEB lASE
C50 TO e:ICI PSI . 7 DAYs. ')8X T-18O
DR 4' MIN1MJM TYPE AIC-3 ASPHAI.. T
TYPICAL ON-SITE
PAVEMENT SECTION
PROJECT NAME:
SEC"~ TWP. 295 RNG. 1SE
PROJECT
NUMBER
03-1406
SCALE
N.T.S.
CONTRACTOR TO nu AND GRADE F1D4
PRrf'OSED TOP IT BANI< El.EVA~ TO
EXISTING GRADE AT PROPERTY LINE
mJ IE SDDDED>
VPACP(RTY UN[
TtP or JAHlC
tL. - 36.10
100 YR. n- 35.11
25 YR. a- 35.02
VATER llJAUTY
n- 32M!
CONTRACTOR TO nLL AND GRADE
f"ROM PRrf'OSED TtP Of" JANIC E1..
TD EXISTING SVALE ELEVATIIJ<f
CSUJPE VARIa)
I'
-.....
r PRlFERTY LINE
I
....
TIP tF JANIC
n. · >6JII,
1rv~ SOD'" \ \ ...
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lL-'qy------L.j--J:==.-- _ _ --- 4
. -- / - - -
POND TO IE SODOCIl ,~
DETomoN PBm
BOTTt14 a- 32.lIO
SoH. 'of. EL.= 32.00
1. COMTRACTDR TO HA:HTAIN JlETENTtDN POND SIDESI.lPE
UNTIL ACCEPTED IY ENGINEER ANIl PROPERTY O'ofNER.
If' EROSION IXClRS. ct>>lTRACT[Jl TO REMOVE
SETlLEMENT DEPOSIT IN PmID AND ItEPI\IR EADS1[)l
MEA liT Ill) AIlDJT1ONAl. COST TO PROPERTY DIoINEJt
ct>>lTRACTTJl TD SOil DETENTION PCND VITHIN [J.E Q)
VEEK Of' EXCAVATION. ct>>lTRACTtlR TO VATER SOD
DI\IL V UNTIL f1loUlL ACCEPTANCEOf' THE: PRO.JECT IV
nE ENGINEER AND D'JHEIl.
I
ERDSlD'l CONTR[L I
..., IETA'U\I
TO BE SDllIIED
(TVP .)
SJL V. n.- 32JlO
EROSD:Jf C[)fTRDl
<SEE DETAIL>
""'
\
=ronJ
I
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--~
-,.... -
'V
\
CllHPACTED CLEAN F'ILL.. I
($E[ TESTING SCHEDl.LEr--
EXISTING DITCH
TOP cr IWI(
NOTE .
DETENTION POND No. B
DETAIL B - B
EXISTlNG mTCH
PRDPOSE1l 4' VIDE
$lOCVAUC
- CONTRACTOR TO F'D..1.. AND GRADE
f"'RDM PR[J1QSED TtP or lANK EL.
TO PROPOSED SIDEVAI..K ELEVATIIJiI
(SEE PAVING. GRADING' DRADWiE
PLAN F'DR PlKPOSED ElEVATION>
r PR(J>ERTY LINE
n~ EXISTING CONCRETE
Jt.DClC VAU,.
I CDNT'RACTDR TO F'D..1.. AND GRADE FROM
PIU'OSEIl TCP IF JANI( Q.. TO
I EXISTING GIWIE AT PROPERTY LINE
PRIJ>OSED
'JHEEL STOP
TtP IF lANK
EL - 39.05
EROSION CrJHm.
(SEE JIET AIl..)
111I YR. n.. 38.12
~ YR. na 37.77 TOP IF BANI<
~JER~ n. · 39.lD5~
~v.a.z~ -
TO BE SODIED
(TVP') __
/
/
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, ~ _____'--1-:"... _ ~----- 4
--------,---14 ---
CDHPACTED a.EAN rD.L
APPROXJMA TE I PIHI TO IE SDJlDED l~
EXISTING GRADE -1 DET!HTu:t.t PlHJ
BOTTOM EL..- 3551
s.H.V. [L.. 3:5.50
PROPOSED PAVEMENT
(SEE DETAIL)
TO IE SOIlDED
(TV,".)
1.1
,
'V 'V
\II 'V
---
\II
I
-
\II
NOTE I
L CI:IffltACTtlR TO MAINTAIN DETDIT1tJf POND SI1IESLOPE
UNTIL ACIXPTtD BY ENGDlErR ANll PlD'ERTY D\JHER.
If" ~ IXCURS. CONTRACTOR TO REMlVE
SETTUwo;T DtPOSIT 1M POND AND AEP"1A EJlDSION
AlItA "T N1 A.1lIl1TUINAL COST TO ~TY OVNER.
CONTRACTlR TO SOD IlETENTIDN POND VlTHIN ONE Q)
VEEI< DF' txCAVATIlJIl CONTRACTOR TO VATER saD
DAILY UNTIL FlNAI.. ACCEPTANCE OF THE PRDJECT IV
HE EHGIHEER AND DVtI:R.
DETENTION POND No. A
DETAIL A - A
=--\
CDNTRACTlR TO nu AND GRADE
rRC>>4 BACK lY' ClJU ELEVATI~
TO EXISTING nEVATItJoI AT -.1lG.
rnl BE SODDO>> (TVP,)
19'
PAllICING
SPAct
24'
1.9'
PAIlIKING
SPACE
ISLE
PROPDStD ,.
VERTlI:AL CUR
I'WlJIOSED 6.
VERTICAl. CURl
TO BE SODDED
(TVP
- PRDPOSElI
VK:E1.. STtP PROPOSED PAVEMENT
($E[ DEl AIL>
C[J<fTRAC:.DR TD nu. AND GRADE
FROM PWJPiJSED JACK or aJRJ
Tn EXIS I DIG SVAlE TIP IF BANK
ElLVATIDN. (1'0 BE SODDED)
r PROPE1lTY LINE
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PAOPOSED
VHEEL ST[J'I-
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/ -EROS~ Cl]NTR(L
(SEE DETAIL)
I
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APPRDXlHA TE
EXISTING GRADE
t F.
"1
PRIJ"OSED PAVEHEHT
CSEE DET An.>
--
-
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--
---
--
-
-
CIlMPACTED CLtAH nu
<SEE TESTING SO€DULO
\
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--
DETAIL C - C
EXlISTIHG S'ofALE J
TDP [F lANK '-
EXISTING SVAl..E
J
..J
CtJoITRACTtR SAV CUT EXISTING
EDGE OF PAVEMENT PRIOR TO
CONSTRUCTI[J\I [F DRIVEVAY
OUSTING SWTH FlIRT HARRISllN
AVOIJE PAVEMENT
-~\1~
1.0. ASPHALT CONCRETE
FRICTION COURSE <F'C-3XHIN>
I
38.30
I
151" MIH. ASPIW..T PAVEMENT.
TYPE $-1
........
....
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~.;~~~.t:.1..':-.. ,^, r:~s~~~
3# 0010 ($-1) ASPHAL T
(STRUC~AL. COURSE> \
'" <HIN) CEMENT STABILIZED BASEl v~ r.~A~~~T~~'l'
<150 TO 250 psi) or MAXIHUH IlEHSITV T-l90
~XIMATE LDCATItJoI
~ TYPE .1. STAIILIZATION I EXISTING 18" ACP APf'Rll)(IMATE
<Hoo, LJR 40 MIN. DRIYEW A Y CROSS-SECTION ElClSTING GRMIE
DETAIL D - D
"
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3OClO PSI ClJCRETE
( ~T !IS DIIYS )
..
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HDTE I
CUT PVt PIPE TO MATD4 SUI'E
IlF lANK SllJIE
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Q ADM
JDJIt.E THIS JI~
FDR TVD PJJIES
PVC PIPE COLLAR DETAIL
DESIGNED BY
DRAWN' . aY'
CF"EC~D~~ B')~,
O^T)(.-~' .,/
A~",~j'-- t./f/0
~UL V. SH..E:R~~.~~G. (NO. 3S628
PVS
GMc
PVS
4-.30-0.3
SHEET
NUMBER
NO. DA TE BY
REVISIONS
DRAWING TYPE
WA TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
PAVING. GRADING AND DRAINAGE DETAILS
C 2002 by Profe.nonal
Eqineerinl Re.ource.. Inc.
All Rilhts Resenoed
The arrlllllements depicted
herein are the .ole property
of Prote.lional EnVneer1nc
Resouroe.. Ino. and may not
be reproduoed in any form
without its written permi.sion
PROFESSIONAL ENGINEERING RESOURC S, INC.
64.6 94th AVE, NOR'I'B ST. PETERSBURG, FL. 33702
CIVIL ENGINKERS. PLANNERS, PElUOT EXPEDITORS (727) 578-2007
o PRELIMINARY
. CONSTRUCTION
o RECORD
10
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DEFINITIONS
RtKlUlatorv Soeed (In Work ZontJs)
The maxlm.Jm permltfed travtJl speed posted for the work
zone os Indicated by the regulatory speed limit signs. The
work zone speed m.Jst be shown or noted In the plans. This
speed should be used os a design speed to determine runout
lengths. departure rates. f/are rates. lengths of need, clear
widths. toper lengths, crash cushion requIrements. marker
spacings. supere/evatlon and other sImilar features.
AdvIsory Speed
The maxlrom recommended travel speed through 0 curve or
a hazardous area.
Travel Way
The Intended path for vehIcular trufflc through or around
obstruct/ons In construction. maIntenance. utility and other
work zones on highways, roads and streets. For traffic
control through work zones. travel way Includes auxTllary
lanes. shoulders and any other permanent or temporary surface
Intended for the path of vehicular trafflc.
Detour
A temporary travel way that branches from the d1rect or
r(J(}Ular route of travel, to bypass a section of the route
which 1s closed or blocked by construction. major ma1ntenance.
roadway damage or a traffle emervency and that rejoins
the direct or regular route beyond that section.
Above Ground Hazard
An above ground hazard Is any object. materIal or equ1J)/T1ent
other than trafflc control devIces that encroaches upon the
travelway or that Is located withIn the clear zone which does
not meet the Departments safety crIterIa. I.e., anythIng that Is
greater than ~ 1n he1ghf and Is f1rm and unyIelding or doesn't
meet breakaway r(JQU1rements.
CHANNELIZING AND LIGHTING DEVICES
Chonnel1zlng and I1ghtlng dev1ces for work zone traffic control
shall be os prescrIbed In Port YI of the J.lUTCD. subject to
supplemental revIsion and certifIcation by the office of the
State Trafflc EngIneer.
PrImary work zone trafflc control devIces are shown on Sheet 5
of 9 for the purpose of ready IdentificatIon. SpecificatIons for
the devices ore under the authorIty of the State TraffIc EngIneer.
DROPOFFS IN WORK ZONES
Acceptable warnIng and barrier devIces for traffic control at
dropoffs In work areos ore detailed on Sheet 5 of 10.
Unless otherwIse specifIed in the plans. the contractor may use any
of the barrIer types (IncludIng opffonol shoulder treatment) shown
in note J of sheet 5 of 10. Optlonol shoulder treatment shall be
Included under Lump Sum /JOT.
WARNING LIGHTS
WarnIng lights shall be 1n (J()COrdance w1fh SectIon 6E -5 of the /JUTCD
except for the application limItations and methods of payment sf1pulated
belowl
REGULA TORY SPEEDS IN WORK ZONES
Traffle Control Plans (TCPs) for all projeots f1XJst Include specific
regulatory speeds for each phose of work. This can eIther be the
posted speed or 0 reduced speed. The speed shall be noted In the
TCPs, thIs Includes IndIcatIng the exIstIng speed If no reduction
Is to be made. ReQUlatory speedS ore to be uniformly established
through each phase.
In general, the regulatory speed should be esfobl1shed to route
vehIcles safely through the workzone os close to normal hIghway
speed as possIble. On limIted access faclllfles the posted speed
for Work Zones should not be reduced below 55 JJPH.
On other faclllf1es the regulatory speed should not be reduced
more than 20 UPH below the posted speed and never below the
m1nlm.Jm statutory speed for the class of facility. ThIs reduction
Is to be done in 10 UPH per 500' increments.
Temporary regulatory speed sTgns shall be removed as soon as the
conditions requTrlng the reduced speed no longer exist. Once the
work zone regulatory speeds are removed, the regUlatory speed exIsting
prior to oonstructlon will automat/cally go bock Into effect unless
new speed limit sIgnIng 1s provIded for In the plans.
On projects with Interspaced work actlVlfles speed reducflons should
be located In proximity to those actlVlfles whIch merit a reduced
speed, and not -blanketed" for the entire project. At the departure
of such actlvtfles, the normal hTghway speed should be posted to
give the motorist notice that normal speed can be resumed.
If the exIstIng regulatory speed Is to be used. conslderaflon
should be given to supplementlng the existing slgns when the
construction work zone Is between exIsting reQUlatory speed sIgns.
For projects where the reduced speed condmons exist for greater
than one mile In rural areas (non-Interstate) and on rural or urban
Interstate. addlfTonal regulatory speed signs ore to be placed at no
mare than one m1le 1n terva Is. Engineering judgement should be used
In placement of the additional signs. LocatIng these sIgns beyond romp
entrances and beyond major Intersections are examples of proper
placement. For urban sItuations (non-lnterstate), oddltlonol speed
sIgns ore to be placed at a maxlm.Jm of KXXJ' apart.
When field condltlons warrant speed reductrons greater than those
shown In the TCP the contractor may submIt to the project engIneer
for approval by the Department, a sIgned and sealed study to Justify
the need far further reduclng the posted speed, or. the engIneer may
request the Dlstrlct Trufflc Operatlons EngIneer (oTGE) to Investigate
the need. It will not be necessary for the DTOE to issue regulations
for regulatory speeds In work zones due to the revIsed provIsIons
of F.S. 316.ar45(2) (b). Advisory Speed plates wlll be used at the
option of the field engIneer for temporary use whlle processing a
request to change the reQUlatory speed specffled In the plans when
deemed necessary. AdvIsory speed plates cannot be used alone but
m.Jst be placed below the construction warn1ng sIgn for which the
advisory speed Is requIred.
For addTt10nal Informaflon refer to the FOOT Roadway Plans Preparat10n
Manual. Volume I, Chapter 10.
CHANNELIZING AND LIGHTING DEVICE
CONSISTENCY
Barricades. vertlcal panels. cones. tubular markers and drums shall
not be lntermlxed within elthe,. the lateral tronsltlon or wIthIn the
tangent alignment.
PEDESTRIANS AND BICYCLISTS
When on exlstltJg pedestrIan wG'/ or bicycle way Is located wlth1n a
trafflc control work zane, accommodation IWSt be maIntaIned.
NIGHTTIME FLAGGING
NIghttIme flaggIng will requIre proper lIIumlnotlon of the fl(Jl(JfJer.
A well Ilghted flaggIng station and/or a reflectorlzed paddle or
reflectorlzed flag. piUS a flashlight. lantern or other I1ghted
sIgnal that wlll d1splay 0 red warnIng light shall be used.
Ughts. reflectorlzed paddles. reflectorlzed flags and reflectorized
vests. shIrts or jockets approved by the Department f1XJst be used
to flog traffic at night. The STOP face of paddles shall be
ref/ectorized red with white reflectorlzed letters and border. and
the SLOW face shall be reflf!JCtorlzed oratJge with black letters
and border. Flagger vests, shirts or jackets shall be reflectorized
orange.
The flogger rost be clearly vIsible ta approochlng trafflc fair 0
distance sufficIent to perml'f proper response by the matoris~t to
the flagging Instructions. and to permIt traffic to reduce speed
or to stop as requIred before enterIng the work site. Floggers
sholl be positioned to maIntaIn maxllWm color controst between
the floggers reflective (}Orments and equlJ)/TIent and the work area
background.
Flashlnq
Type A Low IntensIty F1ashlng WarnIng LIghts are to be mounted on
barrIcades. drums. vertIcal panels or advance warning signs (except
as noted below) and ore Intended to conflnual/y warn drIvers that
they are approachIng or proceedIng In a hazordous area. FlashIng
lights shollmt be used to delineate the Intended path of travel, and
DD1 placed wIth spacIngs that wlll form a continuous line to the drIvers
eye. ThfJ Type A light will be used to mark obstructions that ore located
adjacent to or In the Intended travel way. Type A lights shall M1 be
used In conjunction with the first advance warnIng sign nor the
second sucfi sign when used.
Type B HIgh IntensIty FlashIng WarnIng LIghts shall be mounted on
the flrst advanced warnIng sIgn and on the flrst and second advanced
warnIng sIgn where two or mare signs are used, this applies to 011
approaches to any work zone.
REFLECTORIZED RAISED PAVEMENT MARKERS
ADJOINING AND/OR OVERLAPPING WORK ZONE SIGNING
AdjoInIng work zones may not havfJ sufficient spacIng for standard
placement of signs and other trafflc control devlces in thelr advance
warn1ng areas or 1n some cases other areas wlthln theIr traffic
control zones. Where such restraints or conflicts occur or ore likely
to oc:x;ur. one of the followIng methods will be employed to avoId
conflicts and prevent conditions that could lead to mlsunder$fandlng
on the part of the traveling. publIc os to the Intended travel way by
the trafflc control procedure applied:
(0) For scheduled projects the engineer In responsible charge
of project desIgn will resolve anticIpated work zone conflicts
during the development of the project trafflc control plan.
This may entall revlsion of plans on preceding projects and
coordination of plans on concurrent projects.
(bJ UnanticIpated conflicts arising between adjoInIng In progress
hIghway construction projects will be resolved by the ResIdent
EngIneer for projects under hIs resIdency, and. by the D1strlct
Construcflon EngIneer for in progress projects under adjoining
resldenoles.
(c) The DistrIct J.lalntenance Engineer will resolve antlelpated and
occurlflg conflicts under the followIng work zone condlflons.
I. With1n scheduled maIntenance operations.
2. Between scheduled malntenonce operat1ons. malntenonce
construction. permitted works and/or In progress hIghway
construction projects.
(d) The Unit Maintenonce Engineer will resolve conflicts that occur
within routine maintenance works: between routIne maIntenance
work, unscheduled work andlor permlffed work: and. between unit
controlled maintenance works and hlglM'ay construction projects.
INTERSECTING ROAD SIGNING AND SIGNALS
Signing for the control of trafflc entering and leavIng work zones
by way of Intersecflng hIghways. roods and streets shall be adequate
to make drivers aware of work zone conditions. Under no condition
will Intersecting leg sIgnIng be less than a ROAD CONSTRUCTION
AHEAD sign. IncludIng light and flag. for approachIng vehicles and
a END CONSTRUCTION Sign for departure vehIcles.
Ex1stlng traffic slgnol operatIons that requIre modifIcatIon In
ordtJr to carry out worle zone traffic control shall be included
In the TCP and be approved by the DIstrIct Trafflc Operat1ons
EngIneer. The need for temporary sIgnal loops or other methods
of actuation sholl be determIned by the DIstrIct Traffic Operations
EngIneer and the desIgner and included In the TCP.
TRAFFIC aJIfTRDL T1IIftU1H I'llI'lIl' laiES
GENERAL INFORUA TION FOR
TRAFFIC CONTROL THROUGH WORK ZONES
2 of 10 600
REMOVING PAVEMENT MARKINGS
ExIsting pavement marlclngs that conflict with temporary work zone
delineation sholl be removed by any method approved by the EngIneer.
where operations exceed one daylfght perIod: however, paInting over
exIsting pavement markings will not be permitted. Full pavement width
overlays of either asphalt concrete Type III. or FC-J Is 0 positive
means to achieve obliteration.
SUPERELEVA TION
HorizonfrJl curves constructed In conjunction wIth work zone
trafflc control should have the requIred supere/evation applied
to the design radII . Under cooo1tlons where normal cross slope
controls cufVature. the minim.Jm radii that con be applied
ore I1sted In the table below.
IJINIJiUIJ RADII FOR
NORMAL ~ Sl1JPfS
OCTOOR IJINIIlUIJ
DESIGN RADiUS
SPEED R
IJffl
65 JaJ
60 f<<X)
55 IIHO
50 1390
"5 l)MJ
<<J B2f)
J5 6D
~ .cD
Super"IYaf, WhIII S.lIIer /tadll Used
LANE WIDTHS
Lone wIdths of through roadways should be maintaIned through
work zone travel ways wherever pracflcal. The mlnlm.Jm wIdths
for work zone travel lanes sholl be os follows:!/' for Interstate
with at least one 12' lane pr(]ollded each direction, unless formally
excepted by the Federal Highway AdminIstratIon: 1/' for other
freewaysz and. 10' for all other facilities.
Class A or B RPJ.I's shall be lnstalled on the lanellnes of transitions.
cross(]olers and detours and on the edge lines of gore areas withIn the
work zone. The spacIng sholl be .f() feet on tangent sections and
2!J feet on transltlons. curves and crossovers. It shall be the contractors
responslbl/Jfy to replace damaged or mIssing RPU's. This cost shall be
Included In Ihe cost of the temporary RPJ.I's substlfuted.
Steady-Burn
Type C Steady-Burn Ughts are to be mounted on barrIcades, drums,
concrete barrier walls or vertIcal panels 000 used In comblnotlon wlfh
those devIces to delineate the travel way on lane closures. lane changes,
detour curves and other sImilar conditions. Steady-burn lights ore
Intended to be placed In a line to delineate the traveled way through
and around obstructions In the transition. buffer. work and termlnoflon
areas of the traffic control zone. TheIr Intended purpose Is JJJJ1 for
warnIng drivers thot they are approachIng or proceedIng through a
hazardous area.
SIGHT DISTANCE TO DELINEATION DEVICES
TransItIon tapers should be oINlous to drivers. If restricted sIght
distance Is 0 problem (e.g.. 0 sharp vertIcal or horIzontal curve).
the taper should begin well In advance of the vIew obstruction. The
begInnIng of tapers should not be hIdden behind curves.
OWNER:
WA TERFRONT INVESTMENT
AND DEVELOPMEN~ LLC
10225 UUlERTON ROAD, SUITE 3D
LARGO, FL. 33771
SIGN COVERING AND INTERMITTENT
WORK STOPPAGE SIGNING
LENGTH OF CONSTRUCTION SIGN
The length of constructIon sIgn (G20-/) bearIng the legend
ROAD CONSTRUCTION NEXT _ J.lILES Is required for all
projects of more than 2 miles In length. The Sign shall be
locoted at begIn construction poInts.
Existing sIgns that conflict with temporory work zone sIgning shall be rtJlnoved
or covered os approved by the engineer. Traffic control sIgns that require
covers when no work Is beIng performed In a work area shall be fully covered
wlth 0 durable opaque sheet materIal. Piastre fllm and woven fabrics 1ncludlng
burlop w1lJ not be permlffed. Coverlng of only the legend or symbol wlll not be
permitted. Reflective coverIngs will not be permTffed. HInged slgns deslgned
to cover when folded and sIgn blanks w1lJ be permitted.
Covers. blanks. hInged panels and IntermIttent work stoppage shIelds and plaques
are IncldenfrJl to work operation signs and are not to be paId for separately.
J of 10 600
GENERAL INFORMATION FOR
TRAFFIC CONTROL THROUGH WORK ZONES
F.D.O.T. INDEX NO. 600
PROJECT NAME:
PROJECT
NUMBER
03-1406
SCALE
N.T.S.
NO. DA TE BY
SEC. 21 TWP. 29S RNG. 15E
WA TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
PAVING. GRADING AND DRAINAGE DETAILS
END CONSTRUCTION SIGNS
The END CONSTRUCTION sIgn (G20-2) should be erected approximately
500 feet beyond the end of a constructIon or maIntenance project.
unless other distance called for In the plans. Where other Construction
or Maintenance Operations occur within one(/} mile. thIs slgn should
be omitted and signing coordInated In accordance with Index 600.
ADJOINING AND/OR (JI/ERLAPPING WORK ZONE SIGNING.
CONSTRUCTION SIGN SUPPORTS
All past mounted construction sIgns sholl be Installed on either round
aluminum or steel channel post as specifIed In the table below.
SUPPORTS FOR J.lAlNTENANCE OF TRAFFIC SIGNS
SIGN SIZE SIGN ROUND DEPTH IN STEEL EPTH IN
BRACKET AWU. GROUND CHANNEL GROUND
2.rf'X3fJ' 2-1 2.ctXII8" 2'-(1' 2.5 FlU J'-(1'
48"XJ#8I 2-1 ,
DIAMOND 1-][ J.5"XJllftI
6fY'X4!r J -1 J.f/XJII6"
2.f1XJ(J' 2-1 2.(fXIIEf
4S'X48" 2-11 J.(fXI/tr
6(fX2~ J -I J.(1'XIIlf'
5fJ'XJ!r J -1 J.5-XJllft
* FIM Indicates Type F or Type '"
** RequIres twp J.(1# steel channel (FIJ.I) at 2'-ft center to center.
All sTgn brackets shall be Type L The total number of brackets shall
be per post os tabulated. exoept the "Dlamond" sIgn whIch shall use two
Type 1 brackets per post.
The of.(1# steel channel sholl be installed wIth approved breakaway bases.
Refer to DesIgn Standard 1/860. Sheet 2 of 2 for sIgn bracket details.
and 1/865, Sheet I of I for steel channel details and approved breakaway bases.
DETOURS
Detours can be located eIther wIthin the direct or regular route
boundary or over hIghways, roads or streefs outside the dIrect or
regular route boundary. EngIneering judgement should be used to
determine when detour signing Is requIred for mInor shift to the
direct or regUlar route.
J'-~
J' -4'
2' -(f
2' -(11
2'-ft
J' -.f'
**
**
2.5# FIJ.I
**
J.o- F /U
4.0- F /J.I
VARIABLE MESSAGE SIGNS (VMS)
The VJJS can be used tOI
(/) Supplement standard slgnlng in construction/maIntenance work zones.
(2) ReInforce static advance warnIng messages.
(J) Provide matorlsts wIth updated guidance Information.
The message should be vIsIble and ledglble at a mlnlron d1sfrJnce of 900
feet. All messages should be cycled so that two message cycles ore
dIsplayed to 0 driver while approaching the sIgn from 900 feet at 55 mph.
VUS should be placed approx. 500 to 800 ft. In advance of the work zone
conflicts or Ii to 2 miles In advance of complex trufflc control schemes
whIch requ1re new and lor unusual traffic manetNers
If VJ.lS are to be used at night. the IntensIty of the flashers shall be
reduced during darkness when lower IntensifIes are desirable.
For additional InformatIon refer to the FOOT roadway Plans Preparation
Manual, Volume I. Chapter 10.
CLEAR ZONE WIDTHS
The term 'clear zone' descrIbes the unobstructed relatively flat area.
ompocted by construction. extendIng outward from the edge of the travel
way. The fable below gives clear zone wIdths In work zones for medIans
ond roods Ide conditions other than for roadsIde canols, where roadsIde
canols ore present ~ olear zone wIdths or! to conform with the dIstances
to canals described In Vol. I, Ch. 4,sec. of.2 and ExhIbIts 1-4-C and
1-4-0 of the Plans Preparation Uanual.
ROADSIDE BARRIERS
When connecting temporary concrete barrier wall to guardrail the
connect/on shall be made In occardance wIth Index No. 4/0.
ABOVE GROUND HAZARD
Above ground hazards (see definitions) ore to be considered work areas
during working hours and treated with appropriate wark zone traffic
control procedures. During non -working hours. all objects, mater/als and
equIpment that constitute on above ground hazard ITXJSt be storedlplaced
outsIde the trovelway and clear zone or be shIelded f1t a barrIer or
crash cushion.
For above ground hazards wIthIn 0 work zone the clear zone reqUired should
be based on the requlatory speed posted during construction.
CLEAR ZONE WIDTHS FOR WORK ZONES
WORK ZONE SPEED WIDTHS
(J.lPH) (FEET)
60-70 JO
55 24
45-50 18
JO-40 14
ALL SPEEDS of BEHIND FACE
CURB & GUTTER OF' CURB
T1W'1'IC mma. THIf/IJIlH IIOW allIIES
GENERAL INFORJ.lA TION FOR
TRAFFIC CONTROL THROOGH WORK ZONES
-4 of 10 600
DIMENSIONS AND QUANTITIES
" sf CONCRETE SLN3 ref) II SODOING (sa. YOS.J
G Slngl. Trl/J/e CUad. Slngl. DoubI. TrIpi. fbJd. Slngl. DoubI. Trllll. CUad. II S.. Genert11 Not. No, 3.
0 X A 8 C E F Double N
PIpe PIpe PIp. PIpe Pipe PIpe PIp. Pipe PIpe PIpe PIpe PIpe 5.. SM.t 5 Of 6 For Y' Slab QJantmu
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Slope 6'. . I ., If !l
6'. ., / . ,~ ; . b. <> COrtcr.fe slab sIKIlf be de'fW/fId to form brIdge ocrou CT(J';HI of pIpe. S.. secffon below.
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211 For PIpes H' NttI t.JNr1er.
211 IJff.n To r Pipe For PI".. 111' And SmtIIlfIf'.
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TOP VIEW -MUL TlPLE PIPE
SIde 011r:h Grade
NOT6 5,. .at 6 for details <<td notu.
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5' Sod
E
F (Pl To B. Included Undv Unit Prlf>> For Mitered End SldlonJ
SECTION
MITERED END SECTION ROUND CONCRETE PIPE
(F.D.O.T. INDEX NO. 272)
REVISIONS
C 2002 b7 Profe.nonal
En&ineerin& Re.ourcu, Inc.
All Rlfhta Reaervecl
The arrUllements depicted
herein are the .ole properl.7
of Proteaatonal ~eer1nC
R..ourcee. Inc. and may not
be reproduced in any form
without tts written permi.llion
DESIGNED, BY PVS
DRA WN 'BY. GMc
-.:--
CH.E9K~ Y PVS
Di\1'E ",...' 4-30-03
'AP' , Eb
-/. ',/,y-t- ~ "c/L--
// V <-::!!:::.f -/ 6:>
DRAWING TYPE
SHEET
NUMBER
o PRELIMINARY
. CONSTRUCTION
o RECORD
/
1 1
PROFESSIONAL ENGINEERING RESOURC S, INC.
648 94th AVE. NORTH ST. PETERSBURG. FL. 33702
CIVIL ENGINEERS. PLANNERS. PElUI1T EXPEDITORS (727) 576-2007
~- ("' ..
PAUL V. ~HEiJM;'>-~G. NO. 35628
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Note,
The sIan sh!elds. symbols and messages contaIned on thIs sheet are
provIded for ready reference to those sIgns used In the development
of the 600 serTes Roadway DesIgn Standards and ore commonly used
In the developfi1eflt of traffle control plaliS.
For oddltlonal srQus and sIgn detafl Informotfon refar to the STANDARD
HIGHWAY SIGNS MANUAL as spoolflBd in the MUTCD. sp&Oral sIgns for
trafflo control pions will be os approved by thtl State Traffic Plans
EngIneer.
Th, sIgn codes shewn on thIs sheet are for the purpose of Identfflng
cell lKIl1Ies f(JIJfId ill the TraffIc Control Cell Ubrary (TCZ.CellJ on the
CADO system. The STANDARO HIGHWAY SIGNS MANUAL should be
referenced for the offIcIal sIgn codes for use In the development of
traffic control plans. See Il>dex 17355 for MOT slan details.
COLOR COOES
Legend and/or Symbol / Bockground
O-Orange (ReflectorTzed) R-Red (Reflector/zed)
8-B/ack (Non~R(Jflectorlzed) Y-Yellow (Reflector/zed)
W.White (Ref/&ctorized) G.Green (ReflectorizedJ
COMMONLY USED WARNING AND REGULATOl~Y SIGNS IN WORK ZONES
CASE I
F. /.1St /lit FreHtIY t1fIfI
~~,.~
llIl ftllnlrn..
IlalnllM OrMntlI.sm
, ~\ I
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If l/idlfJll W1rJ#I DDa NDf Allow S'Iit. OffSfl#
Froa &lfII~. ClInt" SJr1n 1II11edJon.
CASE I!Z (Merge STgnJ
For (I.. ()) AI; 1IJra1. FI'H*rI1 And EJtpru8Wlf1 Srp1-.
14' 1111l.
t
'r
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14' 1I11l.
I
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CASE ZII (REST AREA .. EXIT GORE SIGNS)
For Ila 07 All FroWQy AntI E~ ~
if'lIlrtl_
I
I
,
[I
/~
I \ IIalnllne Drftlnl t.JN
WA TERFRONT INVESTMENT
AND D~V~LOPM~NT. LLC
1 022~ ULUERTON ROAD, SUirE 3D
LARGO, FL.. 33771
TRAFFIC SIGNS DETAIL
F.D.O.T. INDEX NO. 600
."!'.I\:
CASE D
CASE III
F. lis. lit All FfurrII RDod6 ArId
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TYPICAL SECTIONS FOR ONE
COLUMN SIGN PLACEMENT
F.D.O.T. INDEX NO. 17302
PROJECT NAME:
SEC. 21
TWp.29S RNG. 15E
NO. DA TE BY
REVISIONS
WA TfRFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
PAVING, GRADING AND DRAINAGE DETAILS
EEl
~
R47AL
B/W
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TYPE 0
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SECTION
TYPE E
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II CAST IRON GRATE NOT /
II PERiiiTTED ON iNLET TYPE D
SIGN CODES AND OESeRI PTIONS
TRAFFIC CONT!1Ol. THfIa1!l/1 ltI'.l'M' 1.r:1IES
~ Of CI/ItJJhYJHm PIN W I
E;ri CINJr.s:fl;t;. $1;13 IlW ,
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o.twr _ lie Il
J!JrI /)0#51_ W .sA
_ s,.. LIlt IIiI ..
_ $.ill RIIiJI IOi I
__SIl/ItI.J1tt 1IiI.
~~s:..RI;llit ::~
".S!lIPI ..,
'f.iitl S9r liIf MS
s,..- l.Wt $!fit WI lW"
I/;;tk;l;I ~ AJlWi S1F ll'IlL
1lI1tt1t ,.,. StpI W If
I'lIIlI Writ Qn SVl !I'f tL
l)!Ia 1M CUIr tma " III
'-lHtftttS}llilll/ 11\I)1
..... It... LIlt Willi _ q I
K-. U/I S/1W>>I WiI! .
..... It.. RIf/I/ WIlII_ WAS ,
~ II., lMT Witt D1<>;pIII ~7W 1V2l1/A
iiIrdt ~ M;; ltiHr ~ ""-Wilt II
0. NrII &Ir S1fII tlat If:
It;sd CIraII ll'S "
TWft Stan wallE
ar.. $ll:It. MD IT
""'- "'" _ WilD .-
....... o.n. _ 'ffiD IS
~ _ _ S1iW/e W8J If:
~ _ .$VllJlllJ>M
"*- ~ SIpt
~N-*"""~
_1ohW ~
yWtlIJiMl II1;nt lI-..
"*11 _ $;ooiao/
~ "'.. S'J:*I
IirI1/I S1go
tma__ ~
A 1ItJlJI1ftJtTr;;d s.p
IWtatf ._ ....
--~S1/1lItlII
/JIfliltff H/fIti1ft' IfruI ~
1:A'f:&I H~ It=I E/;I1J
1\Ie ...... tntlho S/f1'
lYlI
/lOI
I'rN.-rI &ill S.,.
Wt SlrtJuItW
~ 11'.... ... $IjJIt
TIUIlt er-IIw
'-- IbrtI
,.,... ,.. Witt iilnlMIt
"""~
Jjj;r~S;ii/IrII
- ""--' ~
I.I:If !.- &iI
IIIIJ/I/ u.. Er*
lJN &* MI/JI. I.IIltt
UN &* !/up I'tIi;rI
RtilInlIII __ JIIoolt
- - $!fit
U. ClIIuwA Sip
NM-r ~ PIiIJe
kI.IRlt l'iiiiIt OWl SlQ f'Nt
~ RIIIIi em.; lUiIl'wI
~ R:JlId Cl1Mf I<<1IJ I'm
~ ~ Ci;/IiI HiiIf 1/,0;.
Itt#IflIrqf /'brIIf C\l!lIf ~ 1/1.
f'I:# !:IN!f'.IIItt= ##III
__ I)r/OW NifLIII
#I#:r:t fhdN! D F_
~~<<mFwI
--
GENERAL NOrES:
;. TM fyp1Qai $<<1flotll shown h;tr1fQfl SON'
as a ~/da for Itx;atlntl 1M froff1t;
s/grls r~/fI/Id li/rdv vorltiUI I'tJtid!ski.
oondlflOll&. For .lZf and detail. gf sTgtl
~rwtlon and fDotlflg. ref", to the
approprlaf' Ifandard Ifldu rJrr/Nlng far
rO<<JsldII. sign.
2. If $hall t. tht CONTRACTORS ra~ -
sIb/lily ta WIrily 1M IfI{!(!fh ttf slgn
SUp/>iJi1S lfi tt-.. fleld prff;r to fl1iil'lcatlt'ilJ.
3. Road6lc1e 61clt16 .,1 be fMfollad at IJII
(Jt/{//. gf I fo . degreu. iIIOW fl1)ill fh4
traff1tJ fiowl". 1Ilu8tratlon1.
Shooldtir ilIDiJljt<<llllgil& Shall biI r'Dtatrtd
OlIUtIffJf'DfOaiNfTs. tMJd median I'MJUllted si(1flll
rohJfM rlIur;hr;T$e.
$igns on curv.. lIhtJiJ be /1/tJUnfttd D6 not"'
aIiU.. ff'lJill th6 PBTpe.id1ciJlor fo the motorllfll
Ifllt r# .Ig;,;.
s'1:~
11~~CM~
t1'l!l11D
ellilE
1'1/1 :J
r!D4
lFiDst
'iI/i!D !JR
W8J!!I:
iJlij;
MU:
WID 7
'idtl7A
'IIM"!1:
W1J I
'lft!l1A
q.f.
.,.,
illU
tI~,
wat
tilE!
iiUT 1
iiUT II
JDr3
iiJT 4
lIlT !L
Jil1T 6It
WfM
Ii/:r a
IIur 7
!II1T .
I/Ur .
r' Of Grm
~~~
rJ .-~.~.-. . '- ~ ~ I~
~J:
HALF SECTION c/J.sr IRON GRA rES
TYPE C
Approx. WeIght 235 Lbs.
CAST
IRON
4'-4'<<
~
~
-I
~
"
.
~~
":;&/
~ ill
:t:!Q
t.(.
fIol. ,
~ ~.... J
Z Ii]
:tlfl
TYPE C
Sfrtt/ght &/', I!'Jl f
Reflaullne Bars It x..
8at'IcI6 I. I ~ t"
ApproJl. WiJij# 100 ~.
TYPE D
Strr11ghf Bars it'x f
Retlcullne Bars It xl
Bands Ifxt"
App/W. "'tIght IllJ l.bt.
INLETS
J y...,- ~ - 2t
~1. t:!-s-~~~~~1 ~
~ ~ 1-
'tT- ~ 't
~ - ~
~!
T
I n-4" .. ---'
~C ... b.l
~~', .W'
TYpe E
G RATES Approx. Welgirt 4&5 Lbs.
3'-4'
-,
1'-2#" 6'-'" 11'-2j'"
r ~ '-.. GlWI~ \ 1
t ~ SN~iD 11
!I"~ II) r.,. I ~51"
I I .
~ !:E!: ~l 1~~*4 em
i;:""'- +.: --- -.-;:=t-- 4- .......,... __ ~ =+ · 12' Cfrs.
0'_"
To
e'~ '"
I
'"
l\if
I-
~... II
!H~
TYPE E
Stralgl1t Bar6 ~It t
RetlaJl1l1li Bars I*" It 1
&mds Ji"x//
Approx. We;ghf 215 I..M.
i'H+
i
{!
1tI0
:1 {
~
Kl~
:fl
"1
" I) c!
~re~~
\
-r Of Plpe.-
OTo. +r-~
,~
1'-4
I
~-7"
f-"a'
T
"'I"
r.f"'"
PLAN
!l'-rI'
SECTION
TYPE H
~'IIJad I/axIIN6/ P/~ SlztJr
y.g Vlt1f/-1M" pt~
r -if Wt1/!.,~tJMP-
I 6'-fI' i ~.
~1~*'11/f . '1.. 1 i
~ ill mlIDllm ~
~ ci ~llm llll1 ~
~"' _ J~T
~I 6'-fI' I
TYPE H
Approx. W.(ghf 725 Lbs.
6'.5-f
JI Spacu ~2r
J2 lW$ . i'
Band
't
'"
&:md
TYPE H
stralgM &n Z'x f
R.tlculI". Bar6 I. It.(
f$.'JIWJ$ li.ji.
Approx. Walght 315 l..bs.
9 of 10 600
NOTICE: Steel Grates Are RequIred On Inlets WTth Traversable Slots And On Inlets 'Hllue Bicycle Traffic Is AntTcJpated.
STEEL GRA TES
<:=
c::::C>
ROAD
CONSTRUCTION
1500 FT
of. T.", set:b11::k f'Jl' stoD and yfeld s.Tgo$
~ /uI retJJctid fD Y III1nliiulll ffTJIII ffiJ drlvlf!fl Ian.
!f tnJ!~ for vlslbllltY I1r tasll!l!ss or ruldfnttal seatlOl'ls wIth
fIt1 ClII1J rvtd fJPfIlICI6 of'")(J IJPH or IISS.
5. The I/IOlJhtlrlg hII~ ar, R*1S/KH ff(jjf/ the b11tIPIII
of' "" ~lafI AA~ to tJ f<<'llOIItal 11M extOllded flT)!l/ the
q. of' fhtI d;1vlf4 Ian.. ,'f IIn; ~ htt1gMll WIlOOt /uI _to
the m1nT_ holghfl are tJ! ftJlkNll
/f!ff!:!4I!!l,~.Freeway Symms r
Of,,/ir R'"JC;f SjNUII S'
Urb:in (la;JudTIl(J ruldarltltJI wIth
parttllfl rnrVor pttdw;frtan tJt:IMtyJ r
If a s~ 61jJ1l I. DllJjJiJtad belrN "" ItO,}or sl(/llJt.. nWOI'
/J/fl'I 8ht111 t. at fflDllf i1 und fM IJecomJary stflll at IIlCJff sr for
dXpI'BfiSVlay I ',away il',ffItImI aJ'td for olht;r symilt$ th. t14lght ttJ
the sttOiJi1dtn IJI(JII nil /uI at IIlCJff 4' for rural and ft f"
urbon s<<:tlor>6.
~
~
SYMBOLS
6. Sign JtJpjJt)t'n 4hou1d i1iW$/' ~ p1oi:&d in dili:hU iIihit'. 6IW1on ~
qfflJCf flit PrOPer OMraffon ttf the brtsaM..Ntv ffJOf'JrtI. It 1$ al:io
ptltitbl. Hi:Jt tJ WthlaJe lttt1tirtng 1M dilCh "iifghl ". ~idbd liito the
:up{#1.
~
()
Sign With Ill' x I/J' (Mrn.) Orange
Flog And Type BLIght
Type I Or Type JI Barricade Or Vertlcol
Panel Or Drom (With steady BurnIng Ught
At NTghf Only). Tubular Markers
May Be Used DurIng Day;;ght Only.
Type I. Type JI Or Type III Barr!cade Or
Vertioaf Panel Or Drum (With FlashIng LIght)
PROJECT
NUMBER
03-1406
SCALE
N.T.S.
Work Area
8
t
lJ1
0--
Work Zone STgn
Flogger
GRATE INLETS TYPES
(FaD.O.T. INDEX NO. 232)
rz1
I J
Q-1s'- S8~!:~J
500' L ~
I EN!)
n CONSTRUCT! ON
{I
f)I
(}
500'
soo'
ONE LANE
ROAD
I 000 FT
~~
~
~
I 250',
L
500'
500'
if]
[P
500'
r-- I END
---,CONSTRUCTION
Type C 3'-f
Type D.f-f'
Typ, E <I'-S'
~
u
!
~:! .!-
.s:
-'-
~
.g
~
~I
~CQ
~
'<
~
Type C ~-(j'
Typ, 0 J'-f
Type E J'-(j'
~
-
1..
-
~
--
L
6'-(1'
Unl,ss Ofhwwl$1I
Shtfwn Gfi Plttl'lS
L
3'-~
UnlUJI OftlbrwTs,
Shown On Pi(JIIS
NOTe. Alt. B SlrwfUt. Boffoill DIlly. Si'i' 1M" No. 200
STRUCTURE BOTTOM FOR iNLETS TYPE C, D 8, E
GENERAL NOTES
I. These Inl,ts or. !Unabl. for blaycl. and pedutrlan ctretJI rJIId tJl'e to ". used In d1tr::h86.
i/IiIt/ltiM ar.d lltt1i;f ortHJ6 su4Jaot 10 tnfriWiUt trofflc lDiidlr4S but Wit r.ol 17; be ~
In tJl'BtlS 1li4l00t to any h~Y wr.tiiil ffXJds.
2. lfilets $Jb]ec1 to ml:ltffd r!wls sh1uTd be CCMfnJcttdwffJlOUf 8To.'$. Whir. dabrts t, II
problem [n/,ts sirlJuld be CfJfI3fruaf&d wtfh sfm. S{tnfar/ Inlets kJalf1:d wtthtn roactway
cloar ZfJllU and In tJl'OC16 tIO(;U$lb1. ttJ TJO*strlatlS ." htNe frrNersobIe slot$. The
traferSQ/JI, slot !KXt!fkatlM 1$ 1IOf rxkJp/obie to fnTet TypI H_ Slots ITi!1Y be fJOMtflJlJted
qf clthv or both enrb M shawn 01/ plaM.
J. Steel gt'IJ/u rn to " US" Gn crt! 1.'1/4-1$ tthN, b/CftlI. traf(k: 14 anfk:1pated.Slnl grafts
are to be wed on all Tnlets wlltt mwerscb!e s1ufs. Elfhor ca# IfWI or 6fe,' g.1'f!fu moy be
used 011 Inlef6 wTfhQuf slof6 whtJrt blcyr;t, fraff7c T. fIOt tJIItJcTpaIad. ETfhftr aJ6f tron Dr
$t~e1 gn:rtu I!JfJY be ustd Gn all [nl,ts witt! fIO(!-Inrtltrsublt sk!t& Sl!bjlfd to the Hlectlon
d,tIO!'1bfN! abcv.. whtn Altef1l<lfe G graf. 18 !Jf>f!OTfled Tn fhtJ pktM. .1fhgr the m,t pt.
htJt dipped gtJNantzed after fabrtoaftOll. or the oast tron gt'rh I1IlIJ beU$fHf. unless /he
platls strpulafl tha. partlaJ/ar type.
-<<. ~ed fIrJJl11t'U1t pq;. .Izu SIItWrIn tJl'e for ctJf/Ct',t, plpe. PI~ IIlZu fIJrrjar than
those FGaifflMilldad ;w.st be cJ;acked for fFt.
5. All exposed CDI7ltlfS ahd ,dgu gf rJQIl(Jf8t. are to btI ahamfered ,.
6. PaveJMlIt to ba IJS6d QIl Inflfts wlthaut skJfs Qtl/Ilnlllfs with t!(JlJ-lTrNtf'9l1bl, $lots on~
whtn <<rUed for In Hte pkms, but rlMlU[red tJIt all frfNenab!. slot Inlllt&. C/JSf 10 btI
IfIt1luded 1n DDlIfrrd unn prtGtJ fir tnt.is. OJantffr.. 6hDwn ONI for tnfortnaflon tJIlly.
7. TrtNtr$abI. ,k1f. QI)fI4trtJofld lit existIng Inlef8 sholl/>> paId for ". Inllfts parllal.
arttJ shall Includ. fhII cost for slut 0{}6II11IgS. piNIng and O'IY re<Plrttd npltIf:)($(Hftt gmfe8.
S. SoddIng 10 be USN M 1111 Ttllefs iIOf fCootad 111 fXN6d I.ViIilS Olld JXild for iJIldfJr CO/lfn1cf
IJ1/n prlal 'Dr SoddIng $1.
9. For $U;il)/stflSfifa!y defaU, ne IfIdu No. ?1JI.
- ONE LANE
ROAD
I 000 FT
ROAD
CONSTRUCTI ON
1500 FT
500'
I(]
I(]
~
c:::::>
. ..
When Other ConsfrucfTon Or
MaIntenance Operotrons Occur
WIthin One (/) Mile. Sign(s)
To Be OmItted And Signing To
Be Coordlnoted In Acr;ordance
With Index No. 600.
Maximum S{XICln'(J Between DevIces '(FT.) To Be
Equal To Tbe Speed Umit (MPH) But Not Greater
Than 25' For Cones Or Tubular Markers Or SO'
For Type I Or Type JI BarrIcades Or Vertical
Panels Or DrulTliS.
Cones Or Tubular Markers At 25' Centers And
Type I Or Type 1I Barricades Or Vertical Panels
Or Drums At SO' Centers For First 250', Thereafter
Cones Or Tul:xJlar Markers At SO' Cenfers And
Type I Or Type II Barricades Or Verilcal Panels
Or Drums At /00' Centers.
GENERAL NOTES
I. ConstlVCtlon operafTons shall be confTned :to one
traffic Jalle. leaving the oP/XJsittJ lane OPtJJn to traffic.
2. All vehicles. equtpment, workers. (except flaggers)
and their actlVltIes ore restricted at all flmes to
Me sfdeof the ptN&me-T'lf.
J. AddifloMI one-way control may be effecbed tit the
foiiowing mfJOnSr
(I) Flag-corrjlna vehicle (2) OffIcIal vehicle
(J) PUot vehicles (4) Traffic signals
When flaggers are the sole means of one -IjJ(]Y control
the f1(/t}tJers shall lie in sight of ~ QfMlf or in
direct ooln/TNJnlooflon at all times.
4. The flrst two wamlng sTans shaJ/ have r1 18" x 18" (mIn.)
orange flog and a Type B /lg/rf attached and
operating at 011 tlmes.
5. Th~ FLAGGER legend stgl'l may be subsfl'hlJe4. for the
sy.'TIbo1 sign.
6. All sTans shall be post mouflfftd If the closure tIme
exceeds 12 hours.
7. L (mTnJ. Yfor speeds ~ 45 mph
= WSIl for spuds $ 40 mph
120
Where:
W. WIdth of lateral transItIon 1/1 feet.
S. Posted speed lImIt (MPHJ.
TYPiCAL APPUCA TlONS
PCNement Repair
Culvert ConstrJCtlon
Utility Work
Bridge Repair
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT
WORKERS OR THEIR ACTNITlES
ENCROACH THE AREA BETWEEN
THE CENTERUNE AND A UNE. 2'
OUTSIDE THE EDGE OF PAVEMENT
8. The ONE .LANE ROAO signs are to be fully covered and the
FLAGGER sIgns either removed or fully covered when no work Ts
~intJ performed and the hIghway T$ open to two-way trofflc.
9. Arrows denote direction of trafflc only and do not reflect
pavement markIngs.
10. LongltudTnal dImensions are to be adjusted to fit fTtlld
condltTons. See Index No. 600.
1/. When (/ sIde rood IntfJrsects the hIghway on whioh work Is belng
performed addlflonal traffic control devIces shall be erected
Tn oocordance wTth other applicable TCZ Indexes.
12. For general TCZ requTrements and additional Informatlon r(ifer
to Index No. 600.
TWO"LANE,TWO-W A Y RURAL
NIGHT OPER.A TIONS OR OPERATIONS
EXCEEDING ONE DAYLIGHT PERIOD
F.D.O.T. INDEX NO. 604
C 2002 by Professional
Engineering Resources, Inc.
All Rights Reserved
The e.rrancements depicted
herein are the 80le property
of Professional Enginaering
Re80urces, Inc. and may no\
be repro4uced in any form.
without its written permission
TRltFFIC WNTIa. THfW(JH 'IOf/I( lCNE$
o
f ofl
604
DRAWING TYt='E
D~stGN~I;r:BY pvs
-~-""-r-
yRl..W-N'csri#i/{., 'I;, GMc
C-:"r'.~'" .;--"
CHEI$KEO>'9Y~jPVS
,.~---:1_ ".__ _ - ~
. .OATE.'."'..."c/,.',....'.. 4-.30-0.3
." ~ ..!,. A,,,,",, .'
., r~.~"i~Q.~.?/." .~....:.:~l-.WZ. 1'- /,;;'
. > ~'", ' ~~.:.: ~ . L/ ....
1!1i;i.JL~~V:.'d~&.6:~f~~EG. NO. .35628
'~'~'..- . ". ...1" :~,$
'; r" . ,. .~, :::;1 G~~:- r"~.~~?,,,,,,,
\ ~ i,l 'i'- ';) ....~~,"l:l~,""'~~
~ -:
12
SHEET
NUMBER
PROFESSIONAL ENGINEERING RESOURC S. INC,
646 94th AVE. NORTH ST. PETERSBURG. FL. 33702
CIVIL .ENGINEERS. PLANNERS. PElUUT EXPEDITORS (727) 576-2007
o PRELIMINARY
II CONSTRUCTION
o RECORD
I
ContrrJI Une Set By Normal Shoulder PoInt
WhefMr Or /Vot ShoIllder lAtlTor I~ Used
Ouftf'.~
R/NlIfNe /Jt'garITtJ llaterTtJI Wlthfn The
Umlf'$ Shawn AM BaokflIJ In ~
With Ifldu No. 505. Unlau OtherwIse
CallfHI For 11'1 T7le p/otl$ Or Dfracftid
Ofharwrse By The arm-Tat OllOfaahnTaal
Enainesn The UmH6 Include Full MedlOll
Wfdth When Applflld TD DMded Ff1Dllltras.
Control Un" Set 8y Normal Shoulder Point
'IIhf:fhor Or Not ShoIlIdor ~r I, Ust1d
Out6/' ~
z..-
-~~ MIldIOll I
l~
It Remov. Plost/c llater~oI 7i
Thr. Una. Sa. Not. .
Gutter Ll
Cui Vililf For iI/nlfftUitl ROIft(Hol {)f Plf16flr; Jirtie"'o/
~ Inner And Outer Cut Umlt ForPrtderable Removal Of PIastTc
. I JJtderfol. WI-so Prefr:r.:bI. .Jlefh:xJ Of ReIYlCltJI Gcverr.s A'ld II
1$ /Irv:IoU1b1. To Pktce The Underriroln At The Mer CUt
Umil Due To CrJnflk:f With Storm S6't11tJr iJaill6. Rttff1CV.
To IMtJr Umft And Ploca Und,rdrvln At LfJ!>>f10tl ShOWn
For ItIlnlMJm RSf1I{N(Jl.
Extefldlld Undercut Slope Wh<<l Uflderr/rr1ln
/..ocaiW At (Mer Control Ul!4 Umlt
0.02 Und~ lJtx;k:$hJpe WhM Underr/rr1ln l.JxxJted At Bact Of QJrb
UndtmJrrt/n. S" Index NtJ. 2B6
iiininul1l grad. an iit'Idfltdf'tlin prp. shdJl btI 0.21.
CONCRETE PAD
Ri/I'JOVtI Oiertylng IItJterfal And 0riPn1c
llaterlal Within 1M Umlt. Shown And
8<<Ikf1ll In ~ With Index No. 505.
Unlau Oth4twrse Coiled Fer In The Pk1lIs
Or Dfrectsd ()ff;.,wln 8y n. Drstrfd
~technroal Englnuf'l ThO Um", lnefrJd.
Full i/Ild/an VllrHh When Applled To DMded
F$l1lt1iU.
WITH OVERBURDEN - HALF SECTION
WITHOUT OVERBURDEN - HALF SECTION
HALF SECTION
NOTES, Rfifer to fOt1d-Ktry t:ftJ.U $ilCflOlI6 to dtzlennlne whcthar mllll/NJItJ or fJNlf/JfTJble /"Ml(N(JI 18 /Jiltld.
*Whttr. frttqUetiO'j uf medIan !JrtJ(J#:,J Ifldloatff. that It I. ImpmaflC(l1 to I!CNII plastlo mfarlal In the
fiMflt1l1. it,;; diislgnu ."iIITJ .fid to lildfcote total TINiItNrII of tUs itliifuTol.
If durIng COMfruGtIOll It beoome.s apparent. WI to fIO/1tI(JI raqulrad CtJ/I$frUcflOll pI'OCfIdJrtt!!.
that It I. Impractloal to lecw. the plastic lWferlol Tn the IfIiIdltJfl. tofal r/NllfNal at thl.
1Mfvla/ s!rJll II<< C1fJIXOVfld b!I the E.ttqlf!t!IIr.
.....0.. ........
-------_......-........ . ........
.......' . ......
- .. ":. <> .::::
~-~._~_=:=t7~.G:::::
......... ...........
.'..... .................
..
C
I
~
N
1-..
2'-0*
~I
"'/,\
~..
~.r
-!II~' ......
.~ol)
~
GuitrJr 1.1"11.
r IJaot Of Pf'()fmlld ()' Futur. Sldewolfl
tlJ1tlr~
r r ~., _od", F_. Sh_'
I
IN RURAL CONSTRUCT/ON
Outer RrxtdNtty f-
IN URBAN CONSTRUCTION
PLAN
REMOVAL OF PLASTiC MATERIAL AND LOCATION
OF UNDERDRAJN IN URBAN CONSTRUCTION
CLEANDUT ADAPTER
(FEMALE PIPE THREAD).
Ramtw. OierlylfI(J llaferlol And Organic
llaterlal Wlthfn The Umlt6 Shown And
8aait:f1l/ In ~ Wfth 1001:/( Nil. 505.
Unlus Otherwfn OJIlf(/ For in TM Pions
Dr DlriCfad Oth&r..fs. .!b' The Dfstr1cl
GlIOfldlnraal EngfnlOf'l ThO Urn", lneludt
Full iifld1011 Wfdth When Applted To fJlvld
Fooll/tfu.
R&nKN' CNgaIlc llateriol Vlltl/Tn Tht
Urnlls Shown And Ba;kflll In' Acct:JriJance
Wfth t.'ldeJt NIJ. .505. Unless OthenrlslI
Called For In TM PkJn$ Or lDlrt1ctlld
OfhfIrwlSil By T~ DIsfriat GeM8oM1oa1
EnglilSfJI) ThtI Umlf6 If/CftJde Full UtidlaIJ
Width Whon Applled To Dlvlded Fac11ltfu.
~lIdfilWf~ /
At fOGafIQM whert p/a3tla maftrlQI
f8 beIng rIJt1KJVed. the Bide dl#r.JJlu
mtlf!f bft at liMM t16 dfJfJp a6 tho
UI'!liemd pion".
~
Where paved sId. dlfchc. are used In
orfIfJS of ramaval of plasfic matfV'laf.
the fop of ~ d!tGh ptNfii!'lfJnt ~Jst b<<
lID blgher tho!l the undsrout plan".
q~
~C
(Nwlylng It/atwlaJ .~
BotfOlll Of ~/c Uafsrral I
Umlt For fllnl_ Rftl1lfMJ/-"1
IJISCELLANEOOS DETAILS
WITH OVERBURDEN - HALE SECTION
WITHOUT OVERBURDEN - HAlF SECT/ON
INSTALL PLASTIC PLUti W'ITH
'0' RING fOR END OF LINE
TYPICAL CUT SECT/ON ON TANGENT
REMOVAL OF ORGANIC MA TER/AL
GENERAL NOTES
I. All d#fall. smwn 011 thls Indu far f"emtWOl of organlc aIld plast!c 6. Tht t/IJr'IMI depth at sIde dNr.ilu shall be J.5 f"t bekr.t ."'- shoulder polllt
materlalll apply L/fIIUII atberwln siKwtII 011 the p/on$. ttJtCtJpt In 6fJltCfal Ct1$&$.
TYPICAL CUT SECTION
Nolet Wh611 thl. detail I. applIed trJ minor aallfJCfrJr. and
loa;l (xl/lflelt. the undarwt :nr;y be ~ to Hr.
REMOVAL OF PLASTiC AlA TERIAL ON DN/DED
FREEWAYS. ARTERIALS AND MAJOR COLLECTORS
HAVING FLUSH UEDIANS. AND. ON UNDNlDED
ARTERIALS AND MAJOR COLLECTORS
7. In IrfJtllcfpolllrtlt18. whe" lJI'Iderdrt1l" III trJ be OOf/$ftUcted iHJlltItIfh tho proposed
pavemenf. the grad. of the underdrt1ln flltv materIal will not extend abtN. the
bDf10III of the st6bIllr..d sectIon of ft,. subgrud6. Smdatlon of the fllffiT matarlol
sJxJII OO/lform to FOOT $ptIClfltiatlOll6. Mlnll1KJlD gtrJd. 011 UfJdtlnJraln pipe shoJI be o.zx.
B. S~~ IndU No.. ~ f()r 11l1$C$lkrnf.(JfJ.J wttfttrri rk-frJll$.
DESIGN NOTES
f. At kxx1f10fl6 WMr' orrJI1II/C trIOforfal or ofhN" soft tlfJlI dofJ'fMltI
per.fm to $tJCh d6pfh that I7fIOlIOI Is flrprrtCflaal. the OOMfroctlon
of (1 geosynmefic foundation over those soil. should be OOII$fdttrttd.
The E/tglnfitl/' af R!CDJ'd shotJld r~st guldDllce flTJlll the Dlstrkll
GeuflChnlC(l1 Engineer and solicit fJeosynfhetlo fwndatlan des/",.
frem (JtIOS'Jflft;etTc FttJr/UfDCttJrfl" when ;;arsulng QtQ$'/Fift'~t1c DltllmafTYU.
2. TM dull3f'l4r WlI tak. Tnttt fJfiMld6ratlQII tha upactlNitlY of ~
wld8illn,g to 1M OiIfsldfl. and where wldilllll'tQ ,. anllclpqftd S{J.fIC/fy
In the plana In. 1Im/t:J at rentfM11 at organ/c IXId pla6tlc nr.rferlal.
neoessory 10 lIX1CmOdaI'I fXlllcfpafed wld#nfng.
l. Ufl1lzatlon of UtXNaftJd mtderlo!$ sha/J be I" <KXXJI WtCtI wIth Index NIJ. 505.
J. Wh6n lIU:k i)7 pkWltJ merlttl I. lifIllerout. backf11l wll lie Ndfl of
suffable lfCferfal fn ~ wlfh lndeJt No. 50S. unless ofherwlse shown
an the plans.
'f. Th, term "Plasffa JJaferfaf und 1ft thf. llIdu Tft OOfI]unctlO11 with rMrNtJ/
of plasf/c soli '8 CI6 defined IJI'Id&r soli ohtssiftoottO/l6 for Plasffo tPJ and
HTglI P/a8t1Q (HJ on 11Id" No. 505.
5. Inti ter1fl ~1a iiaIvria' CI6 USN on #hI. Indu 11. deTined /U any IIDIJ
whIch has 011 tNetUiII tifPOiIlC CiJIlfent greotsr than nv. (5.OJ pef'CMf. or 011
fndtvldual ~,a ctJIJferrf fNt ruulf whToIr ttXCeed8 SIV.n (l.OJ percellf. Orrprk1
I1ltt!erkJ/ sroil be ~_ (1$ $haWn on thJI IOOu O!!d tM plaM '-'tries dlr<<;ted
afhtrwlse 4' the DTsfrlaf GfJOfeoIrnlcal EilglnflfJl'.
Avfll'O(/tl 0JT1tIII1O content wll be dlf.rmlnlld (fWI the fest rel/Jlf$ from tI m1nltrutt
of m, rondomlynleatfld ${1lrJJ;'. from each sirafum. Tests sholl be perftJnMJd
In occcrdonc. wIth FItI l-rB an the portion of 0 sample posslr,g the No. " .IIV..
PROFILE
TYPICAL CUT SECTION ON SUPERELEVATION
REMOVAL OF PLASTIC MATERIAL ON INTERSTATE
FA CIU TIES. FREEWAYS. DIVIDED ARTERIALS AND
MAJOR COLLECTORS HAVING DEPRESSED MEDIANS
REMOVAL OF PLASTIC MATERIAL
DETENTION UNDERDRAIN CLEANOUT DETAIL
Hat.. For GENERAL NOTES s.. Shelt I.
REMOVAL OF ORGANIC
AND PLASTIC MATERIAL
F.D.O.T. INDEX NO. 500
umn. of Cffilrlhl 0lJd IJruiJIJlIlf
I aa. u-n.
kdmJf &IH To EDue Of Prwt.
All cm..r l508-u ;1' lkitsFdt .s:v. Of Pt1d.
All BtJsu To A/JroII Of QIII . QJfftT
...., NI4 TfJ T(>fI lX Qri.
~~~
L!..
TypTcal Half SecfTon For Low
Volume/ResTdenfTal ConnecfTons
TypTcol Half Section For
Higher Volume ConnectIons
f SIde Rd. Cl' St.
t
...
Traffic FkYN
...
"'"-fI' WhIt. Edg. Lln.
I. Jd""
JfY
~I
/VW LIne ,
SJJAJ.L/iiED1U1tI
COJ/UERC/AL
Us. Amber DlfllntK1for$ 0#1 Sides
Faclr1fl Cuu-!Nar
Us, Green Dlflinea/0r6 On SIde. Away
From Crass--(N/ir.
fI YBijaw Edge Un.
Polnf Of CoMIldTl1il A6 ~ 01 The 1'..
Or M /JIlfwmlMd fb' The Engfllur DurTnI
ClNfn.d1ol> or A6 Sffpl./ltWd By """"'.l2I
UJJIts Of Sh:bl!fmlfOt:
LiJVI liOWilE
_~~L_~
I
Jd Froa ~ or fflKItMIrI ~
Or NW UM. '#~er " UM
22 s.,.
LARGE
Cf)jJjjERCIAL
(}R
PUBUC RDAD
OR STREET
E iJed1t1n "
GtilVtJIIy Top Of Post Should B. 4i1'
Above The Edge Of PtNeRlftnf Gl'I1da
FIN"AII
WITHOUT CURB &0 GUTTER
WITH CURB & GUTTER
-C..'_~____
...
Begin ExfflflSlOfI At Radius Polllt
tt r"ufHI Edg. Un.
o f1' ()' IIafch Exln. SfablllzffIIJ (f1' ItIlnJ
LIMITS OF CLEARING & GRUBBING,
STABILIZING AND BASE AT INTERSECTIONS
Traffic rloW
.....
" ({' WJoJt. SkIp
DIJ/ENSIONS ARE p OR ~ .
12 5.f. 16 sol. ~..g'
RIght Tum ArrrYtll To 8. RevlVs. II $.f.
NOTE' When ~ and plNeJnant mes1iOVfJ are used
together. the arrow shall btI Iocatlld down strl!KJlJl at tho pav.flI6IIt ltIfJ8SQ(l. and 8lG1l be nperatlld
fr.;,i1 tt-,e jXNSlrre.,t message bJ II tfl!llrk'?CI of 2S (&:31 af tho tJ."f(1tI to the bt1se of the me5iiCf1eJ.
PAVEMENT ARROW AND MESSAGE DETAILS
14
35 s.,.
,- fI' Whit. Edg. Un.
Varl..
PAVEMENT MARKINGS AND DEUNEATORS FOR MED/AN CROSS-OVER
MA TERIAL TYPES AND THICKNESSES IN IfJRNING
AREAS FOR RURAL AND URBAN CONNECTIONS
THICKNESS (INCHES) (f)
COURSE MATERIALS (lJ CONNECTIONS ~ ROADWAY ~
struclural As -me ConCletll 2:J
UlilfH"1)Cl (L8R IOOJ 41 5
Cem&litad" lliD (LBR KJOJ <4 5
ABC-I (JIorshoJl sex>> .. of
'" 'f
'" 'f
&su {)., 6
., sj
5 7j
5 7/
6 6
Grad#d ., 6
CD II{,";/'NB ttJldiMS.
~ All amwflll6 8iItII1 . tJfJPi1IIl1d ~ 1t!II ~ pr1tJ;o 10 .fl/f (lkJoad.
c>> Cr/MIIdIIltl ~ aHtor fIm trrrfflo 1aIlu. SI. Nt1fu f flfIfIl bell1if.
$ TrrNe/ll'D.l' fI<ru (~ kmIII. _lITaryltllu IIfII'Vq ,.... 1hm . BTnrtI. __101>. and all /IIliIdF#n ~
l1ItJudl11g 'ItlGfr /JtJXlIhItY !d;tJ/I r;ttVor truIl3ltlll1l 1r;pMs. s.. IIofN I tr.t1 Z fIlclfN.
PLAN
;~-~,
,~~~~
SlId-S.. fNItJt t!l:J For St9draln
MIl l1rdu 21"2 FIN"._~'f1 .
W~ ~RJ~~rJ ~
DnI/1wfge Pfpe~--- ~ I
F.~ ~
iJ'L-
t:
I
DIMENSIONS ARE p OR - f.
Zf s.f.
NOTE.
'lft.M mark!i'liJS ore awl!!/! tfU:t<</fOll ::(JD$ they shJlI be yelloW !n CDIor.
Yellow Edge Un.
~
BrvkfI/J WhIte LonIlUn, ~Whlt~...L
~JO'__JO'~JO'~1-
BrokM r.f/CW Cst/ter Unll I
~ J(j .~. J(f .fI@ Y'{/;M'!JI~
Mitered ErttI Sftl1tlol> 1I1fret1 ErttI Set:flfIIJ
Itrdu N4. li!IJ Far S1cM ora". (StI. 0pp0$s'ttJ
Indu No. zn FlIT ClDa Oral,..
Vorf,,-f)4f117l1lr-.-
f..iIDDjD
o GnlII#IJ Or Poif/tIJ
~ Required PuI!.'1IJ
ffilili.a ~Of~IItI/~
/K1TES
L NJxllby Irrne prweI1IIJI/fs tnd ~ ptMl/nfIIIfs IMII be
/!!IJfttfaTnt4 ~ ftJt I>fporhMnf.
2. ~ ftI1IrffWillfJe of tumwi PfIIWMd $fDI1 uttrrd flUllo
5 'Ht rram ecwe of ffIII ftlJvlll wqy tIT 11m/t. l1f ptNIKIlhwlders.
Md. utor.f 10 I~ <<JXllkJry km$.. n.. r$htIJlndt1l" qF fJ/fY f1.tntotJf
pwed_ CIII the ,TghllIf iioUf 1htIl/ be ITIt1lfl1rslMd ~ ffIII rNfI/IT or
b!$ 11IJthorllt:d~. A$ 11 f!,!!!/;1!fcn r;rt ~tfnely reW!rllF!fZ 1iw~.
ffIII De~t IIIt1f grade and slope axlJtfl/lfl fIIIlfttrlallNl /rOIl -patwl
ONCI ~'lfI #It ffJll!:;f:JTr,Mj f#lf#&'lt.
J. CtlnfroI atId !D(I~ of ~ ft6;t!ltlu tt!t!!llt ffIII r!g!JJ gf ll'lO'
stGlI ,. 6/Jlery the ITISpIJI;SIbll/ty at ffIII o.~. unl_ S/*Iffed
tilffl.'WItlj t:J ~ pa.-mlt.
4. Tl'III!IIJ1tt..fet!arotl tnJ "PtratflJtl of ~ l!vhfffl{l. WHTc ~!I.
-'ahtd qlplNllf. and ofhIir MCeWJfY dtN1cu IhtIII . in.
fB!Ip::M!:ltlfty af " ;:ubIfc err~.
5. All /XNUlfIJf -*1. IItI ffIII StIM hl{Jhf;rlp. blcIvtJl/lfIl1QCtI/wuflfIIJ
flfIfI ~1M1f/Qn ,.,. IIJtlrlcJtIf/II. flfIfI .~/F!fZ lnsfallwl ror the
t1pMDfIM Ilf ffIII 51th ~ .11 be m1llmlhtd ~ the ~.
So All ,ft1Ifng 1lfIII1f'lri:rn, rnmtled fat" fhfI oparrdlQll 111 fhfI QfWIlldlCIII
Uwh ~ #fop btn tItid siop 'fP fOl' me CIlIIlIlefionJ *" be in.
ruptWlblllty 111 tItt parmllfH.
: ~<~i~r!=~"J:B'':.: ,-wi~J;~i~.~,~f.~zr~rk'~~~'
~
J
Edge of PtNfJIfleflt
l1JNGlTUDINAL SECTION
Doff<<J LTf!t ( TlVlllr.g Guld. Un.' J J-
~ .'~~" ~~#~ ~~.'~1h1te
Two-WII' Pc3sTfl(J Pn;hTbftadfYa!fg-1I J . i
.. .. ~.R;....
III .it
T
BASIC COLOR R1Jt.E
Whlfll IInti. 3flpt1rafe (lows In tho some dlrlCtTon
YelkNf lines se.parofe fWwIS In tho oppaslte dlrfCIlon
Yel/ow doffed Ifnu may be und lnllptlCfalODSU
- /' ftYelloWEd!J1I Un. ~ Whit, ~
~.. -. /.Um.":;:' ~
~..p 6'-CWS:, DBllntittloT PQ.st
"- ff Ye/lrYtll Edge UfIS
Trrwe!way
Edg. Un.
RJ ..
-
~ fI' Wftli~
....r- ft Whlf, Skfp
,y--d' r.llow Edge Une . . . ~ (f Yellow f.dge. Una
--:::::; · } \. ft WhIte. .f ~ Me4ltJlJ Wlfb. Or
, ~""..... ~ ' ~~_ '"",",Curl>
- ~hf"'Un. BeglM t;}ppo$,,,, RrJ!:ilIJ6 PfJI"t "'-fI' rel!fNI Edge Un.
- - - -= _ -= _ =-_ .....-: _ tr-:o' Skfp --=-. -::._ _ _ _ - - _fI' White Edge Une
Fw~~ ~....
:~~~~~~~~~~~.:!-~.!;~ ~~t
'I ..=:::._~_
~.~
F'rJlnf Of ~ fZJ -1 -..
PROFILE AND END VIEW
.{X ~ * sr.. IIiJd lehrjHr &Ir1H >> fhtt ftIIiIr il/I ",. ... '" ill lIft;u/tItild lit jMIR/t. or. ill .fenrJM;d ~ 1fle Ei;;tInetr
IU~ rIOIlShwIlon. n.. IlZI 6IrII1 ". aI 1WGSI lid wIrIbIlshtId l.# the FDOT Dl.uld. but rd 1_ N'GII ~ dlatifthtr IN" tllJi/Wl/enf.
For talnrn. ower /IN' fkalnr1r1e pl/M 11M I1du No..1!D5. I'rp. tIfTIh IN" alllptloal p/f>> /1IlIf be raruTred 10 a/1tr1ln tIfCItIia71 _.
AI &'1IhfIal t#N -'k:afltJM II :liDdIfl1id ~ /1PI!lIl ,. /iIf'1f;IffIid. SIla 'PE.'WISSIBlE PAVElIENT JJfXJiFJCATKJII' /r.:!u 11&. en.
For $fKI;lflll tletw_ a4/aGVft p&;. tll1J ir'eafmartfI 1M Itldu No. in.
[!1 SIr1blt twnt1d ~ ". nqulrf1ll faI" tIft1d6iI fIJftItAh ID ~ ptfIPfIf1y ill dlrlIcftd ~ fhI Eng/nQr In ~ wltfJ :i_1M
1Ot-f (J/ the SifnJorr/ Specffloatroo..
12I The 5' /XIfMMII fJf fITIdet/ ~ ,. nt1I retlJlrW Where ttwe ,. /XIfW IhtJuIder ~ or __ In wldttl. T1te S' /XIfMI/IIII
~ Ifi/IJ lit 1i'iJ1vM far iiI!ii'iI"~ $IIY/1if 1M or fwD I'tJI;;u ", ntld ~ wl1fl IUI ". i1J trl_ 1M cqr.
or 5 trlp6 ptIT hixJr . apptTIillll . ptI#1JI/f or ~ fha EngIn_. Ir lI'tIen IItIf n&lllllfld Ih the pkm.
PtNIIII1unltJiJtI ... to . ~ for 011 /XIffld tIDIIIl<<1IllIQ fODlIItF... The Q)/IIlC/l", polnf VIlli be titdtInIrlfllld '* the Etwfn..r.
PrNIIII "".". ... to . I'IINIruofIIII f" ./1 bWlhW. ~. ~ or hIQ/Il'OAIM ,..ltifInfr.l ~ <<JfIIIfd/nf fclllfl-.
The <<IM<<fIl/lfI ptllhf NI ,. >> f!'OM ... (J/ t1llI11wGy pt1fIIliIIJf " III R/'I 1m.. l/1fIkJIwNer 1. 1....
I'rNetJ funtf1ch ... to be ~ for 011 tltlllflCfl1rt1 fODllfflu _ 4UJ nh10Iu ptIr lily. The fXJMtIt1tl1rt1 1>>1nf SihGII lie
tit IhfIIVW It;.,.,
ItaarMIy Slraulder. Ttnw1uI
TlIpr Or TCK'I!fJUf NJxfllrtry ~J
e Rdwy. PrNt11
r
=.~~+
_~~.f
T
ExfenslOll Of Edge Un. ThrrJugh~-~'" ArefJ
'N1"IO"IO'!l~IO'~ II {-
* Whit, Or 'fel!l1ll
TYPES OF PERMANENT LONGITUDINAL UNES
NOTES
I. n. /IINMMIt should . stnxIuroIly ..,. ft IIIHt tItt Uf*JIwI f1vI'flo I<<JdI trtdlhoulrl not be ItR filtIn HIIIf ~ obtN.
UCftPt ~ appIT1f<<l '* ffIII DtlpQrtllltnf for (1tTId<<I QQtll/f/Ctlrm. Other {)eprtrMnt ~<<I ~t ~_ IN1f ,. lI$<</
<< the d!<<nf/tIIJ qF fha Engli>Hr. For IIddltlonaJ 1IIf(Jn1lt#k1.tI _ IIIdez SH.
L M.".bt7 ~ fXJd ffltlr fr<Nltkltl fr.Ipn ,JrzN be the _ 6frtf:1ure as the flluffllw ~ petP.llllf or tm1 of fha
~ 6frlIt:flr.r 1oI:rJirttflll tSbtNtr. whIchtN", T. thTcbr.
3. " f1II IJlIIIMIf btw _ (ABC) " U8<</ fat" " #unIouf. ". fhIoI:tt_ mt1f . Intn1JHri ID /lftIfdI ffIII . rJf ~ ~
111 Ifill i# 0 i6/iiif'lde strdfiiurrJI iDifiJ. SIx (Q fnc,'Ias i# Porllrr.d Q(iliiGilf ctiIIin~ will :.. a;;&fplatlJ. In 1111II td the tJIP/lO/t
.. n 6frwtuff11 cwrs'6. Sf, /igtN of tmd 5 bellN.
l~ 010'0 0+
.
I
Without ColIfrast JkJrk.1T/{i1
15'
(R.flf1dTva R.P.UJ
IS'
-4
WIth Controst Uarlclngs
NaTE, Ce.'lJI'fIfC JlfJrkers sl:cIJld not t. If'.sfr1l!ed IHlless ~!oa//y oolled for !n the plrJtt.s. Use I' ITmlted to hfgh
volulr.o secfrOll!l with Mr. grlJafcrfhan SUXX) where laIle chaf'lglng I. fa ~ dl!11:1OUJ'r1gad or QfI-.or areas
where choM.fllOffon 1$ required.
*
Kd Sfd.,5d liln.
PfNed Rood 1
UMITS OF CONSTRUCTION AND
MAINTENANCE FOR RURAL CONNECTIONS
S'
JiiI1:I
Edglt Un. In Tum Bay Is
Optlonal 1.3 smwn fn PlaM
O"l1nl>flfor:r are Optlanal.
- i r"'--
i
~
PLACEMENT OF EDGE LINES
4iIt
I
. f/f"ff8Cflve R.P.IIJ
15'
I
4. A IftwfurD/ DlJ/Jf'n " requfred far flullW /XIf~ when ffIf11 IIf". untI for _"""., It1tiN UlY11If __ thIItI . 'l/lfIJt
/IfIIJIl.m1oll.
5. CrlMtK1f'- ptIHtd 'tYlfh Porllrlnd /1IlII1IIIIf -we .,1 ,. CIl1U 1 tIt1tItITIfe f7t ItJallllI1' thIaL The /hprII1IHIIt mer rq/re
gr;;ater '/t"Jckrr6S1 whM txliled for Ir. the pi;;;4 rIf' stf~ tt; p,mlt. 1lafar1Cl, CI1I(/ fl:TmrJCflfltl lII"II to CDflfcnll wltfJ
F()(fT" 5*1ndord $ptc1fTl;af1onl SecfrOM J.I5. ~ I1tId -'22.
6. The DttptrIaent IrtiI'f ,.lrw tltlrttr fItW-' t:r~ ..."... IDDtII f1OI1dlflfN warm.
c::> c::> C> c::> .-
I' i(j ,I,
.. ...
10'
PAVEMENT MARKINGS FOR INTERSECTIONS WITH MAJOR AND MINOR ROADS
NON -REFLECTNE CERAMIC PAVEMENT MARKER PLACEMf.NT
tiI s.. ~ t7 s-irio ~l_fs F",. TlJIT/tI/h"drtJrf ftJo.1urtt ttdl le/viftI..h.lPIH~ llffr1rmtdi<<l. PAVEMENT STRUCTURE FOR TURNOUTS AND AUXIUARY LANES
RURAL TURNOUT CONSTRUCTiON TABLE 515-1
TURNOUTS
F.D.O.T. INDEX NO. 515
5 of 6
515
SPECIAL MARKING AREAS
F.D.O.T. INDEX NO. 17346
I of 9 f7346
OWNER:
PROJECT NAME:
SEC.~ TWP. 295 RNG. 15E
PROJECT
NUMBER
03-1406
SCALE
N.T.S.
NO. DA TE BY
REVISIONS
C 2002 by Professional
Engineering Resources. Inc.
All Rights Reserved
The arranlements depicted
herein are the sole property
of Pr-ofessional Engineering
Resources. Inc. and may not
be reproduced in any form
without its written permission
DRAWING TYPE
PROFESSIONAL ENGINEERING RESOURC S. INC.
646 94th AVE. NORTH ST. PETERSBURG. FL. 33702
CML ENGINEERS. PLANNERS. PEIUUT EXPEDITORS (727) 576-2007
o PRELIMINARY
it CONSTRUCTION
o RECORD
DES/GNEQ". BY PVS
_- -M;~ ~
DRAWtt..:.,.:!lYr.,"\'" GMc
Cl-ltCKEDc'o'i:iY"" PVS
.~"---,--"
O..,t-r-e,':'; \ :?i'!j'-.' '.. 4-.30-03
~ .") ",.~" \.~ .~." r", :'
SHEET
NUMBER
WA TERFRONT INVeSTMENT
AND D~VELOPMEN~ LLC
1 022~ ULAlERTON ROAD, SUITE 3D
LARGO, FL. 33771
~/A TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
PAVING. GRADING AND DRAINAGE DETAILS
r*~)'9-'1\1l!6- ~~ ;;C.:::..2 ". 0 ~
..~.~, :;;,' ~.,. .'.-.~. ... ....~..~ ~..:.; '/_ 2-- ~1
.1ft ~; _ " -' __~ "~' - ...' -;: .' I, /f {.....Y __ ~
-'i.~. ,~. ~_ .", -~ ," - I
ittf:JL '.V'. ~tf~~t~~JI!E:G. NO. .35628
",," ~~~ ~-- "" ,-f~7::7"~.:~ :~~
,~:. . ~
~ ~' ::J L: [ \ 8"::: --~~
. Ii ~\~\~,,~..;;,~"<;:.'"':::-~....
13
B
,:,:,:,:,:,:,:,:,:,:,:,:,:,:,:,:,::,:,:,:,:,:,:,:,:il
a..... ".0"" "....... ..a..............
TOP or POND
- 39.ir.'J
\.I;W
~I.. .-
""-'~
""~
4'-1"
NOTES.
CONTRACTOR TO GRADE fCRCM
TO? OF" sraucnm: TO
EXtsTtNG GRADE ON A 4 <H{JR!Z.)
TO 1 (VErt T') S1..iiPE.
TO BESODIlED.
6'
3'-1'
PROPOSElI PlL YETHYLENE BARRIER "'ALL
SHALl. BE ~O 1oI.It. POL YETHVl.ENE
GROUND'WATER BARRIER.
1. Type · A. Aegregate:
tILlER AGGREGATE FOR Uril:ifJiIlIUIIN$ SHALL eoNSI$T or I,;'ASHED HAlDtIAI.. HEETiNG r.>>.13.T.
ROAD" 1lR1DGES SPECInCATIONS rDR SIUCA SAND .. QUARTZ GRAVEL CONTAINING LESS
THAN 1 " (BY 'tIEIGHT) OF' SILT, CLAY AND ORGANIC HATTER. SAID HATERlAL SHALL HAVE
I.INIF'!1RHlTY cotFTICIF:1>ff OF' 1,5 OR tiRE."TEfl... AN ErfECTIVE: GRo\lN SIZE Of' O,~ - !l~lJ
MILLIMETER AND SIEVE ANALYSIS aN PERCENT [Jf' TOTAL 'JEIGHT PASSING) AS rfLlOVS.
3/9" . 95 -100"
NO. " . gs - IOOl(
NO. a . ~- 101m
NO. 16 - 65 - !In
NO. 30 .. as - 70X
NO. 50 .. :5 - 33".'
NO. 100 - (l - 7:1;
NO. 2DO .. HAX. 2%
THE AGGREGATE SHAU.. BE: F'REt or ORGANIC MATTER AND eTHER DELETERIOUS MATERIALS.
fJASi1ED $Hl:LL .. LltlEROCl( SHALL NOT lit USED f't1R rIt. fER AOOREGA Tt. PERMEABILITY
OF' THE AGGREGATE SHALL iE 3.5 FT/HA. HINIMUM.
0.78'
SKIMMER
CSEE IlETAIL ',.')
PROPOSED SOD ~
~
I ~
.....-
:..:~
TYPE 'If A" AGGREGAfE---.
CAS FE" NOn: NO. 1) \
WIt. n:R BEll>
NO SOD IS ALLO'JED
OVER ROCK MEDIA
2'-0"
4
AL -
rL-
3"A
1 I
<~
~
~'':'
-~.
GRATE EL.- 38.00
...,-'
~~
r ~ I.. --\ r,D.o.T. NO. '7
. r-STONE
S.H."'. EL.- 35.50~ TRtA"fHl'"...NT LEVEL El.. · 35.85 ~ \ _ _ El.. .. 35.s:!
\.1/ \.1/ ,1/ ,-1/ '-1/ W 0 oo~"tJ~..:.~.::,.: :-:~~::~;'~~:i~o;~. 0 PI
- - - - - - - f). 0 0 0 ,"":-..,f't1 ,..~...., ~;;....., 0
jJ ,,000000 ':"."~>""."'~' "\<>0 00
"'0 0 0 ." !'. .' ~ ,,,: .::....:>10 0 ...
o 0 0 . '. :\........." ',. r.
BOTTOM at POND a - 35.M I ~~~o~o~';. ~'.~:::~' ;:;~~::~.;)i:tJ~~ ___ fl., _ 34..~e
~4'. ~ETH'IU:NE "ONE ~ "'~ <NUDe'"':.'.t. ·
i
SIDE DRAIN
TOP OF' TREA THENT EL. 35,85
.. BOT OF' TREATMENT. n. .. 3:J,:5(I ..
Vi1l.. OF TREATHENi (C'n 653.40
s..ioI.".L EL 35.50
flLTER BED HEIGHT crn 127
.nLTER BED DEPTH em 2
FlL TER BED LENGTH (f"T) 12
UNDEIlDIWN INVERT en) 34.83
r-: '.:":'
~.~P~J
'.~
. .:( f"'......
. ~4'x3-V2"x5I1"
. . " GAL. ANli.E IRON
SLOT BOTTO'"
tt.... 3'5.85
BOTTOM OF' SlCIlKR
EL..- 35.35
4; ADS I,;' ISQfCi(
060' PERf'IJR:ATION>
lNV. - 34.8a
..........................1J..
.. .... ................. ............... .....
.. ......... ..... ................... .......
.......... .... 0.........................
SCALE 18 1". 2'
DETENTION POND ., A"
UNDERDRAIN DETAIL
PLAN VIEW
SECTiON B · B
.
TOP f:F BANK
EL.- 39.0:5 \
'V \V ~ 3-!I~ I-
..,. ~1!_V4'i--
TO BE SODDED
I
II. -.
. - a.- 35,50
~. '.
-- :,.
..,.,... -- . ~
-
~.~f ~. .I. \l
,. . . .. VI
... .'.:- ",'f '.-- .. . -
_ ~. .:.~~.!.r:;:;'-;:.'/ ;,,~~: : ~ ,
_-- 4-- ........... . FA. ..........~-;:+
. '..4' I." . \. "j[; ~I ...:t
.. ~j-~f.. ..,~....~. ~..H:~\:'"
Lt.. I 9" a.cot.\I.
ClJNCRETE GROUT
a.- 35.00
3.l1O'
.
- H...?;f:i~'" ..~
_ TOP OF SKIMMER
a.. 3~
I
-GRATE [l... 38.00
2.DO'
TOP OF' POND
- 36.10
'\..1/ ,1/
rwr<
~ ~
I_ 4' a,
........ ......
~,
t
...I~
..j..~
In
/
PROPOSED POl. YETHYLENE BARRIER "'ALL
~{,t.u. !IE 30 !<IJl.. POl.. YETHYl..t."It ponPQ''''''' SOD
GROUND"'ATER BARRlE:R. ..... .......
(AS PE:R NOTE NO. 1) 1 d ~
Cf'n.. Tr." BEll)
NO SOD IS ALLO\t'ED .. I .-
OVER ROCK l4En~~ .1 ~ ~
.. I ~ -\ r.D.o.T. NO. :57
. ... I .- STONE
S.H.\I. (L.. 3Z.QO~ TREl\TMENT LEVEL EL .. 3!.40 ~ \
- -.-- EL. .. 32.40
\.1/ '-I..... '-I..... '-I..... '-I..... 00 "f.~~,I', ~ oJ,~.~;::;.~::E~g~.6: ::..
- - - - - - - 000000 ~.:.. "-:e.. .: ....;'~:'~..~......O~O .~
I~A ~OOOOOOOOOOO '::~':.',.;p. . .:'~.:~~./e~-.og ~ 4" ADS VlSIlICIC
.... I k>~ 0 0 i\.~;....... ~ "":IIi~O["... ($0' Pf;;RFOR,"'T'IOH>
llOiTOM (J" POND EL .. 3$!..... I~O~O~O~ :~,~.:., :: )~::::;f.~O;;,Q^' !l El.... 31.09 IW~ - 3L33
PROPOSED POLYETHYLENE llARRU:R "'AU. / '- F'lL TER -/ I ~
SHALL DE 30 MIL POL. YETHYLENE I (A~fs45) 6
t'illOUNll"'ATER BARRIER. r.>>.o.T. NQ. 57 ,
STONE 6# 1,60' e l'
~
..I.-
~
NfJTES.
STORM DRAINAGE PIPE
.
I ~l
I_I ~S."JTH ,,.,,.
1 'OTTUM OF SklHHER EL
v "I VE1JJ ..... mE
r~ BOTmH
I n..- 3S.~
. #
SLOT BOTTOM
a..~,"
I r-IIOTTCM IJF' SKIMMER
..J EL" 35.35
2'
1. Type · A · Aggregate:
FILTER AGGREGATE FOR UNDERImAINS SHALL CONSIST OF' \lASHED MATERIAl. HEETING '.MY.
Ro.AJ) to llRIt!I"~S SPECIfICATIONS fOR SlUeA SAND .. QUARTZ GRAVEl CQNT,t..!N1NG LESS
THAN 1 " (BV 'JEtGHn OF' sn..T. C\.AV AND ORGANIC HATTER. SArD MATERIAL. SHALl. HAVE
UIUfCRMITY COCFF'ICIENT OF 1" OR GREATER, AN EFFECrrVEGRAIN SrzE OF 0.20 ~ o.~
MILUHETER AND SIEVE ANAl.. YSIS aN I>ERCENT fJF' TOTAL \/EIGHT PASSING> AS rl1.LDI,;'$J
3/8' .. 95 -lOOX
No. 4 · 9:5 - 100"
00, 8 '" a:5 - H!I1X
No. 16 .. 65 - 97%
NO. 30 !C e:5 - 7!lX
NO. 50 .. ~ - 35X
NIl. llill so 0 - 7'X
ND. 200 "MAX. ex
THE AGGREGATE SHALL BE fREE OF ORGANIC HATTER AND OTHER DELETERIOUS MA TERIAl.S.
I,;'ASHED SHaL , LlHEROClC SHALL NOT BE USED FOR FILTER AGGRtGATE. PERHEAln.ITV
Dr THE e\C-GREG.4.TE SHALL !IE 3., rT/Hlt ML~h!U!4.
\II
I ~1
12'
'. ""
1>.
~I~
....
SIDE DRAIN
TOP OF' TREA THENT EL 32.40
BOT [If' TREATMENT EL 32.00
vt:II.. Of". r~ iMENf (CF') 81t2O
SoH. \loL EL 32,00
f'IL TER DED HEIGHT CFT> 1.32
FllTER BED DEPTH (f'n i!
flLTER BED LENGTH Cf"T) I.!
UNDERilAAIN JlII'VERT (f'T) 3l.33
.r -.
EL- 34.35
. .
'V
'V
'i1
f>
DETAIL -A-
SECTION A · A
DETENTION POND -A.
OUTFALL STRUCTURE DETAIL
SCALE II 1-. 2'
DETENTION POND 'BW
UNDERDRAIN DETAIL
"il/
81
,-
B
..,.......................il.
~_ ... ... . .. ... " " .. to ~ ... .. t. .. ... .. t .. .. ... . . .. . . . "
........ ....... ..... ........ .................
4'-1"
WfH TO HATCH
OInING DITCH WIDTH "'\
comRACTOlit TO GRADE rRQH
TlJP [F STRUCTURE TO
E.XlSTlNG GRI\DE: ON A 4 <HORIz,)
TO 1 <VERT,) SLOPE.
m liE SODDED.
6'
3'-1" S'
V~t::?ET"n.. 'fit")
I 0.78
~ . I ~
I 7' TOP Of" SKIMMER
/ EL.= 3:5.45
~'I .
\ Y::':.I::. -, O.2S' r .::t::.:~
'V.:.: .:r.:- 0 I"'~ --I 0 :-:.: c :-:
/$J/?r;!; :.:::w::r.:: p! ! 0 ::::T: ::: i, ;.;~~.. ..\II
,... L -1 . .. . .. . ,./..; '- SLOT DOTTCH
.:. . .:: 0 - 0 . .:[ .. '.''''' a- 3Z.40
~ f',r:,[::::;:}}:[:::[:::{:,:}}}},ff:: ..
3"'&"x2-1I2" s.s. llOlTJ r ':. ':f:::::::::::::::::::::::::::.r: .:. ~
CTYP.) r, . . . .. .......,..,...,.,....,.......... ..,...J :T
1':-:: ::::::::. ':.'::: ::: :::::::: :::::: ::::::::....::: i ..:.t
~
SKIMMeR
(SEt I1ETAn.. ''''')
~ ~
\
~
f--
:-.:~
-::=:-:
2'-0"
"'''''lL PIPE\
AL~_ \
~ ~
-
AL~_
sr~ ~~_J
TIP Of iANIC
3"A
~.
1--
GRATE EL.a 34.95
--::
-=
/~A
J
J
--=
!
~ lo-I >-
:,.
~
t--< 1-1 H ~
- i--c """"I
=-t- H H--l
=--
- - --
. ..':":'
'.~
. "r" f'.......
, ~4'lC3-1/2'IlSll6'
. . . . ~ ANGLE ~
~ ......
i>-- !.-. __
~ ......
BOTTOM fJF' SKIHHER
0.,.- 31.90
t- ~_
~
t- r- 1-0 1--1
l-- >- ~
:..... .:..:..:............. .:..:..::::::.~...
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
............ ....... ............. f......
B
)0- .....
H ~ >-
c:a
E-
f....-
~ ~
i
~
PLAN VIEW
SECTION 8 · B
B-.J
TIP Of DANK
EL- 36.10 \
\V 'IV ~ 3-~~ f-
::l ~ 2-1/4'_
Ilc::Il I
~
TO BE SODDEn ~ ~
"~~
'fr= I ,-- ';'
----~r~ _)~ J~~~~-.
~:~: ~..'I/ '1/ '1/ I ::,1'
- -' &/'. ....~:':....'j....... ..~~. '~-1
~ - - 4-. ......~'.::.:..I..::..~ ;"~. :. "..--:-13
.. . .J....~' .\,;[:.1
- 30,90
J \\'-44' t 9" !J.C.E.V.
CONCRETE GROOT
EL- 30.:50
u
3/8' GAl.V. PLATE
SKIMMER
3.011'
- tZ:~-3/"" SKIMMER
'~~4' (SEE DETIW.. '1\,,)
-I='
_ TOP OF' S1CIMHER
a- 35.45
ALL EDGES TO BE RlJUNlJED
PLAN VIEW
2.00'
V.i 3'litJ~1/a'x:5/Ui.'
GALV. ANGLE IRON
I
/
r-TE
tlP Ii lW'-HAP TO HIt iCH
lIP OF' OOTfALL PIPE
4'.3-1/2"..5/16'
GAL V. ANGlE: IRON
HArtH [)(liltNG lurCH
SID[ SLDPE
( 2.1 HAXIMUM. )-
\J1DTH TO MATOof
EXISTING DITCH VIll7
/
4'
:a,
~~
t
,-
-I
I
.--. .--.
D D 2lI
n' T -1-1
-GRAn: a- :1<4.95
VI
\1/ \1/
~
\LW
VI VI
ST~ IlRMNAGE PIPE
(PONIlBOTTOM
EL... 32.Oll
;
~
...
I
l')
~C((
~ .--..::1 r )
hOOTFAll PIPE ( D ) _
n I
r '"\.l I
...r 1
12" 101m. CTYP -.c
-..
I I
I
I
I
I I
1
I
I
T
RIP-IW"
TIl CDNf1:lRM TO f.MT.
SECTIOH l53D
12" M!N.
I
I
I I
T~
I 11
~r
T I
I I
T T
I I
I
{ I l\
TOP [Jf' RIP-~ TO KATCH I 1r
EXtsTING BOTTOK or SVAlE I
\ ,nTCH / r ( : T \J~r1' ](
l~ T~T; ;1 ;T~T ~
T TT- T I \ T T
= ~ ROPOSED m TER rAllRIe
\ (AI<<Q -4~4:5)
LR1P-RAP TOE:
SECTION A-A
t
J
I ]
)
~SHOOTH nNlSH
fBlJTTlJ4 OF' S\;/ALE
ORmTCH
'\
1l'!"
'.v
b>.
(
(
(
f -~~u~a
1/4' \/ELl) EACH SIDE
SUP-RAP m lIE
2 LAYERS THICK
, OV~D.
v
'V
I
I
I. ~ ~
v
~PRllPDSE1l 2'
RIP-RAP TOE:
PlKPOSU 2' . /
RIP-RAP TOE:-' '""--
I.
I>
I
2' ... I
.~I.!CH FI..O\I __
DIRECTION
DETAIL -A-
SECTION A · A
DETENTION POND 'B-
OUTFALL STRUCTURE DETAIL
SECTION B-B
SAND-CEMENT RIP-RAP DETAIL
OWNER:
PROJECT
NUMBER
03-1406
SCALE
N.T.S.
PROJECT NAME:
DES(GNED ~ ,BY PVS
DRAWN) ;-;aY,;~:) GMc
~Ht~ef{Etfj0C s'.,*;, PVS
,...,-...,.--:.~.-,v,..~,~~ "
. Q'A;rt,>J"')~':;,~~>,o"'" 4. ~30 - 0.3
~ ~~~tc~A-A)
,'~-'''v F": - r', -~ - ~ ~ ,_..,./,
.... rf~}.!.~,._.~..,~!;f~~M.~;!~G. NO. 35628
-:~ "'~"".., L' ,,~c' ~,~;< .~~
, j t>:; ,", ~,
SH EET
NUMBER
SEC.~.1... TWP.~9S RNG...1EE
NO. DA TE BY
REVISIONS
o 2002 by Professional
Engineerin, Resource.. Inc.
All m,hte Reserved
The &rr&nlements depicted
herein are the lIole propert,.
of Professional Enginee~
Resources. Inc. and may not
be reproduced in any form
without its written permission
DRAWING TYPE
WA TERFRONT INVESTMENT
AND DEVELOPMENT, LLC
10225 UUlERTOH ROAD, SUITE 3D
LARGO. FL. 33771
WA TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
PAVING. GRADING AND DRAINAGE DETAILS
o PRELIMINARY
. CONSTRUCTION
o RECORD
14
PROFESSIONAL ENGINEERING RESOURC S. INC,
646 94th AVE. NORTH ST. PETERSBURG. FL. 33702
CIVIL ENGINEERS. PLANNERS. PERKIT EXPEDITORS (72'1) 576-200'1
~ ';.
~
Iff
~I
..
PIck H07~ S
1-1/4' 1 ~ -
5/9' I / I
I f
Min. of Required
RW ~t
~ -4
~ 000 }o
" .. ~
:OJ,-.A N I r A RV ~
~oooooo
./ ..L-o-S EWE R 0
R...qul,..".d - 0 0 0 0 0
0" L ~O
Non Skid
Pllttern
Required
~
~I\
RING - HALF PLAN
..
N
'"
o
36'
23'S
21'
Mo.chln~d Surra.
/ L
~"
..
1'--
t
..
'C"
"
M
I
...
J
t
SOLID COVER
J
..
~N
?L
I 22-3/4' I i 0
~~=;
MClChln~ce/
..
CJ'l
'\
/~
~
RING - SECTION
Mlnll'lUI'I 'Weight ]' 232 1105.
9' 278 lbs.
SOLID COVER SECTION
Mlnll'lul'I 'Weight 128 1105.
NOTES
1. 'Jhere rocuiwa.y oa.SlP Is 8' or thicker use 9' ring,
ell othe... ceSl"S 7' ...Ing Is pe...l'Ilsslble.
2. Ma.nuf'a.ctu"'l"rs l'Iodel oT storl'l ...Ing a.nd cover to
be a.pproved by City Engineer.
I ....... _ __ .,
lEY. IIOrr JDt:U'TllJI
CITY I:F CLtAR'w'ATER, fUIRlDA
ENGINEERING DEPARTMENT
--= .. ::
II..l& ~ rtl SANIT ARY c~v"'iaR ~ lG.
-. ~.. lar"
2 Non-PenevCltlng /
PIck Holes
c [] ct
00000
oOClDClOa
OOQcnctO
DDoOctDD
DoOeDaD
cnctnl::Jnct
aDo Q c:::l
a 0 c:::l
~
\
-
I
1-1-
i. ·
T
ll~- 25 3/4' ~_4>~ I
I- 29 1/2,-l
RING - SECTION
'Jelght 95 los.
I
J-"
24'
SOLID COVER
r- 25 11~ --1
..
N
t
~~...~
SOLID COVER SECTION
1Jelgh't 120 lbs.
NOTES
1. U.S. F' ounary No. 117 Ring Ana BL Cover. 0,. Equa.l.
iiE"lI. lIiI~
CtTY f7 CU:AR'W'AT(R. F1.QRWA
ENGINEERING DEPARTMENi
~ .. SANITARY SE'JE1l ..~.:i
.", MANHOL.E I;UVER -=- ....
~ CAST IRON 3iiii .
_. ~ - IlFI
IdiCU"I1lII
_/'../
See Index No. 301
t "
Vo....1es.Li I
r.:'l~r
~.. BottOM or
l.> 1i. Corbel
..~ ~k l=I
IB'
2' JoInt I 8' '"
PIpe Entr' 12' ~ "D" . L . ~
T yplcCll ~ 5-_ E4:12 :~
"- 0 ~ .: ~
"E' - .
< ..,.;:;.. L Q. .~
~ -=-- Co ,.
_, ~~""-.--<l.. L ~::i
b'~ '.;. .. (\}:5. ..~:fc.
I ,.~,...., :'" :;c.:.:-
I?IL;:: '={r:~:~~~~~:~:;:~~?a~;:~: ~~~~l ~t
'-kG'
SECTION A-A
f' G
B' *3 o.t 12' e:.V.
S' 15 0. t 10' E.V.
12' is a. t 1Ii' E. V.
12' *5 o.t 10' E.V.
I~
CLa.y BrIck
M0.50i''II''")'
t ~I
r
At Terl'llno.l
MClnhole
~'~~~
~ ~ V ~
"~ ~
~~
::JL--
112" Cel'lent
Plo.stll'r
A
:)0
I
I
Squa....e Bottol'l
PerMitted
PLAN
A.
2'-6'
3'-6"
3'-6'
3'-6'
Crown of drop plp~
ShCl~ M~tch crown
or outfa.U pipe for
outFall pipes of 10'
or lo.rger.
B
C
4' Mo.x
6' Mo.x
7' 10'
7' 14'
D E
3'-6' 24' Mo.x
4' 3D' Mo.x
4' 36' Mcuc
5' 36' Mo.x
Sho.llow 0'- 4'
Sto.ndo.rd 4.1'- 6'
Deeo 6.1'- 1(;'
Deeo 10.1'- 14'
~
L AU concretIP to be 3Ot:lO p.sI. wrth f1ber- P.Uh
,.ltirlf'orcIf'lO.
e. p.vt:. ~ mtry ~ l'llU'lhc!. AdcptRr
C01~ COI'Ivol Inc., 01' llPiiP'ove" Qter stop
CO\.IplIr\g. 3. MclnholH 5hl.ll hcr.VIP . ..tel' proof'
1lI~ CDCl'Mc
on thlr 1rXt.rkr &. Interbr. 1Coppgr.
b/tuPIcLriic iIlKlc
aalutlon 3OlI4, r:If' proco EP-!14.
.....-
~
CITY I:F CLEAR'JATU, FLDrUDA
ENGINEERING DEPARTMEN1
....... JRIClC ~.stJNRY ~
u it/lf HANHOLE DETAIL lG.
~ SE'JER 3U2
M'P. . IT ~ DROP I DI :I
I 4/tJlll
IllY. _11
~ Se. Index No. 301
3' /
L~ ~1~4l0Y.'$QP ~
-
Approved b~rrel Joint sea.ls
o.re 'O-Rings' o.ncl 'Ro.l'I-Necks". ~ '/ ~
Two continuous rings a. t a.ll 0 ~
Joints. lii \
I l1J 8' B...lck Stell'l relnforcel'lent
~ , - I _ 5' MIn. wa.U thickness
\"" ~ ""':' =T ' I type II Cleld ...eslstClnt
.'J:f- - ~~ 4 MIn. ceMent 4000 p.s.l.
;!t.. ~./ 1\
.t - ~~l 2'lft 1'lIn. ~ ~ Grout F!ll openIng with
~,~:~.~J;,1i!Ili ~ non-shrink I'lOr1;a....
.x.....
Poured Enco.sel'lent ~*:~r~rt.. ~- ~
..)i............
- - - 2' Joint In pipe entry
.-l (TyplcCll)
Grout flow chClnnel P.V.C. pipe ,.equlres l'io.nnole
llclllpter coupling by F'lo
Control, Inc., or o.pproveol
water stop coupling.
ConcentrIc con. (Flo. t cover
on shallow l'Ia.Moles 0' to
4' depth)
NOTES
1. Preca.st I"io.nhole drop MY be o.pprovecl by City
Engineer. Shop oIrClwlng subl'llttCll requlred.
2. D...op ...equl...ed when 2' 0... over.
3. Ma.nholes sho.ll ho.ve a.n Interior o.nd exte...lo... cOCltlng
of I1t ll?Clst 15 Mils dry thickness PROLO EP214-351
Epoxl-MClstlc 0... Koppers bltuMClstlc blClck solution
300M.
CITY IF CLEARlJATER, FUlIU!lA
ENGINEERING DEPARTMENT
~
~....,.
..",.,
~rtl
PREC.~T
SANlTNlY MANHOlE
bti AlL
nll"""rn':- n_
~. ..rr
ImlIlPTll:Il
14'P. -.......
OWNER:
- f"Y'I r-
9" \lhen roa.awClY bClse Is 8'.
7' \lhen roo.oIwo.y Ioo.se Is 6' II
o.tl other co.ses.
3'-0'
A
I See Index No. 301
/'
:..1 I i't. Clew Brick
-r t% ~ V Mo.sono.ry
..a.:. ~I- ~ 112' Cel'lent
Cel'umt Grout vv/~, ~./ V P\o.s'ter
a.s required r ./ ~./
~ -~~
8' Stub ...... ~ ' ~
~:';.~~ ~
in (~\~Vh \
II \ ~_ ~
^
III )(
Q/ d
1:X
"
>M
v
U
C.".M ~~
-,6
~
-t
'* 3 Rods @ 12"
Plug
(See Note)
6' Concrete :ea.s/
4'-0'
As Required
PLAN
Souo.r. BottOM
PerMitted
SECTION A-A
~
LIlJ'IP haUts shClll htlve 0 WlLWrproof
bltUl'inous COClt!ng on thIP exterior,
Kopp.", i1tUf'1Cllitlc: lIlKk 3llOM, Or'
P"oco EP-214.
Plug to t.. plutlc wlth "0" P'irlg or'
VC 1IItt1 "0' rlr.g.
P.V.C. pip. Itl'Itry "lIq\.ilI'"u trvtslt.
I'llll'lholl, cOUDlln; ClCC...ory by
JaMs MnVm. or .quw. ClpprOV.a1
..ter stop couplrlg.
JtIl:IIrT1lII
CITY or CLEAR'W'ATER, FUlRlDA
ENGINEERING DEPARTMENT
i-';-'" ~m
10l:l:0D, /If SANITARY SE\.IER ~
I ',u~ LAir HOLt: DETAIL -E--
-. I rr I
IllY. IlIIrr
7IfCl.""OU' Plug
"~'" -- -'
CO"",,. Pod .'
Thick X 1'-6' Sq. P1
:=;
..
('oJ
....
L'" 9 5/B' "\
W/////0j
I
6' Or" 8'- 1/8 Ben
LJ
'r
Plug
(See Note)
t- 10 5/8' ----j
1r-97/8'---11
~. ~/ !
Lrz:~ V71
~13:~~~
)..
II
IIr
Sewer M~ln J
CLEANDUT DET A,IL
CLEANOUT PLUG DETAIL
N.T.S.
N.T.S.
NOTEs Cleo.nout plug to be
U.S. Foundry i€.21
Or ~qvoJ.
KY. am: __
etTy tF el.EA~"'ATE.~, F'1,..ORUlA
ENGINEERING DEPARTMENT
.Ai.- .. ...... STAN. DARD ~l>>~
C1...EAN OUT lCI-
....,J,s. \:iClnl't~y}
-. ~ IfFI
w
SERVICE CONNECTION DETAIL
NOTESI
1. \,lATER MAINS TO BE ON NORTH or- EAST SIDE OF R.O.V., APPRQX. 4 H. BACK OF CURB
UNLESS IJTHER'JISE AUTHORIZED BY CITY ENGINEER.
2. SERVICE CONNECTIONS TO liE 2 n. F'ROM SIDE LOT LINE ON EITHER SIDE OF' LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTENT 'WITHIN THE SUBDIVISION. DRIVEYI A YS
SHALL NOT :BE BUILT OVER METERS. ,
3. ALL LINES SHALL BE CHLORINATED o.ncl PRESSURE TESTED CTEST F'OR ONE HOUR @ 150 p.s,r,)
UNDER THE DIRECTION Of THE UTILITIES DEPARTMENT. AfTER SUCCESSfUL COMPLETION Of THE
TESTING Clnd CHLORINAITlON, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT All TIMES.
4. TEN FT. SEPARATION RE:QUIRED BET\w'EEN PARALLEL VATER' SANITARY SE'JER LINES,
5. SADDLE IS REQUIRED fOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS. SADDLE IS
REQUIRED F'OR 2' SERVICE CONNECTIONS TO 6' Clnd LARGER PVC MAINS, LARGEST SERVICE
CONNECTION TO A 4' MAIN IS 1 1/2" o.nd LARGEST TO ANY MAIN IS 2".
6. MINIMUM DISTANCE BET'WEEN SERVICE TAPS TO BE NOT LESS THAN 36'.
r Curb Stop
~ MUELLER H14350 ~th Lock \r~ nnd
_ ~ COMpressiOl'l Inlet or approved equal
Thr~Cldeci CorporCl tlon Stop
MUELLER H1500e
or ~pproveci eQu~l \
(T~p llt 45- Angle)
So.ddle IF Required
See Note 5
-
~A:r~", /~'>;
So.olcll~ snaH hClve double ;X..
st~lnll?sS steel str~ps " ,,-
with epoxy coo.ted ~
ductile Iron body.
"-
\Jlltel'" Service Tubing
D...lscoplpe 5100 or Endot/Yo.rdley
BlyE' Jet, SDR 9, 3408 Polyethylene
.., .. ..~.
\Jll'ti?'" Mlllrt
em or CLU.RWATER. FLORIDA
PU!}UC WORKS "'OMINlstRAlION
ENGINEERING
I _ 1f'~~_TlI%
11('I; llAlI __
LV.n.
l!l:Il CWQliDIII'
N/'P.
"WATER MAIN SERVICE ~
CONNECTION DETA1i. ~
lOF3
TYPICAL VAL VE SETTING
n.t.s.
AdJUsta.bl:a----......
Vnlve Box ______ I
\/I
I~
X
c-
o
ll-
C L
i: III
:>
. 0
..au
I~
.. I)
N '5
2-
Q
'When Va.lve Occurs In Roo.oIl~
set Ba.se on lO-Col'lI'lon Brick.
)\
~ I... ~l>i..
JIlt 1Dt
/ - "
" "'- 'Water
Mech. .Jolnt Vlll '-
RestrCllnlng Joint
...
Mo.ln
IIl'l( 1lA1I
em or CLEARWATER, FI.ORlDA
PIJ8UC WORKS Af>W1HlSTRAnoN
ENGINEERING
T"!PIC~ V~_VE
SE rUNG
CfKISS-SECTION
~Ji"
QfWGrtl
...~.Jll''i,
~
ICF4
--
,.., ~I.lln'
SEC. 21
PROJECT
NUMBER
03-1406
SCALE
N.T.S.
PROJECT NAME:
TWp,29S RNG. 15E
NO. DA TE BY
REVISIONS
C 2002 by Professional
Encmeerinc Resources, Inc.
All R1chts Relferved
The arranaements depicted
herein are the sole property
of Professional Engineer'.d1g
Resources. Inc. and may not
be reproduoed in any form
without its written permission
WA TERFRONT INVESTMENT
AND DEVELOPM~N~ LLC
1022S UUrlERTOH ROAD, SUITE 3D
LARGO, FL. 33771
WA TERFRONT INVESTMEN'T AND
DEVELOPMENT OFFICE BUILDINGS
WATER AND SANITARY SEWER DETAILS
..
TYPICAL FIRE HYDRANT SETTING
n.t.s.
Q/
;$
.~
~ ~
....
,.....
I
Ma.x. 15' - MIn. 4'
BClck o~ Curb
6r-
~Edg' of Pov."on'
~
"
s..
f
IB~ Min.
24' 1010.)(.
II
~ 7
,~t~
: I
III
III
ftl i
I~ '"
(i ~ ~
....,.-
NOTES- I
1. Stl?Cll'ler Connection to F'o.ce Street.
2. All Fire Hydro.nts to ho.v,," :5 1/4' Vo.lve Seat.
3. fIre Hydro.nts ShCll! be Plo.ced ~t Street Corners
or In the R,O.'J. AdJQcent to SIde Lot LInt's
\lhenl"ver Possible.
4. See Sheet 3 Tor TyplcQl ConnectIons .. Fittings.
VQrles ! /va.lve Box
~~~
I
I
,
DlstClnce
oS
x
i
I r Mech. Joint Vo.lve
I ONL Y APPROVED
Kennedy GUClrdlCln No. K-81A
Muller Centurlo.n No. A-423
U.S. Pipe Metropollta.n
"- Kestro.lnlng Joint (Typ.)
em or CLEARWATER, FlORIDA
PU8UC W RKS ADWIHISTAATION
G
T
'!A'"'.
TYP!CAL
SETTING
CiIDSS-SECTION
1B.V.l"
~
.~
2tF4
IIElt DIIW:
~
-.
TYPICAL HYDRANT SETTING
n.t,s.
~
Connecting Plece w/lntegl"o.lly .M @ ~ ,
Cl1st Mech. Joint Gla.nd on ~ ~
one Enol- D.I. Rob tOoble . Mecfot............ ...
Joint Glo.noi on Other End. --............ I - Ir T
lIaJl' Length Va.ries
~ -L {See Note 1)
Fli'~e Hydrant AssePlbly
<Typ.)
Vl1lvliP o.nd Hydrllnt Tee
w/D.I. Roto.to.bll? Mech. JOI~(
Gla.nd on Pio.ln End Bra.nch.
-
.-
JIlI
II
o } ~
Mech. joInt
Va.lve
--
.....
mL
-
.i..
},.
""- 'WClter Mo.ln
NOTES.
1. On HydrClnts Requiring Runout
Lo.$t Two Joints Mu$t Be Restr-o.ll"Ieol
Per Detl1ll 403 (2 of 2>.
CITY OF Cl.EAAWA'ftR. FlORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
~~ -. TYPICAL HYDRANT.
CH!DlUl If :l."E. TTING
PLAN VIF:vI
DIllE
iif\I. 1M1I!
~
_. ~'"
-
311"4
TYPICAL FIRE HYDRANT SETTING
no t.s.
.
~
'*,
- Fire Hydro.nt AsseMbly
(Typ.)
ONL'( APPROVED
Kenf"ledy Guardian No. 1(-81A
Huller Centurlo.n No, A-423
U.S. Pipe Metropolltlln
Dlsta.l"lce Vo.r!frS
-I
/Vo.lve
~~
I
I J
Box
IB' Min.
24' Ma.x.
I'
/Vo.lve Box
~
~
I
~=~
!
.&
::E
=
jMeCh. JoInt Valve
f
N
TClpplng Sleeve" Valve
- By City, reI' by
~ Owner or Contrcctor
~-
Conn~ctlng PIece WJ::rc.i..l
ca.st Mech. Joint Gla.na on
one Ena-D.I. Rota.to.ble Mec .
Joint Glo.i"Id 6i'1 Other End.
'" ...
"-- Restra.lnlng Joint (Typ.)
"--Exist. \Inter Mo.ln
~r_E=sWi=
1s.v.JJ. TYPICAL H'l'lmAHT ~
Qma:D III' SET NG ~
Ii SU::EVE 'VAL . 4UE
M'P. BY [; Y 4 iF 4
NOTES.
1. All FIre Hydra.nts to ho.ve 5 1/4' Vnlve Sent.
2. See Index i 407 For JClck a. Bore Details.
11('I; llAlI
--
P,V,CI
RESTRAINT
PIPE
THE: F1ll..LD'WING JOINTS MUST BE RESTRAINED IN ALl.. APPLlCA TIONSa
L BEND - INLET AND OUTLET
2, TEE - OUTLET ilAANCH
3. orf'SETS - INLET ANIl OUTLET
4. CAPS
l!;. PLUGS
6. DEAD ENDS
7. HYDRANT R'JNCI..'TS SHALL BE RESTRAINED AS DEAD ENDS
..
I- L ----1 ~ Mego.lug Restro.iner (Typ.)
III!(lIo ..
~ ~ ~
<" .
E:bloo. 1500 Series (TYP'~ ~ Y
ON AU. fEES, II HINIHUM or 5' SHALL BE
Rl;$TAAtNED ON EACH RUN LEG
L '" HINIIU4 LENGTH TO BE
RESTRAINED ON EACH SIDE Of fITTING Cft.)
fIGURES BASED ON 3D' DEPTH !JURY, 150 PSI TEST PRESSURE.
9" PVC PlAXIiolUM SIZE USED IN SYSTEM
NOTEI THRUST RESTRAINT AT FlTTINGS AND VALVES SHALL BE
BY USE or (iliA IRON HEGALUG RESTRAINERS- THRUST RESTRAINT
BET.../EEN PIPE JOINTS SHALL :oe: B'I' ElBA IRON SERIES 1500
RESTRAiNERS.
NOM.
PIPE
SIZE
4
6
a
ELBOIJS (deg.)
VAl.VE
TEES
BRANCH
29
47
6&
THRUST
~$TAA1NING
~
l.:.i!
DEAD
END
11.25
2
3
4
22.50 45 90
4 9 21
6 12 29
8 16 38
CITY OF CLEARWATtRF'l.ORlDA
l'U9UC WORkS Af>uIHISTRAYION
ENGINEERING
"""WI'
OG:l.IIillllt
46
65
85
1lrt;!lAW: __
-. ~u"
BLO\.JOFF DETAIL
\
.111 I 111'1 ~ J
l ...~~.
~ '"
wo.ter ~111"
Va.lve Box I
I
4' Go.'te VQ.IV~
A
\lo.te,r HQJn
~
.,
~ ~ - l~-.{
~)
-
[
1Il'1t IlI\1E
~fIO
~ -
.....
11I11
WI
l0-
II 0
I--
Top View
\Inter Meter Connection
Flow
~\
-
1J.(
I r
[-
1
For-a Ar,gte
Va.lvE<Typ.'
~~.~-
JII
~~J .....
IIIJI
Meter
C QI I
-15
0_
%Cf)
Vv
n,t,S;-
Meter Box
'fT
I
I
I
1~4'
D.r.
~
-
~.-
""-- 9Q. Bel"ld
MJ X SLIP
CItY 01' Cl.EARWATER. FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
-
~
-. :m:
~
tGl'l
BLC"WIlFF'
OCT AIt
o
-:::Ln
o ~
J
1"'1\_ ...A..
IJI CE1.
~~
Approved Bc.ckf'lcw
Prevention Devlc'
/
12'
~
Ford Re9ul~tMo.p-tor
" I _~.
[W lIJl W
'I.l -- ~r:;~
lid
L
QI
Bro.ss--... ~ QI
NIpple -..... -Y ~
~Cf)
u
~-
-
NOTE.
DI!Vlc. 1"'>1.0'51: b. lr.s't:i\l;!d level.
TYPICAL SINGLE DEVICS/4' o.nci l' MODELS
lIE APPROVED It? DEVICES
H9rslPY- Beeeo Hodel fRP II
'Watts KOiiel 909 or 009
Conb~co 40~00
lIE APPROVED DOUBLE-cl-ECIC VALVES
HerslPy-Beeeo Model fDC
'Watts l4O<IIel 709 01" 007
COrlbrOCQ 40100
iCY. lIo\1i
~ ...mJ...-
:c r Jill t) 0
o L==:r
Top View
Fore! Meter
FlMg~
o ~i po
Ford Angle
VQ.lve<Fl.a.nged} Flow
..
~c~
[~]
,
Meter ,
(Fl~ngee!) 1,
C QI
"'d1!
xc,.,
Vv'
12'
f
-
F~.BIJr CWRWA~~ '1d=
IHG
-- ~"IJ -cr."..
_fIf EN,__
4' a.rni 1" MODELS ......
-. ~... 1 t:F ,
---, .
.-..
~
/
Approvea BcckFlow ;lIE
Prevention DevictElClngeol)
~ s:?..
~r:; ~ BrClss NIpple
~ ..-----
'\b
L
us
E QI
015
-Y_
1/l(,1
~
u
TYPICAL SINGLE DEVICI1 1/2. a.nci 2. MODELS
--
NOTE'
Ile\tl~ I'IUst be iI'I!11;o.Ued lIPV'el.
. APPROVED R.P. liEVICES * APPROVED l'llUDIL-CHECK VALVES
Harswy- inca Mol:IliIl f'RP III H;trzitY- Jittl'ca ModlPl me
'w'ctts Hodel 909 0,. 009 'w'ctts Hodel 709 01" 007
ConilrCl.co 402Uil COtibr~co 4D1OO
_ 1lA1I
~
I![ ilL
.m.--m
I I: oll[ :I LI
fit.
::IlK ((
w
F\ow
-
TlI.pped F\~ W
DIU! Wlllv"""""'- ~
I.
ill,.QlJS NIpples ;- 2"!lc.ckf'tow
(Typ.) ". Preventer
......
_II'I I( II.
.....
BYPASS DETAIL
Appr-oWld Bockf'lClw
Kli!..siUen t ~~lI.h r Plo.w Stro.lnv,. /PrIllVlrnWM ReQit.len.t S il'o.t
os &. 'I' Vil.l..... " A / os .. Y W.lve
F1/V'1S" T 'C~:I C ::I . f't~ Tee
Ft..l'lQli!O 90" B..mf-..........~~. = ~ ~ ~ ~ ~.Ft,Gl'\Ql'd 'SO' Bend
o ooJI( Jll JI~I~ 0 ~/ 1JI'Ilf't~
E == ~tlil"'. 1 .... - E == ,...-
~ ~'~ ~DJ. P~e
111 (:t..:J\" Ji I /0:::\ ,\1 \\1
"- SUppDl"ts /
'0" Brms5 E
J
\
.~S:
1/1 ~ ---- IU 9lr Bend
-
flow
--
em OF ctLARWATE':li FLORIDA
puauc WQRI(S A!)~l tSTRATION
ENGINEERING
1l.Jl' T~. TER SETS 'w'. orJ\4
lH.lI@ III'!II PRE:VENTERS ~
1 ri 2' HtIDaS ~
~ 2~5
~ JII )jl
M "--- TGpped rlCl.ngv
...ik "--- BaU Vo.lvIP
,.
J
90" Bra.ss Ell
~=~-
M.J. 9lr Bend..-""'" '- 1\1
-
J
TYPICAL COMPOUND VATERHETER SET
"'"t...
NOTE.
1. 0 S , V Val_ Ho.ndln rih b. Cha.lnwal o.nli L~
e. Ka-tii,. Sifts .,Ill bIf PelfIt1l'd Af'Wl" ltIstol\cltlon.
3. Bypo.ss Pipe .. FIttings Sho.U be Threaded lJr-us.
. APPROVEDU. DEVlCES
;w,.gr~ lillllCO Madill &Clot
AMs 500G SS
"Wo.ttsHodel 90901" 009
~brClCC! 4aeoo
IIAPPROVED DOUBLE-cHECK VALVE:i
Hersey-Beeto Molliel No. 2
AM. 2000 SS
'W'crts Hodel 70901"007
CQnbro.cC! 40100
IIE1t u.'IE
--
CItY or C!.WAI:. WAn; MRIOA
f>Uauc WORKS RATION
ENOl
TYPICAL D ~
~If .......ER METER SET 4
90' RISE
a',4" o.M III" I1ODt.U 3 Of' 5
-.
DRAWING TYPE
PROFESSIONAL ENGINEERING RESOURC S, INC.
646 94th AVE. NORTH ST. PETERSBURG, FL. 33102
CIVIL ENGINEERS, PLANNERS. PERMIT EXPEDITORS (727) 576-2007
o PRELIMINARY
iii CONSTRUCTION
o RECORD
I
I
DESIGNED BY PVS
DRA.WN-'9Y.,., .'. GMc
CH~CK~t{:'aY" .,pvs
riA Tk,;"J.~')'O;,~>., 74--30-03
_..",.I'~> ~~ "
"'':'-~'.'" '"< ,"..,~__ l'~...)~/
-' .~ ~R~~-~OVED~'" ,
~X.~A7A,"~"~ ~="L ~ /
V~ . /~.~ c. 0/ 'l.--/a.f ~
/' ~ ........, '" . -- / /' ~
~;~":t I ~ --~-
;. PA'1!L ~ i ,Si.!~FU'1A._REG. NO. 35628
';'-~':- -/ '" . ",>_~' r-~~". Q ,
SHEET
NUMBER
15
;f;
"
,\
~t~t~> ,O~ ...:.~
',!"} \i\lH\,\~",.,........~"""""
rlow
-
.AIh.-rfI1 ... -~.1
IIIX!IIu .II( IIrr :IlK (( I II JJU;(III JII .>>
:J"11Y ~r-o.q Nlppt~.'" -- :FI=-- - ~ TQp~ rl~nQI'
3 r (Typ,) ~ / Pr~vel'lter ~ ~ Da.1t VCllv.
I. -11'1 n ,.. .
J
II HI
~
{( III
T~pftI rlClll~
kll Va.lv./'l
IIIll
90. llrIU.S
90. llrus Ell
__ XT"
Appt-ov~~
lIllckf'low
RftSlU~ Snt (PrltVIlPltlll'" R~t Snt
OS .. Y Vlllv~ /0$ .. Y V"lvlt
"J r Plo.te S'tN.lnlrl" J /
rlGonged T~~ c ~~ ~' ~ 7rla.nged Tee
"1~1i 45. Be~" ~ . ~ ~ "^ ;;: _/ ./"" Flll~d 45' Bend
Q 0 ofl[ l~ Jn~ _0' g1lIDi
<<~, 0'~ ~w J, T h,,~ ,\,~
~ ,// '" Support. / '" ~m
~ m~ ~~
- "- M.J. 45. IktnaI TYPICII.. CtJA'l.Im VATER tETER SET M.J. 45" BeI'U~/
J
lGfD
L D S .. Y Vllly. Ha."u:ll... will bit ChlllMd a.m1 LodeN.
e. MeU,. ~ets will Dlt Pl1InWd ;.N:.,. InstGIIAtlon.
3. J)'PC15S P'1pe L nttlngs: ShAll b6? ThrlPlldlld ircuos.
CITY OF ctLAAWATER. FlORID;'
PUSUC WORKS ADt.lIN'STRATION
ENGINEERING
-M:j>. TYPICAL COMPOUND ~'4
DimlED Ill' "'HER METER SET ~
4;j" KlSE
_. -.. ..' loIllTlVl'l: 4' Of' :5
II( APPROVED 1tP. DEVICES
H_ry-Dnco MoaItrl 6CM
AM. 5DliIl SS
\{ca.i;t. Hodtrl 909 01" 009
ConbrAco 40200
lI(t\f'PROVtD DOUBLE-CHECK VALva
HttrH)'-1IHco Hodtrl No. 2
Ai'lH aDilO SS
\{lltt5 Hodtrl 7Q9 01" 007
ConbrAco 41)100
--
I&Y. MlI
---.
~1rf-
t:.l I~ 0 0
~r
-
--, .......
olllCM
----l~~
Top VIR
F" ora Meter F"la.nge
~
CI ~I jIo
Appl"oveol Bo.ckf'tQW It
Prevention DevlctEla.nged)
/
F" 01"'01 Angle
Va.lve(n~l"iQed) Flow
..
~..~ '""
. 311=-
[~j
....
cll~
....
.... ~~
clllil
...... [~J Bro.ss Nipple
!II~
Meter
<F"lo.nged)
CQ/
d~
%tI1
c..
(!j
SGI
+>'a
U\-
~Vt
U
Yv
12"
~
~
TYPICAL PARAlLEL. DEVICE
...
PIlI"'AIIIPI dltVlclP InstAll.tIon Is lPPlploylPCll whRnlPVltI" It I. vita.l
'to ~ta.lrl 1& cOf!tInuoI.j. llupp.)' of nttf" and .....,..
interruptions 'or trstl"U GNI ___vk:Ing .ould bIP unocc~llP.
Device l'lUst be Ins~U.~ levl!'l,
. APPROVED JLP. DEVICES . APPROVED DOllllLE-cHECIC VAl. vn
HeI"S!!'Y-BNCo Mod!!'l rRP U Hl!I"5l'y-Bl'l'CO Modl't rDC
,",o.'l:t. Mod"l 9119 01'" 009 \{db Mod"l 7119 01'" 007
Cor'ltlNlcD 40e00 ConbrllCD 40100
CITY OF CUAAWA'IU, noRiDA
PUBUC WORXS ADMINISTRATION
ENGINEERING
"'""'it'; a\' ~
___ Ill' PAIlAl.LEL METEl1 SET ~
- ~~ Sws
iIEY. llo\ll
-
stop Less Check
MUELLER H14350 with Lock wing nna
COl"'ipresslon Inlet or o.pprovea equo.l
Threa.aeol Corpora. -tion S-top
MUELLER HiS00e
or npproved equo.l \
( TAP AT 45. ANGLE )
S~olale requlreol on
4' p,V,C, only ----r fJ1'
So.c1dte sho.ll ho. \Ie clouble ~ fS(\
sto.lnless steel stro.ps ~ .
with epoxy con tea ~
ductile Iron body.
.
cne
....
\ Vct.,
Service Tubing
Drlscoplpe 5100 or Enclot/Yo.rclley
Blue Jet, SDR 9, 3408 POlyethylBne
\lOoter Ma.ln
CHLORINATION TAP
CITY or CLEARWATER F'LORlDA
PUSUC W(lRICS AOWINISTAATION
ENGINEERING
'IV ...,... ~ -- t..... ~
~ DA1I __
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SCIt. :HI itflf
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~
CH..ORINATION TAP
1 LF i!
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---
2' Ball Vo.l/
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3/4' GQlvo.nlzeJ I
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AND SAMPLE TNI
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T a.pplng Sl1ddt
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CITY or ctV.RW~ F'LORIDA
PUSUC WORKS l'STRAflON
ENGI NO
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- ~~ ~LF!
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~
OWNER:
PROJECT NAME:
SEC.~ TWP. 29S RNG. 15E
WA TERFRONT INVESTMENT
AND DEVCLOPM~NT. LLC
10225 UUlERTON ROAD, SUITE 3D
LARGO, FL. 33771
WA TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
WATER AND SANITARY SEWER DETAILS
PROJECT
NUMBER
03-1406
SCALE
N.T.S.
NO. DA TE BY
REVISIONS
o 2002 by Professional
Engineering Resource.. Inc.
All Richts Reserved
The arrangements depleted
here~ are the sole property
of Professional Engineerwg
Resources, Inc. and may not
be reproduoed in any form
without ita written permission
PROFESSIONAL ENGINEERING RESOURC S, INC.
646 94th AVE. NORTH ST. PETERSBURG, FL. 33702
CIVIL ENGINEERS, PLANNERS. PERMIT EXPEDlTORS (727) 576-2007
DRAWING TYPE
o PRELIMINARY
iI CONSTRUCTION
o RECORD
DESIGNED BY PVS
ORA WN SY,-, GMc
, - -
CH!rCKE:D i-BY PVS
DA Ti.'~,,"'o~,';.:'~<:/ 4--30-0.3
~~-;ci~_: :'(// , A /_
~1--~.~--b/'Y ~
',PAUL V~ $"'j~~M~.~~G. NO. .35628
r; ~ -.....,. ~ .... .."J
". 7 ~ 1..-. ~.~" :~- 0'. '"'~:"" .:;
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SHEET
NUMBER
16
GEN RAL
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7.
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13.
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73.
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8
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ITE PREPAR .TION NOTES
ING
1.
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4.
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IN ALL NECESSARY PERloiITS FOR MOVING ALL
TING
6.
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l
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c.
6.
7.
S ARE TO BE \fRAPPED AS
F,llllT.. RO D IIY AND
TESTING AND INSPECTllJN REQUIR , NT
1.
2.
3.
BY THE ENG R SHALL BE P BY THE CCNT T
RElNSPEC
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TESTING
CHEDUL
F R P OP SED ON-SITE I PR
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UTlUTY TRENCH
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NUMBER
17
8
SANITARY SEWER NOTES
1.
A VERTICAL CLEARANCE SEPARATION AND MINIMUM HORIZONTAL SEPARATION
SH."lL :!E P~VIl.C AS s'IofC!'1{N ON THE: UTlUTY CONf'UCT !JE:TAIL.
2.
A LATERAl. SEPARATION !J'" TEN (10) rEET CMINIMIJM) SHAlL lit MAINTAINED
IlETIo/EEN VATER HAINS AND SANITARV SEIo/ER AS SHQIJN ON THE VATEK
AND SEIJER UN[ ORIENTATION DETAIL.
ALL SANITARY s('w'ER MA1N$. LATERALS ANI) fORCE MAINS SHALL HAVE A
HINOOM SEPERATICN AS SHIl\IN ON THE UTILITY CONf"LICT DETAIL..
3.
4.
ALL ,W.e. GRAVITV SANiTARY SE'WtR PIPE SHALL BE SUR 35-
PIPE SHALL lIE IN ACCORDANCE 'WITH /lSTM D 3034 AND
AS PER THE PIPE SCHEDULE DETAIL.
"
IILL PVC ro.~ HAINS SHIILL :!E Pvc. c-m DR 18 CI1!lR GREE!t ~.s pt'-R THE
PIPE SCHEDU.E DETAIL. II MAGNETIC TAPE II MINIMUM !J'" 3" 'WIDE PLACED
OWE (1) FOOT ABllVE THE SANITARY SE',:ER FORCE MAIN SHALL BE MlJVIDED.
THE PRINTING ON THE MAGNETIC TAPE SHOULD READ 'CAUTION SE'JER rORCEMAIN
iiELO'w'* AS PER THE n"PICAi.. TRENCH DETAIL..
ALL DUCTILE IRON PIPE SHALL BE CLASS 52 PI1. YLINED IN ACCORDANCE VITH
ANSI II 21.50 (AWA C 150> AND ANSI It 21.31 CAW'" C 151).
6.
7,
POINTS [F CONNECTION FlJR THE SANITARY SEVER LINES ARE TO BE
COORDDlATED iV T'rt: CONTRACTOR 'WITH THE BUILDING PLUMBING PLANS.
a.
ALL SANITARY SEVER VllRIC SHAlL CONf"QRM 'WITH THESE PLANS
AND f'UlIUDA DEPARTMENT [If' ENVIRONMENTAL REGULATION (DU.)
STA.h/DAADS AND SPtClFlCAT1!!N.
"
PRmR TO COMMENCING VQRIC WItH REQUIRES CONNECTING NtV WRK TO
EXISTING LINES Oil APPURTENAHCi:S. THE CONTRACTOR SHALL VERItY LOCATIDN
AND ELEVATION OF' EXISTING COt-H:CTION POINT AND NQTIrY PROf"ESSIONAL
ENGINEERING RESOURCES INC. IJF' ANY CONf'UCTS OR DISCREPANCIES.
10.
SANITARY SEVER LATERALS SHALL BE SDR-35. ASTM ll3034.
1L
ALL SANITARY SEVER GRAVITY HAM DR SANITARY SEVER rnRCEMAINS THAT
REQUIRE D.LP. ARE TO BE PI1. Yl.INED.
II!.
CONTRACTOR TO REVtt" ""TtR AND stlltR DETMLS
PRIOR TO CONSTRUCTION TO BECOME f'AH1LIAR 'w'ITH THE
REGlJ'lllEMENTS.
13.
ALL F'IlRCE MAIN FUTINGS, JOINTS. GATE VALVES ETe. ARE: TO BE RESTRAINED
AS PER THE PRESSURE MAIN RESTRAINED JOINT TABLES.
14.
CQNTiACTCR TO COMPLY VITli THE TESTING REQUIREMENTS SHO\.'N
ON CONSTRUCTION PLANS.
1:5. ALL SANITARV SE'JER LATERALS TO HAVE A MINIMUM rF LOX SLOPE.
16. INSTALLATION CF THE SANlTARY SEVER SYSTEM SHALL BE IN ACCORDANCE
'WITH THE MANUF"ACTURERS REctlHHENllATIONS AND INSTALLATION GUIDELINES.
17. ALL ftlRCDWN fIlTINGS ARt iO BE RE-STRAINED.
SANIT ARY SE\rIER TESTING AND INSPECTION REQUIREMENTS.
L CONTRACTOR TO CCHPl. Y vtTH THE TESTtNG REQUIREMENTS SHO'WN
ON THESE PLANS.
2. ALL GRIlVITV SEVER PIPING SlW..L lIE SUUCT TO II VISUAl... INSPECTION AND
A TELEVISION INSPECTION lPON ClJ4PLETION OF' THE GRAVITY SEVER SYSTEM.
BY THE OVNER'S ENGINEER. CONTRACTOR TO NllTIFY THE ENGINEER
fORTY-€IGHT (48) H[JljtlS IN ADVANCE TIl SCHEDULE INSPECTION.
THE OVNER SHALL PAY THE COSTS OF' ALL INITIAl.. TESTIHG AND INSPECTIONS.
SHOULD ANY RE-TtSTlNG AND R(-!NSPtCTIo'~ BE REQUIRED DUE TO THE fMLURt
!J'" ANY TESTS TO MEET THE ENGINEER IJF' RECORD'S REQUIREMENTS.
THE CONTRACTOR SHALL 1IEAR AU.. COSTS or SAID RE -TESTING
AND RE-INSPECTmN.
3. THE CONTRACTOR SHALL PERFtlRM AN INf'ILTRATIDN OR EXFlLTRATlON TEST DR AIR
TEST ON ALL GRAVITY SEVERS IN ACCORIiANCE 'WITH THE REGl.JLATORY AGENCY
HAVING JURISDICTION AND THE ENGINEER !J'" RECORD. SAm TESTS ARE
TO IlE CERTIfIED BY THE ENGINEER or RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FlJR APPROVAL. COORDINATION AND NOTIrICATION Of'
ALL F'ARTIES IS THE CONTRACiOR'S iC(S?l).lSIIlILIiY.
NOTInCATION MUST BE GIVEN TO ENGrNEER Of' RECORD. F'tlRTY-EIGHT (48) H1JURS
PRIDR TO THE TEST.
THE OVNEA SHALL PAY THE COSTS or ALL INITIAL TESTING AND INSPECTlIJNS.
SHOULD ANY RE-TESTING AND RE-INSPECTION BE REQUIRED DUE TO THE rAILURE
or ANY TESTS TO MEET THE: CITY or VENICE Noll) THE ENGINEER !J'" RECORD'S
REQUIREKNTS. THE CONTRACTOR SHALL BEAR ALL COSTS or SAm RE-TESTING
AND RE-INSPECTION.
4. THE CONTRACTOR SHALL PERrORM A MANDREL AND T.V. TEST ON SANITARY
SEVER SYSTEM.
,. ALL rCRCE MAINS SHALL lit SUBJECT TO A HYDROSTATIC PRESSURE TEST
IN ACCORDI\NCE 'WITH THE REGULATORY AGENCY HAVING JURISDICTION
AND THE tNGINtER OF' RECORD. SAID TESTS AiCE
TO BE CERTIrIED BY THE ENGINEER [If' RECORD AND SUBMITTED TO THE
REGULATORY AGENCY F1JR APPROVAL. COORDINATION AND NllTIf'ICATION or
ALL PARTIES IS THE CONTRACTOWS RESPONSIBILITY.
NDTIf"ICATION !J'" THE TEST MUST BE GIVEN TO
THE OOL~tER OF RECORD. FORTY-tlGHT (48) HOURS PRlOR TO THE: n:sr.
THE INNER SHALL PAY THE COSTS !J'" ALL INITIAL TESTING AND INSPECTIONS.
SHOULD ANY RE-TESTING AND RE-INS?ECTIQN BE REQUIRED DUE TO THE FAILURE
!J'" ANY TESTS TO MEET THE CITY or VENICE AND THE ENGINEER !J'" RECORD'S
REQUIRt.P4EilTS THE CONTRACTOR SHALL litAR ALl. COSTS OF' SAID RE-TESTING
AND iCE-INSPECTION.
6. CONTRACTOR TO COOIlDINATE. IN VRITlNG \lITH PliJToctPY TO PRlJF'ESSIONAl..
ENGINEEIUNG RESOURCES. INC. AND O'JNER. VITH mSRVEYCR TO AS-B'JILT
or THE f'IJRCEMAIN 'w'HILE THE PIPE AND JOINTS ARE
UNCiJVE:RED AS REQU'IRED UNDER THE RECORD DRA'WING iCEQUIREHENTS,
7. CONTRACTOR TO COORDINATE. IN VIUTING IJITH PHOTIlctIPY TO PROFESSIONAL
ENGINEERING RESOURCES. INC. AND D'JNER. 'WITH SURVEYOR TO MAKE CERTAIN
AS-BI.J1l..T DRAIa'lNGS ARE PROV!!JE:D TO ~SSIONAl. ENGINEERING RESOURCES. INC.
'w'ITHIN TW (2) 'WEEKS AFTER THE SANITARY SEVER SYSTEM IS INSTALLED.
8. MY REINSPtCTION IY THE ENGINEER SHI\U. BE PAID IY THE CI:Nl'RACTDR.
OWNER:
WA TERFRONT INVESTMENT
AND D~V~LOPMCN~ LLC
10225 UUlERTOH ROAD, SUITE 3D
LARGO, FL. 33771
WATER SYSTEM NOTES
I
I
L
II VE!mCAL CLtAP.ANCE SEPARATION AND H!NLl4UM IGlZ!JNTAL SEPARATION
SHALL BE PROVIDED AS SH!JVN ON THE UTILITY CONFl.ICT DETAIL.
a.
A LA1ERAL SEPARATION or TEN CliD FEET (MINIMUM> SHALl. BE HAINTAINED
BET\oI[EN 'WATER MAINS AND SANITARY SE....ER AS SHOWN ON THE ....ATER
AND SEVER UN( ORIENTATION DETAIL.
ALL VATERNAINS SHALL HAVE A NOOHUH SEPERATION AS SH!JVN ON
THE UTILITY CONfUCT DETAIL..
3.
...
ALL ...."TER SYSTEM VORK SHALL CONF"ORM 'w'ITH THE CITY or CtEARVATER
STANDARDS AND SPECIfICATION AND AS SHOIJN ON THE VATER AND SE'JER DETAILS.
:s.
CONrUCTS BET\JEEH ....ATER A.t.!D STORH OR 8."MTAAY SE:\ttER TO BE RESOLVED
BY ADJUSTING THE VATER LINES AS NECESSARY AND PER THE UTILITY
CONfLICT DETAIL..
6.
ALL PVC VATER MAINS f'OUR (4) INCHES THROUGH T'w'ELVE (12) INCHES SHALL
BE IN ACCORDANCE VITH AWA C-90D. PIPE SHALL BE CLASS 150 AND MEET
THE REQVlREHENTS or DR 14 fOR r:OUR (4) INCH AND DR 19 fOR SIX (6)
INCH THROUGH TVEL VE (12) INCH PIPE.
7.
ALL PVC 'WATER MtuNS SMALlER THAN FOUR (4) INCHES SHALL BE CLASS
200 AND MEET THE REQUIREMENTS or SUR 21 IN ACClJRDANCE 'WITH ASTM D-22441.
8.
ALL DUCTILE IRllH PIPE SHALL BE CLASS 52 IN ACCORDANCE IJITH
AI'lS! A e1.50 (A'w'''''' C 150) AND ANS! II 2121 (AWl\, C 151),
,.
ALL fITTINGS LAR!iER THAN TVlJ (l!) INCHES SHALL BE DUCTILE IRON CLASS 5i3
TN ACC-oRDANC[ 'w'ITH AWA C-110 "'1TH A PRE~\.iRE RATING or 350 PSL JOINTS
SHALL DE NECHANICAL JOINTS IN ACCORDANCE 'WITH AWA C-UL f'ITTINGS
SHALL BE CEMENT LINED AND COATED IN ACCORDANCE 'WlTH AVVA C-l04.
1\1.
AlL fITTINGS NO (2) INCHES At'D S/i'.ALLER SPALL BE SCHED'JLE 40 PVC VITlH
SOLVENT \!ELDED SLEEVE TYPE JOINTS.
11.
CONTRACTOR TO INSTALL TEMPORARY BLIJV[]ftS AND SAHPlING POINTS AT ALL DEAD
END LOCATIONS. TIE-IN LiJCATIlJNS. AND AS REQUIRED BY THE HEALTH DEPARTMENT
OR ENGINEER [F REctllm. CONTRACTOR TO ASSURE ADEQUATE n.USHING AND. DISVI'"ECTION
Of THE 'iATER SYSTE.....
12.
ALL f'ITTINGS. JOINTS. nRE HYDRANTS ETe. ARE TO BE RESTRAINED AS PER
THE PRESSt.IHE HAIN RESTRAINED JOINT TABLES.
13.
VAiERMAINi SHALl.. BE INSTAlLEll IY .. CONTIW:TOR DOL'( UCENSED IY THE
STATE. CONTRACTOR TO VERIFY REQUIREHENTS PRIOR TO CONSTRUCTION.
14.
ALL W'ATERi4IlINS AftD VATER SERVICES TO BE INSTALLED UNDER ROAD UNDERIllRAIN
'WITH EIGHTEEN Ci8) INCHES SEPARATION.
1:1.
ANY DEVIATION IN THE nRE HYDRANT LOCATION AS SHIJ'JN IN THE DETAILS HWST
BE APPROVED IN ....RITING IIY PROftSSIo'''lAL ENGlNEE.'tING RESOURCES. l"IC.
16.
CONTRACTOR TO INSTALL A BLUE MAGNETIC TAPE THREE (3) INCHES 'JIBE AND
PLACE ONE (1) F'OOT AIOVE VATtiVolAIN. THE PRINTING ON THE MAGNETIC TAPt:
SHALL READ 'CAUTION POTABLE ""A TERMAIN BELOV' AND PER iHE TYPICAL DETAIL..
17. CONTRACTOR TO REVIEV "'ATER DETAILS PRIOR TO CONSTRUCTI~ TO BECOME
fA."IIU~ 'WITH ENGINEERING PLAt' REOOIRE."lENTS.
18.,
INSTALLATION or THE VATER SYSTEM SHALL BE IN ACCORDANCE
VITH THE KANUrACTURERS RECIlMHEND~TItlNS AND INSTALLATION GUIDELINES.
\VATER TESTING AND INSPECTION REQUIREMENTS.
1.
CONTRACTOR TO CIJMPL Y "'1TH THE COt4Ti<UCTIiJN PLAN TESTING REGll.jIREiE"NTS.
e.
ALL COMPlJNENTS or THE 'w'ATER s)'~rQ4. INCLUDING f'ITTINGS. HYIIICANTS.
CONNECTIONS. AND VAlVES SHALL R~MAIN UNCOVERED UNTIL PROPERLY
INSPECTED BY AND ACCEPTED BY THE..O'w'NER'S ENGINEER.
PRESSURE: TESTS TO BE IN ACCORDANCE 'WITH THE ENGINEERING PLAN
AND h'EioL TH DEPARTMENT SPECIFICA TIlJNS,
CONTRACTOR TO NOTIFY lJ'INER'S ENC'i'N!:ER F'CRTY-EIGHT (48) HOURS
IN AlNANtt or Pf;l:(FORMING tE$TS,
3.
THE ClJNTRACTlJR IS RESPl1NS1BLE r~ COORDINATING APPI.ICADl...E TI'...snIi!G
'WITH THE VARIlJUS AGENCIES AND THE ENGINEER or RECORD.
THE 0'0.-'NtR SHALL. PAY THE COSTS OF" ALL INITIAL TESTING MID INSPECTIONS"
SHOUlD ANY R[-TESTING AND R[-INSPECTION BE REQUIRED DUE TO THE f'AILURE
cr Ai<lY TESTS TO MEET THE ENGINEER cr i<ECtlim'S
REQUIREMENTS THE CONTRACTOR SHALL BEAR ALL COSTS Of" SArD RE-TESTING
AND RE-INSPECnOH.
4.
CONTRACTOR TO PERrnR1'4 CHLORINI\lU1N AND BACTERIOLOGICAL SAMPLING NlD
OBTAIN CLEARANCE OF' THE VATER SYSTEM. ORIGINAL BACTERIOLOGICAL TESTS
TO :at SUBl4ITTED TO D'.'NER'S ENGINEER.
So
CONTRACTOR TO COORDINATE. IN WITlNG \lITH PHOTOCOPY TO PRlJF'ESSIDNAL
ENGINEERING RESOURCES. INC. AND OVNER. VITH SURVEYOR TO AS-BUILT ALL
JOlli!TS AND ELEVATIONS OF" THE 'WATE.R HAIN IJHILE THE PIPE A.t-tD JOINTS ARt
UNCOVERED AS REQUIRED UNDER THE RECORD DRA'WING REQUIREMENTS.
6.
CONTRACTOR TO CUORDINATE. IN WITING "'1111 PHOTOCOPY TO PRLItES'SIUNAL
ENGINEERING RESOURCES. INC. AND 0'w'NER. 'WITH SURVEYOR TO MAKE CERTAIN
AS-BUll T DAA'WINCiS ARE PROVIDED TO PROF'E$SIQNAL ENGINEERING RESOURCES. INC.
T'WO (2) \,lEEKS AFTER THE VATER SYSTEM IS INSTAL.LEII.
7.
ANY REINSPECTICN BY THE ENGINEER SHALL :BE PAID BY THE CONTRACTOR.
PROJECT NAME:
PROJECT
NUMBER
03-1406
SEC.~ TWp.29S RNG. 15E
WA TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
WATER AND SANITARY SEWER DETAILS
SCALE
N.T.S.
NO. DA TE BY
REVISIONS
C 2002 by Professional
Engineering Resources. Inc.
All Rights Reserved
The arrancements depicted
herein are the sole property
of Professional Engineering
Resources. Inc. and may not
be reproduoed in any form
without ita written permission
PROFESSIONAL ENGINEERING RESOURC S, INC.
648 94th AVE. NORTH ST. PETERSBURG, FL, 33702
ClV"..L ENGINEERS, PLANNERS, PElUUT EXPEDITORS (727) 576-2007
DRAWING TYPE
o PRELIMINARY
Iii CONSTRUCT/ON
o RECORD
---
DESIGNED BY PVS
DRAWN BY GMc
CHECKED BY PVS
DA Tg~,..'.-""'." ',."c"~" 4-30-03
Aft '.:'?Y~,~:;tt::'''~ .' ,....
-;.~:1J:;/,>~?~ ~h
',.'~ /Ji f;:.'" ~. ' . ."/
, t:1~i:.. -,Y.'_)E'~.ERMA,Jj€G. NO. 35628
# ~~Sv- "" ,..~-:-: --
I; ~/ '},~~~1~~'~ >,.1', t"
(. '('~ _, :::.':?j:;.,:,;,-, "2'", .:;::') .-"
\ t~~1~;~~~J~:o/ ,.
'I.
I ~ . ..
SHEET
NUMBER
18
~u~
~~~
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/
/
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/
/
CONTRACTOR TO CALL "SUNSHINE" AT 1-800-432-4770,
48 hrs. PRIOR TO. ANY CLEARING OR CONSTRUCTION
FOR EXISTING UTIIlTY LOCATIONS.
LEGEND
PROPOSED
EXISTING
SPEEDING FINES
DOUBLED
WHEN WORKERS
~ 20 10 0 20 40
r'l... - 1 lID_ - ~~
15 5
NORTH GRAPHI C SCALE
-IJ- - 'WATER MAIN _IJ- -
-f- - fIRE MAIN -f--
-RUM- -,- RECLAIM 'WATER MAIN -RUM- -
REDUCER ------{>- -
TEMPORARV BLO'WOFF - - - ..;..1- -
FIRE HVDRANT -9-8- -
GATE VALVE (G.V. So BOX) - - -8- - -
fIRE DEPARTt-lENT CONNECTION. q
DOUBLE CHECK ASSEMBL V - - ~.!i- - -
VATER METER - - -!?'~ - -
SANIT ARV SE'WER LINE = = ss ==t:::z=
SANITARV SE'WER FDRCEMAIN --SSfM-!>--
SANIT ARV SE'WER MANHOLE (~
o CLEAN OUT - - --0
~ STORM DRAIN = = SIl = =
--- ROOF DRAIN ===
@] GRATE INLET ::3-
. JUNCTION BOX 0
- _ - - _ EROSION CONTROL t::I t::I t::I t::I Q
[J OUTFALL STRUCTURE [J
eJ MITERED END SECTION (M.E.S.) =
'1'1 'I" 'I" TOP OF BANK ...... ....
FENCE DR 'WALL -x - x-
- - - EASEMENT DR SETBACK - - - - - -
-. TRAFFIC FLO'W ARRO'W c=:t>
6. HANDICAP PARKING SPACE @
~ H.P. DR CHANGE IN GRADE N/A
0-- UD- UNDER DRAIN N/A
~ ELEVATION 14 x 75
CONTOUR - - 9.0 - -
GTE - -GTE- -
U.G. ELECTRICAL LINE -P - -
GAS MAIN -G - -
. ...
\
.... I
~
.
-::
~
t8I
_ SS.........
-SSFH.......
.
u~~
SO
END
ROAD WORK
PROPOSED F.D.O.T. TYPE I
DR TYPE II BARRICADE DR
VERTICAL PANEL OR DRUM
('WITH FLASHING
LIGHT AT NIGHT ONL V)
NOTES:
1. CONTRACTOR TO COMPLY \.,lITH F.D.O.T. INDEX.
NO. 604 FOR MAINTENANCE OF TRAFFIC ALONG
S.R. 595 DURING CONSTRUCTION OF
DRIVE\.,IAY.
2. F,D,O.T. AND PROFESSIONAL
ENGINEERING RESOURCES, INC. TO INSPECT
MAINTENANCE OF TRAFFIC BEFORE
COMMENCING DRIVE\.,IA Y \.,IORK.
PROPOSED F,D.O,T. TYPE I
OR TVPE II BARRICADE DR
VERTICAL PANEL DR DRUM
('WITH FLASHING
LIGHT AT NIGHT ONL V)
PROPOSED FLAGGER
LOCATION (TVP)
~
~ END
o ROAD WORK
00 ~ ::/f::::;:.
/. ./
~~ (!i:'i'i/,~
..A <::) sv;7; /' /' ^-<;V
:::.:./ / / / ,,/
/ ./ ~-L<
AS // .
.~:::::.. / /
~.. .:. .:. """lB /
.. .::.::.::.;.;.--./
: : . : : ..,;.;.- . 4>
... /~ j
~y~/~
/ //
//
/
:::::-
:::::-
:::::-
:::::-
:::::-
:::::-
:::::-
:::::-
:::::-
:::::-
:::::-
::::0
/
/
IIII
- ~I
J )
I I
I I
I I
prUr
I I
IJ
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
~
,/
u
N--
DRY DETENTION
POND NO. A
PROPffiTY UNE
"
II
II
\
)
I
I
I
1
-~... - ....
-=:::: ~
,
I I
- -
L__~__ _ _~_~__
- -
- ===-----
t:====-
---
---
-----
0.7'x2.5' SKIMMER
TOP EL '" 42.638
BOTTOM EL = 40.18
/
\ /
\\ .
11/
2.2' WIDE x 2' DEEP SLOT
ELN ... 40.51
I
S 00'08'42'Yt' (D&M) 140.00'
OWNER:
PROJECT NAME:
SEC.~ TWP. 29S RNG. 1SE
PROJECT NO. DATE BY
NUMBER
03-1406
SCALE
1 '=20'
REVISIONS
<C 2002 by Professional
Engineering Resources, Inc.
All Rights Reserved
The arrangements depicted
herein are the sole property
of Professional Engineering
Resources, Inc. and may not
be reproduced in any form
without its written permission
..~
PROFESSIONAL ENGINEERING RESOURCES, INC.
646 94th AVE. NORTH ST. PETERSBURG, FL. 33702
CML ENGINEERS, PLANNERS, PERMIT EXPEDlTORS (727) 576-2007
o PRELIMINARY'" .j'
>
. CONSTRUCTION /
o RECORD
Q E$LGN E.P.:..L~Y
[)R,A.WN~"-'BY . /
~~~~~-"':"'-;..~-' ,
Ct:;HzC.,KE D BY
-- ',',
:G'[)A!E
PVS
SAG
PVS
4--.30-0.3
SHEET
NUMBER
DRAWING TYPE
WAT~RFRONT INVESTM~NT
AND DCVELOPMENT, LLC
10225 UUJERTOH ROAD, SUITE 3D
LARGO, FL. 33771
WATERFRONT INVESTMENT .AND
DEVELOPMENT OFFICE BUILDINGS
MAINTENANCE OF TRAFFIC
19
NO. .35628
WASTE WATER PUMPING STATION DESIGN PARAMETERS (PRIVATE)
NOTEI
THE PROPOSED LIFT STATION IS PRIVATE AND \JILL BE MAINTAINED BY THE PROPERTY O\JNER.
1.
SERVICE AREA'
CITY OF CLEAR\JATER
II. DESIGN CAPACITY
A. PROPOSED CONDITION I
OFFICE = 2,259 S.F.
FLO\J RATE = 120 GPD/l000 SF
AVERAGE FLO\J RATE = 2,259 SF x 120 GPD/1000 SF
= 271.08 GPD
B. PEAK HOUR FLO\J (PEAK FACTOR = 4,0)
271.08 GPD X 4,00
1,440
0.75 GPM
(USE 20 GPM TO MAl NT AIN V=2,00 FT ISEC IN 2' SSFM
=
C.
DESIGN MINIMUM FLO\J
0,04 GPM
271.08 GPD X 0,20
1,440
MINIMUM REQUIRED PUMP CAPACITY =
=
0,04 GPM
III. \JET\JELL DESIGN (DUPLEX SYSTEM )
A. DESIGN CRITRTIA
1. MAXIMUM PUMP MOTOR CYCLE RATE = 6 STARTS PER HOUR
2. MAXIMUM DETENTION TIME AT MINIMUM FLO\J = 30 MIN.
B. PUMP CONTROL LEVEL SETTINGS
1. PUMP CYCLING RATES ARE AT A MINIMUM \JHEN INFLO\J EQUALS
ONE HALF THE DESIGN PUMPING RATE OF 22 GPM
2. \JET\JELL VOLUME REQUIRED BET\JEEN LEAD PUMP START AND
PUMP SHUT OFF LEVEL =
V =
CYCLE PERIOD X 112 PUMP RATE
4
10 MIN. X 22 GPM 12
4
=
V
3.
\JET\JELL DIAMETER = 4 FEET
\JET\JELL VOLUME = 93.94 GALLONS 1 FOOT DEPTH
4. \JET\JELL LEVEL CHANGE BET\JEEN STOP AND LEAD PUMP
55 1 93.94 = 0,59'
DESIGN FOR 12 INCHES
5. CONTROL ELEVATIONS
BOTTOM EL. 30,50
ALL PUMPS OFF EL. 32,50
LEAD PUMP ON EL. 33.50
LAG PUMP ON EL. 34.50
HIGH \J A TER ALARM EL. 35.00
INFLO\J INVERT EL. 35.00
TOP OF SLAB EL. 39.40
IV. SYSTEM CURVE CALCULATIONS
A. DESIGN CRITRTIA
1. EQUIVALENT LENGTHS
0..
4,90
L.F.
1 114'
P,V.C.
90. ELBO\JS
10,34
1.00
FT.
b.
EA.
2'
2
c.
EA.
2'
UNION
CHECK VALVE
25,8
FT.
d.
EA.
2'
1
55 GALLONS
4,90
FT.
FT.
17,29
FT.
f.
ENLARGER
PLUG VALVE
FT.
e.
EA.
2'
114' x 2'
EA.
g.
4,5
L.F.
2'
PVC
1.00
4.50
FT.
59,93
4,90
TOTAL EQUIVALENT 2' LENGTH
TOTAL EQUIVALENT 1/4' LENGTH
FH 2' =
59,93 FT. X 0,74 FT.
100 FT.
4.90 FT. X 5,27 FT.
100 FT.
FH 1 114' =
B.
FORCE MAIN PIPING
1. EQUIVALENT LENGTHS
0.. 252
L.F.
2'
P.V.C.
90. ELBO\JS
FT.
b.
EA.
c.
4
EA.
2'
45. ELBO\JS
FT,
d.
EA.
FT.
FT.
:=
0.44 FT.
=
0.26 FT.
252
FT.
FT.
10.80
11 1/4. ELBO\JS
e.
EA.
2'
f.
ENLARGER
PLUG VALVE
FT.
EA.
g.
EA.
1.38
FT.
FT.
264.18
FH 2'
=
TOTAL EQUIVALENT LENGTH
= 1.95 FT.
C.
264.18 FT. X 0,74 FT.
100 FT.
TOTAL FRICTION HEAD .LDSS = 0.44 FT' + 0.26 FT + 1.94 =
2,64 FT
D.
PRESSURE (IN FEET> AT POINT OF CONNECTION
FT.
= 23 FT. MAX.
/
TOTAL TDH = 23 FT + 0.44 FT + 0.26 FT + 1.94 FT = 25.64 FT @ 20GPM
OWNER:
WATERFRONT INVESTMENT
AND DEVELOPMEN~ LLC
10225 UWCRTOH ROAD, SUITC ~D
LARGO, FL. 33771
PROJECT NAME:
u~~
SO
FLOTATION CALCULATIONS
. '.'" .~...
'. ,"" .'~.:'
ASSUMPTIONS,
CONCRETE =
SATURATED SOIL
\JATER =
150 LBS. 1 FT 3
120 LBS. 1 FT 3
62.4 LBS. 1 FT 3
4'
NO \JATER IN \JET \JELL
NEGLECT TOP SLAB \JEIGHT
NEGLECT SOIL FRICTION
8,90'
15'
15'
141
~
...4.
'"
'I . ."
: !
"
. 4
.. "', '
1.5'
4
CONCRETE BALLAST
.
"',
:4
" .'4.
18'
, ,4:
.' <I
. 4.'
'" '.
.A
.' ,'" .-
, 4
, 4.
,'" '
4
4.
, ,11
:4 . 4
4 ",',
;, , ,
SEE LIFT STATION PLAN FOR
REBAR LOCATION
· '" : .4 . ' ' 4' '" '
4'
'4
1
6.5'
---1
I~
BARREL \JEIGHT
BOTTOM SLAB \JEIGHT = ( 6,5') 2 ( 77 1 4) ( 1.5')(150)
= 0 LB
~
l
l
l
l
t
= 7,462.41 LB
TOP SLAB \JEIGHT
= 0 LB
=
BALLAST \JEIGHT
= [( 6,5') 2 - (4,33l] (77 1 4) ] ( 1.50')(150)
= 4 J150.88 LB
TOT AL \JEIGHT
\JEIGHT OF \JATER DISPLACED'
[(4,00)2 (771 4) ( 8,90 ) + (6,5') 2 ( 77/4) ( 1.5')] (62.4)
= 11,613,29 LB
10,079.47 LB
SAFETY F ACTORI =
11,613.29 LB
10,079.4 7 LB
1.15
~O~~
SO~
~~\
~~
~u~
~\J~
(\ 00'
~I^--{)
o~
?.\ G '(-.i.
/'
./
PROPOSED HEADER
CURB AT LIFT
STAnON DRIVE'<IAY
LoCA nON 23.75
LF <SEE DETAIL>
PROPOSED 2' PVC
<SCH 80) SANlT ARY
SE'<IER FORCEMAIN
PROPOSED 3/4'
PVC (SCH 40)
\JATER SERVICE
PROPOSED
(1) EXISnNG '<lATER METER
(1) 3/4' FEBCo 825Y
REDUCED PRESSURE
BACKFLo'<l PREVENToR
'<lITH CONCRETE PAD.
(2) 3/4' G.V. So BOX
/'
/'
/'
f(}\<:-'rJ./ -/
.~ ./
\&'./
-/
./
PROPOSED'
(1) 3/4' G.v, So BOX
(1) 3/4' B.F.P.D. '<IATTS 909 RPZ
(1) TEMP. BLo'<lOFF
CONTRACTOR TO INSTALL
SUBBASE AND BASE AT
LIFT STAnON DRIVE'<IAY
LoCA nON. CONTRACTOR TO
USE ON-SITE SUBBASE
AND BASE THICKNESS
AND COMPAcnON DETAIL.
PROPOSED 6 LF 6' PVC
<SDR-35) SANITARY SE'<IER
LATERAL @ 1.00y. <MIN)
TO nE INTO EXISnNG BLDG
SANITARY SE'<IER LATERAL
WA TERFRONT INVESTMENT' AND
DEVELOPMENT OFFICE BUILDINGS
LIFT STATION DETAIL
./
./
./
./'"
\\ ' . .
PROPOSED 6.8'x12,3' ~ . . , . . . .
CONCRETE PAD FOR \
LIFT STATION
PROPOSED 3/4' PVC
'<lATER SERVICE TO
PRIVATE LIFT STATION
APPROXIMATE LOCATION OF
EXlsnNG 6' PIC WATERItWN
EXIST. INLET TOP a - ~2.07
WEIR a - -W.J6 (0.65'1<0.8')
INY - J9.5~
PROPOSED SANITARY SE'<IER CLEANoUT.
RIM EL = MATCH PROPOSED GRADE <TYP)
INV, = MATCH EXISTING GRADE.
CONTRACTOR TO VERIFY ELEVATION
OF EXISTING BUILDING SANITARY SE'<IER
LATERAL PRIOR TO ORDERING LIFT
STATION AND PROVIDE ELEVATION TO
PROFESSIONAL ENGINEERING RESOURCES, INC.
EXISTING ASPHALT PAVEMENT
EXIST. TWO STOI?Y
CONCRITC BLOCK
BUILDING
No. 757J
\' . ,
. . . .
\
LIFT STATION LOCATION PLAN
SCALE: 1'=20'
PROJECT
NUMBER
03-1406
NO. DA TE BY
SEC.~ TWP. 29S RNG. 15E
REVISIONS
<D 2002 by Professional
Engineering Resources, Inc.
All Rights Reserved
The arrangements depicted
herein are the sole property
of Professional Engineering
Resources, Inc. and may not
be reproduced in any form
without its written permission
SCALE
N.T.S.
PUMP STATION CONTROL ELEVATION
.....
I I
I I I
I I I
L
J
4.0' INSIDE
DIMENSION
NOTE:
39.40
35,00
....
35,00
35.90
34,50
33.50
32,50
30.50
SYSTEM HEAD VERSUS PUMP CAPACITY CURVES ARE SHO\JN TO DETERMINE THE
SYSTEM OPERATING CAPABILITY AT THE FOLLO\JING CONDITIONS!
A.
CONVENTIONAL PUMPING STATION - FORCE MAIN (NON-MANIFOLDED)
1. ONE PUMP RUNNING, IF DUPLEX STATION
2. ONE PUMP AND T\JO PUMPS RUNNING, IF TRIPLEX STATION, ETC.
3. IF FORCE MAIN PROFILE RESULTS IN SIPHON, CURVE SHALL SHO\J OPERATION AT
ST ART -UP <TO HIGH POINT ONLY> AS \JELL AS FULL FLO\J CONDITIONS.
B. MANIFOLD PUMPING STATIONS
ALL CONDITIONS OUTLINED UNDER (A) ABOVE, AND
THE FOLLOWING CONDITIONS
1. SIMUL TANEOUS OPERATION OF ALL PUMPING STATION ON SYSTEM,
2. OPERATION \JHILE REMAINING STATIONS ARE OFF.
C. VARIABLE SPEED PUMPING STATIONS
ALL APPLICABLE CONDITIONS UNDER (A) AND (B) ABOVE.
AND IN ADDITION:
1. OPERATING PDINT~ INCLUDING SPEED AT PEAK, AVERAGE, AND MINIMUM FLO\JS.
f
DRAWING
o PRELIMINARY
. CONSTRUCTlON":::
o RECORD
./
./
././
././
~ ././
f(}'f''isJ./ ./
\&./ ./
././
././
././
././
/./
./
PROFESSIONAL ENGINEERING RESOURCES, INC.
646 94th AVE. NORTH ST. PETERSBURG, FL. 33702
CML ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007
TOP ELEVATION
INFLO'-' INVERT (LEV A TION
ALARM SIGNAL - 'ON' ELEVATION
INVERT ELEVATION OF DISCHARGE PIPE
LAG PUMP 'ON' ELEVATION
( IF DUPLEX SYSTEM )
INDICA TESIZE , TYPE AND LOCATION
VALVES AND FITTINGS OF DISCHARGE PIPE
(2') ( SEE LIFT STATION LOCATION PLAN)
LEAD PUMP 'ON' ELEVATION
SPECIFY PUMP MAKE, MODEL . It, HP,
Q VS. TDH, VOLTS 1 PHASE
( SEE PUMP PERFORMANCE CURVE .)
PUMP 'OFF' ELEVATION
\JET \JELL BOTTOM ELEVATION
PVS
GMc
SHEET
NUMBER
20
NO. 35628
1. HOSE BIBB WITH REDUCED PRESSURE BACK FLOW PREVENTER
2. GROUT FILLET (1 TO 1 SLOPE TO "HOPPER" BOTTOM)
FIELD INSTALL BY CONTRACTOR
A
GENERAL NOTES
MOUNT CONTROL PANEL
ON HINGE SIDE OF
ACCESS COVER
FOR OPERATOR SAFETY
eJ
f..:.:
la..J
~
~
~
4. HIGH TEMPERATURE BALL BEARINGS RATED FOR A LIFE EXPECTANCY OF 50,000
HOURS (UPPER BALL BEARING - SINGLE ROW lYPE AND THE LOWER BALL
BEARING - DOUBLE ROW lYPE). .
5. THE PUMP SHALL BE DESIGNED SO THAT THE PUMP SHAFT HORSEPOWER (BHP)
SHALL NOT EXCEED MOTOR RATED HORSEPOWER THROUGHOUT THE ENTIRE
OPERATING RANGE OF THE PUMP PERFORMANCE CURVE.
6. SINGLE PHASE MOTORS SHALL BE DUAL WOUND, CAPACITOR START-RUN AND
CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE
(190 TO 260). THREE PHASE M6TORS SHALL BE DUAL WOUND AND CAPABLE OF
OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE (190 TO 260)
OR OPERATE ON 460 VOLT BY CHANGING THE MOTOR LEADS INSIDE THE PUMP.
FIBERGlASS WETWELL:
SHALL BE A ONE PIECE UNIT WITH INTEGRAL BonOM, WALL AND UPPER FlANGE.
THE ENTIRE FIBERGlASS WETWELL SHALL HAVE A DYNAMIC LOAD RATING OF
16,000 FT /LBS. . EACH UNIT MUST BE SERIAL NUMBERED TO IDENTIFY THE TEST
PROCEDURE USED BY THE MANUFACTURER, ASTM D 3753 SPECIFICATIONS SHALL
BE REQUIRED AS MINIMUM,
ALUMINUM HATCH:
SHALL BE TSC MODEL-54R (54") ROUND WITH 24" X 36" ACCESS OPENING,
REINFORCED FOR LOAD RATING OF 300 LBS/FT WITH HOLD OPEN SAFETY ARM AND
LOCKING DEVICE FOR HASP lYPE PADLOCK.
VALVE BOX:
(FOR 1-1/4" TO 2" DISCHARGE HEADER SYSTEM)
SHALL BE 26" X 36" X 18" WITH 17" X 30" LID. THE BOX AND LID SHALL BE
FIBERGlASS COMPOSITE (H-10 TRAFFIC RATED).
(FOR 3" DISCHARGE HEADER SYSTEM)
SHALL BE 40" X 58" X 24" WITH 36" X 48" ALUMINUM COVER, REINFORCED FOR
LOAD RATING OF 300 LBS/FT WITH LOCKING DEVICE FOR HASP lYPE PADLOCK.
ACCESSORIES:
STAINLESS STEEL #304 - GUIDE RAILS, UPPER GUIDE RAIL BRACKETS,
VALVES: CABLE HOLDER, ANCHOR BOLTS
SHALL BE BRASS SEWAGE SWING CHECK VALVES WITH CLEAN-OUT PORTS
AND BRASS GATE VALVES.
PIPING: 1 1 /4" AND 2" SCHEDULE 80 PVC.
FLOAT SWITCHES: UL LISTED SJ ELECTRO MODEL (SJ 30 SWENO).
PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, SLIDE RAIL ASSEMBLIES,
CONTROL PANEL, JUNCTION BOX, FLOAT SWITCHES, ALUMINUM HATCH(S) AND
ACCESSORIES TO INSURE PROPER OPER\T!ON AND WARRANlY.
THE COMPLETE PACKAGE PUMPING STATiON SHALL HAVE PUMP BASES,
RAIL ASSEMBLIES AND DISCHARGE PIPING ASSEMBLED BY
TECHNICAL SALES CORPORATION READY TO SHIP FOR FIELD INSTALlATION.
THE STOCKING DISTRIBUTOR FOR EBARA SUBMERSIBLE PUMPS:
TECHNICAL SALES CORPORATION, 4621 N. ~:ALE AVE TAMPA, FL 33614 (813)876-9256
MOUNTING POST AND
SERVICE DISCONNECT WITH
LIGHTING ARESSTER
PER LOCAL CODE
(BY ELECTRICAL CONTRACTOR)
ACCESS KEY WAY
FURNISH AND INSTALL EBARA SUBMERSIBLE PUMPS: ( 2 EA.)
DESIGN CONDITION:
A
32 DGF
20
208/230
1 1/4"
2
25.64
THREE
3 3/4" TRIMMED
MODEL
GPM
VOLTAGE
DISCHARGE
HP
FT/TDH
PHASE .
IMPELLER
PLUG VALVE
:::
'<;:j-
If)
la..J
~
<:
~
Q
2
o
SEWAGE PUMP:
1. AIR FILLED MOTOR DESIGNED FOR SEWAGE APPLICATION WITH ClASS F INSUlATION.
2. RATED FOR TWENlY (20) STARTS PER HOUR.
3. HAVE DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE ON SILICON CARBIDE)
LOCATED COMPLETELY OUT OF THE PUMPAGE, IN A SEPARATE OIL FILLED
CHAMBER.
16" X 12" X 12"
FIBERGlASS
VALVE BOX
26" X 38" X 18"
COMPOSITE VALVE BOX
17 X 30 LID
PLAN
CONTROL PANEL WITH GENERATOR RECEPTACLE
WITH LOCKING PROVISION (BY PUMP SUPPLIER)
HIGH WATER AlARM LIGHT AND HORN
H-10 TRAFFIC RATED
(6)-S/S BOLTS FOR ALUMINUM COVER
CD
..~ .:.....
:<1 '.. :".4
....
PUSH TO SILENCE
54" ALUMINUM ROUND-24" X 36" LOCKABLE
ACCESS OPENING WITH S/S TAMPER PROOIF BOLTS,
S/S HARDWARE-300 LBS/FT LOADING, OPENS 90',
HOLD OPEN SAFElY ARM WITH RED VINYL GRIP
GAS TIGHT SEAL -OFF
JUNCTION BOX
(BY PUMP SUPPLIER)
VENT ~
12J 2" COND.UIT ~ . '"
1 FLOAT LEADS
1 PUMP LEADS
/S (6) HOOK CABLE HOLDER
1/4" S/S CABLE
S/S GUIDE RAIL BRACKET
LOCKING DEVICE
S/S GUIDE RAILS
2" BY-PASS
CONNECTION
SIHALL CONFORM TO
DEP 17-604.42(A)
TOP
EL. 39.40
4' . " .
.... .
. .f ',' " ..
~ ~:: .~.~. ~. .
...
==111....
l~OMPACTED FILL
SEE TESTING
SCHEDULE
P- TRAP
DISCHAR~
2" DIA.
PROPO ED 6" THICK
CONCR E SlAB
W/6"x "x1.4x1.4 W.W.M.
3000 SI @ 28 DAYS
BRASS GATE VALVE AND
SWING CHECK VALVE
WITH CLEAN OUT PORT
COMPRESSION COUPLING
LINK-SEALe TYPICAL FOR
PUMP DISCHARGE PIPING
(2) 1 1/4" x2". ENLARGER SCH 80 P.V.C.
DISCHARGE PIPES
FRP - FIBERGlASS REINFORCED POLYESTER
MONOLITHIC DESIGN WETWELL ASTM 03753
1 1/4"
(2) DIA. SCH 80 P.V.C.
DISCHARGE PIPES
PUMPS MUST BE MOUNTED ONTO
A SLIDE-RAIL SYSTEM TO PREVENT
ENTRY INTO A WET WELL "CONFINED"
SPACE AS DEFINED BY OSHA
EBARA QDC SYSTEM
"QUICK DISCONNECT COUPLING"
SLIDE RAIL SYSTEM
ALLOWS PUMP REMOVAL
WITHOUT ENTRY INTO WET WELL
EBARA 32 DGII, DGF 2 HP Synchronous Speed: 3600 RPM
Three Phase 1-1/4 or 2 Inch Discharge
Design flow: 20 GPM @ 25.64 TDH/FT (97 MM TRIMMED)
MOUNT FLOATS OUT OF
INFLUENT TO AVOID TANGLING
48" INSIDE
DIAMETER
. NDTE-
CONTRACTOR TO VERIFY A V AILABILITY OF 3 PHASE
PRIOR TO ORDERING LIFT STATION, IF 3 PHASE
IS NOT A V AILABLE USE SINGLE PHASE,
15"
EL.
HIGH
EL.
INLET
NDTE-
CONTRACTOR TO VERIFY AVAILABILITY OF 3 PHASE
PRIOR TO ORDERING LIFT STATION, IF 3 PHASE
IS NOT A V AILABLE USE SINGLE PHASE.
35.00
LEVEL ALARM
I 35.00
FIELD LOCATE
I 34.50
LAG PUMP ON
EL. 33.50
LEAD PUMP ON
32.50
PUMP OFF
T..
o
EL.
/EL. = 32.00
CONTRACTOR TO PROVIDE 3.37 CY OF
CONCRETE BALlAST WITH REBAR AS SHOWN.
PROFESSIONAL ENGINEERING RESOURCES TO
INSPECT STEEL PlACEMENT AND CONCRETE POUR.
18" OVERlAP (MIN.)
~ / CONCRETE BALlAST
~ AI-HI-FLOTATION FLANGE
#5 REBAR AT 9" O.C.E.W.
AROUND LIFT STATION (TYP)
NOTE:
CONTRACTOR TO PROVIDE 1 .84 CY OF
CONCRETE BOnOM SlAB WITH REBAR AS SHOWN.
PROFESSIOINAL ENGINEERING RESOURCES TO
INSPECT STEEL PlACEMENT AND CONCRETE POUR.
3" (lYP)
15 "
3" (lYP)
CD
u
g 60
:r:
2 50
o
I-
120
110
100
90
80
~ 70
GRINDER
EL.
EL. = 32.00
18" OVERLAP (MIN.)
40
EL.
30.50
BOTTOM
30
20
10
o
18"
o
10
20
30
40
50
Capacity US GPM
EL.
25.93
EBARA 32 DGII. DGF 2 hp Januory 2002
CONCRETE BASE SLABW/#5
REBAR AT 9" O.C.E.W.
TO BE COMPACTED
(SEE TESTING SCHEDULE)
#5 REBAIR AT 9" O.C.E.W. (lYP)
SECTION A-A
LIFT STATION BOnOM SlAB SlAB TO BE FIELD INSPECTED BY
PROFESSIONAL ENGINEERING RESOURCES, INC.. CONTRACTOR TO PROVIDE
PROFESSIONAL ENGINEERING RESOURCES, INC. WITH COMPACTION TEST
RESULTS PRIOR TO FORMING STEEL.
OWNER:
PROJECT NO. OA TE BY
NUMBER
03-1406
REVISIONS
PROJECT NAME:
SEC.~ TWP. 295 RNG. 15E
WA TERFRONT INVESTMENT
AND DEVELOPMEN~ LLC
10225 ULMCRTOH ROAD, SUITC 3D
LARGO, FL. 33771
WA TERFRONT INVESTMENT AND
DEVELOPMENT OFFICE BUILDINGS
LIFT STATION DETAIL
N.T.S.
SCALE
CONTROL PANEL -SHALL CONFORM TO DEP 17-604.42(A)
CONTROL PANEL SHALL BE TSC MODEL-38D IN A NEMA 4X
FIBERGlASS ENCLOSURE. THE PANEL SHALL MEET STATE OF
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP),
ENVIRONMENTAL PROTECTION COMMISSION (EPC) AND LOCAL
CODE REQUIREMENTS GOVERNING PRIVATE liFT STATIONS.
ALL COMPONENTS, FLOAT SWITCHES AND CONTROL
SYSTEM SHALL BE UL LISTED. THE CONTROL SYSTEM
SHALL BE INTRINSICALLY SAFE.
A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS
BEnNEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS
ENTRY INTO CONTROL PANEL.
ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT
WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODES.
THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT
SEnLlNG OR TIPPING.
SINGLE
PHASE WIRING DIAGRAM
U-RED V-WHITE Y-BLACK
230V
1.0'
4W
MS 1
OL'S
MB 1
~
MCB
~
PUMP1
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CAPACITORS AND
RELAY ARE
PANEL MOUNTED
SC
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MB 2
....--.-
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~
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o I
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CONTROL PANEL LAYOUT
AL
AH
PRESS
TO
SILENCE
ALARM
ORB CCB MB 1 MB2 MCB ECB
~~~~
CONNECTION POINT "A"
SP THREE
PHASE WIRING DIAGRAM
U-RED V-WHITE W-BLACK
CD 0)
SF
o
9
ETM1
SF
o INTERLOCK
9
ETM2
ALARM AND RUN LIGHTS
(4) FLOAT LIGHTS
HOA
\
~
DR( GFI)
LEAD fLAG
SELECTOR
o
\)
GR
0) 230V
3.0' :
4W
MS 1 OL'S
o-'-;~ PUMP1
MB 1
GR
MS 2 OL'S
~ PUMP2
I. . -~...,--
MB 2
ECB
SAFE1Y DOOR
ALUMINUM
INNER DOOR
REINFORCED
ON ALL SIDES
CONNECTION POINT "A" N
GRD
F1 ~
DRB
,-,.
PM
1 8
ITS OL'S
B9 B10
ITS OL'S
B12 B13
MOISTURE 1
, /
--~(2) SHOP POURED GAS
---- TIGHT SEALS 1-1/4"
APPLETON TO PREVENT
SEWER GAS ENTRY
INTO PANEL
NEMA 4X
12 X 12 X 5
FIBERGlASS
JUNCTION BOX
W/ALUMINUM SUB
PANEL AND (3)
TERMINAL STRIPS
SHOWN OPEN
FOR ClARITY
FLOAT CONTROL CABLES
AH
AL
ASB
ATS
CCB
DR
ORB
ECB
ETM
F
FL
FS
0GR
GRD
HOA
lA
MB
MCB
MS
N
OL'S
@PM
PTS
R
RC
RD
RL
RTS
SC
SF
SR
0sp
ns
C 2002 by Professional
Engineering Resources, Inc.
All Rights Reserved
The arrangements depicted
herein are the sole property
of Professional Engineering
Resources, Inc. and may not
be reproduced in any form
without its written permission
SEAL
PROBE
eI GRD
IPUMPl TERMINAL
~ GRD
PUMP2 TERMINAL
TO PUMP1 PROBE
Bll (OPTIONAL)
;' ,
MOISTURE 2
, ;'
FS 4
B7 B8
HIGH ALARM
TO PUMP2 PROBE
B 14 (OPTIONAL)
;' ,
AL
FS3
B5 B6
LAG/BOTH
FS2
B3 B4
LEAD
A2
AH
Rl ~
5 8
Rl
PUMP POWER CABLES
FS 1
B1 B2
OFF
7
(2) 2'" CONDUITS REQUIRED BY NEC
(1) FLOAT CONTROL CABLES
(1) PUMP POWER CABLES
LEGEND
AlAR M HORN
AlARM LIGHT
ALAR M SILENCE BunON
ALTEIRNATOR TEST SWITCH
CONTROL CIRCUIT BREAKER
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE BREAKER
EMERGENCY CIRCUIT BREAKER
ElAPSED TIME METER
FUSE
FlASIHER
FLOAT SWITCH (REGUlATOR)
GENERATOR RECEPTACLE
GROUND
HAND-OFF -AUTOMATIC SELECTOR
LIGHTNING ARRESTOR
MOTOR BREAKER
MAIN CIRCUIT BREAKER
MOTOR STARTER
NEUTRAL
OVERLOAD H EATERS
PHASE MONITOR
PUMP TERMINAL STRIP
RELAY
RUN CAPACITOR
DISCHARGE RESISTOR
PUMP RUN INDICATORS
REGUlATOR TERMINAL STRIP
START CAPACITOR
SEAL FAIL
START RElAY
SURGE PROTECTOR
THERMAL TERMINAL STRIP
PANEL WIRING DIAGRAM
ALL PANELS SHALL CONFORM TO FLORIDA. DEP 17-604.400
Q) GENERATOR RECEPTACLE FOR EMERGENCY
PO\.lER CONNECTION \.lITH INTERLOCK
@) SURGE PROTECTION AND LIGHTNING
PROTECTION ON ALL INCOMING LEGS
@ PHASE PROTECTION SHALL BE PROVIDED
@ SEAL FAIL DETECTING
PANEL MANUFACTURER SHALL BE A 'UL' LISTED SHOP.
EBARA DUPLEX PUMP STATION
FIBERGLASS WETWELL
TECHNICAL SALES
CORPORATION
WATERWORKS & WASTEWATER SPECIALTIES 0
Representing Innovative Manvractvrers
4621 N. HALE AVENUE PH (813)876-9256
TAMPA, FL 33614 FAX (813)874--1194
EMAIL: .tsctampaij.net
SCALE: N.T.S.
f:: ::< _f._ , t f
~ ~,~JQ~il!/ i,
j D~~}01SJlj;p.,?Vr 'r~vs SHEET
ORA WING TYPE .DRA'VtN'EI)6'-"'o GMc NUMBER
1-'-<"'-":'" . h, <. . ,
J"Q!H;i;rCKED..9.Y ~.~ PVS
?-Q':A'1:E- ,~.,:(3i:-.'- ~4,-;-.30-03
o PRELIMINARY ~"~' /.~ .,...
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PROFESSIONAL ENGINEERING RESOURCES. INC.
646 94th AVE. NORTH ST. PETERSBURG, FL. 33702
CML ENGINEERS, PLANNERS, PERMIT EXPEDITORS (727) 576-2007
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TREE PROTECTION LEGEND:
PLAT BOOK /22. PAGfS // & 12
"
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III -..------ ) PROPOSED TOP OF
II BANK <TYP)
PLAT BOOK /22. PAGfS // '" /2'
S 00'08'42"W (D&M) 140.00'
~ "
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I I
D EXISTING OAK TREE
o EXISTING PINE TREE
o EXISTING PALM TREE
o EXISTING CAMPHOR TREE
TO BE REMOVED SYMBOL
eNCORE: SENIOR LIVING III L.L.C:.
==~
CONC. BLOCK WALL
,.-,
I \
\; EXISTING TREE CANOPY
,--"I
PLANT MATERIAL LIST
TREES & SHRUBS
Quantity
4
11
3
Symbol
Q1
Q?)
~
Scientific Name
Lagerstroemia indica 'Muskogee'
Ligustrum japonicum 'Tree Form'
Magnolia grandiflora 'Little Gem'
SHRUBS & GROUNDCOVER
Quantity
140
573
570
Symbol
Common Name
Crape Myrtle, Lavender
Ligustrum Tree
Little Gem Magnolia
Planting Size
8' Ht, Full, 2" Col. Standard
8' Ht, Full, 2" Col. Equivalent Multi-Stem
10' Ht, Full, 2.5" Col. Standard
Scientific Name Common Name
Viburnum suspensum Sandankwa viburnum
Trachelospermum asiaticum 'Minima' Jasmine Minima
Raphiolepis indica Indian hawthorn
Planting Size
18"-24", Full, 3 Gal. @ 36" O.C.
I-Gal @ 24" O.C.
3-Gol @ 24" 0. C.
PROTECTION BARRIER NOTES:
1. PROTECTIVE BARRIER PLACEMENT: A PROTECTIVE BARRIER SHALL BE PLACED
AROUND ALL PROTECTED TREES PRIOR TO LAND PREPARATION OR CONSTRUCTION
ACTIVITIES ACCORDING TO THE FOLLOWING:
A. AT OR GREATER THAN THE FULL DRIPLlNE OF ALL SPECIES OF MANGROVES
AND SABAL PALM TREES.
B. AT OR GREATER THAN THE FULL DRIPLlNE OF ALL PROTECTED NATIVE PINE
TREES AND OTHER CONIFER TREE SPECIES.
C. AT OR GREATER THAN TWO-THIRDS OF THE DRIPLlNE OF ALL OTHER
PROTECTED SPECIES.
D. AT OR GREATER THAN THE FULL DRIPLlNE OF TREES WITHIN A SPECIMEN TREE
STAND.
2. PROTECTIVE BARRIER DURATION: TREE PROTECTION BARRIERS SHALL REMAIN
IN-PLACE UNTIL ALL CONSTRUCTION ACTIVITIES ARE TERMINATED. THE AREA WITHIN
THE BARRIER LIMITS SHALL REMAIN UNDISTURBED BY ANY ACTIVITY DURING
CONSTRUCTION.
3. EXISTING VEGETATION: NATIVE GROUND COVER AND UNDERSTORY VEGETATION
EXISTING WITHIN THE BARRIERS SHALL REMAIN THROUGHOUT CONSTRUCTION.
4. EXOTIC PLANTS: EXOTIC PLANT SPECIES MAY BE REMOVED PROVIDING WRITTEN
CONSENT IS OBTAINED FROM THE COMMUNITY DEVELOPMENT COORDINATOR. PLANT
SPECIES REMOVED WITH THE CONSENT OF THE COORDINATOR MAY BE REMOVED
ONL Y BY MANUAL LABOR UTILIZING HAND TOOLS OR BY OTHER APPROVED METHODS.
5. CLEAN-UP: PRIOR TO THE INSTALLATION OF ANY REQUIRED PROTECTIVE
BARRIER. ALL SURFACE DEBRIS. TRASH OR FOREIGN MATERIAL SHALL BE REMOVED
FROM THE AREA TO BE ENCLOSED BY THE BARRIER. AFTER INSTALLATION OF THE
BARRIER. NO SUCH MATERIAL OR LITTER SHALL BE PERMITTED TO REMAIN WITHIN
THE PROTECTED AREA.
6. PROHIBITED USE: NO EQUIPMENT, CHEMICALS, SOIL DEPOSITS OR
CONSTRUCTION MA TERIALS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIERS.
7. ALTERNATE BARRIER AREAS: LARGE AREAS ON A DEVELOPMENT SITE SHALL
NOT REQUIRE PROTECTIVE BARRIERS WHERE LAND PREPARATION AND CONSTRUCTION
ACTIVITIES WILL NOT OCCUR, AND/OR WHERE HEAVY MACHINERY WILL NOT VENTURE.
THESE AREAS SHALL BE DELINEATED AT THE POINT OF INTERFACE, USING A WOVEN
FABRIC RIBBON OR OTHER MATERIALS APPROVED BY THE COMMUNITY DEVELOPMENT
COORDINA TOR.
8. APPROVED MATERIALS: APPROVED MATERIALS SHALL BE ATTACHED TO 2 INCH
BY 2 INCH UPRIGHT POSTS. UPRIGHT POSTS SHALL BE MADE OF WOOD OR OTHER
SUITABLE MATERIAL APPROVED BY THE COMMUNITY DEVELOPMENT COORDINATOR.
SHALL BE AT LEAST 4 FEET IN HEIGHT AND SHALL BE SPACED NO MORE THAN 50
FEET APART.
9. ATTACHMENT TO PROTECTED TREES: NO ROPES OR RIBBONS SHALL BE
ATTACHED TO ANY PROTECTED TREE. NO SIGNS. BUILDING PERMITS, WIRES OR
OTHER ATTACHMENTS OF ANY KIND SHALL BE ATTACHED TO ANY PROTECTED TREE
OR PALM. GUY WIRES DESIGNED TO PROTECT TREES ARE EXCLUDED FROM THIS
PROHIBITION.
10. FINAL BARRIER LOCATION: THE COMMUNITY DEVELOPMENT COORDINATOR SHALL
MAKE THE FINAL DETERMINATION AS TO THE LOCATION OF THE PROTECTIVE
BARRIERS.
11. ROOT ZONE PROTECTION: AT ALL TIMES DUE CARE SHALL BE TAKEN TO
PROTECT THE CRITICAL ROOT ZONE OF PROTECTED TREES. AND ROOT PRUNING
REQUIREMENTS SHALL APPL Y TO SUCH TREES.
LANDSCAPE CALCULATIONS
NORTH PROPERTY: 306 L.F. - PERIMETER BUFFER*
306 L.F./ 100 L.F. X 1 TREES/35 L.F. = 9
TREES REOUIRED: 9
EXISTING TREES SAVED: 2
TREES PROVIDED: 7
SOUTH PROPERTY: 156 L.F. - PERIMETER BUFFER
156 L.F./ 100 L.F. X 1 TREES/35 L.F. = 5
TREES REQUIRED: 5
EXISTING 1REES SAVED: 5
TREES PROVIDED: 0
EAST PROPERTY: 140 L.F. - PERIMETER BUFFER
140 L.F./ 100 L.F. X 1 TREES/35 L.F. = 4
TREES REQUIRED: 4
EXISTING TREES SAVED: 0
TREES PROVIDED: 4
WEST PROPERTY: 280 L.F. - ROADWAY BUFFER
280 L.F./ 100 L.F. X 1 TREES/35 L.F. = 8
TREES REQUIRED: 8
EXISTING TREES SAVED: 8
TREES PROVIDED: 4
INTERIOR PARKING AREA: 12.088 S.F.
12,088 S.F. X 10% = 1,209 S.F.
LANDSCAPE AREA REQUIRED:
LANDSCAPE AREA PROVIDED:
1REES REQUIRED:
EXISTING TREES SAVED:
TREES PROVIDED:
1,209 S.F.
2.914 S.F.
8
5
3
FOUNDATION LANDSCAPING:
50 L.F. BUILDING X 5 L.F. = 250 S.F.
FOUNDATION LANDSCAPING REQUIRED:
FOUNDATION LANDSCAPING PROVIDED:
TREES REQUIRED:
EXISTING TREES SAVED:
TREES PROVIDED:
250 S.F.
287 S.F.
3
1
o
* NOTE: EXISTING VEGETATION IN DRAINAGE DITCH TO
REMAIN FOR VEGETATED BUFFER.
TREE PRUNING NOTES:
1. ROOT & CROWN PRUNING: WHEN CONSTRUCTION ACTIVITIES AFFECT PROTECTED
TREES SO THAT THE CRITICAL ROOT ZONE IS DISTURBED, OR WHEN PRUNING MUST
BE PERFORMED ON A TREE'S CROWN, ADHERENCE TO THE FOLLOWING
ARBORICUL TURAL TECHNIQUES IS REQUIRED:
A. ROOT PRUNING: WHEN THE CRITICAL ROOT ZONE WILL BE
DISTURBED, AFFECTED ROOTS MUST BE SEVERED BY CLEAN PRUNING
CUTS A T THE POINT WHERE CONSTRUCTION IMPACTS THE ROOTS.
1. ROOTS CAN BE PRUNED BY UTILIZING TRENCHING
EQUIPMENT DESIGNED FOR THIS PURPOSE; OR BY HAND
DIGGING A TRENCH AND PRUNING THE ROOTS WITH A
PRUNING SAW, CHAIN SAW OR OTHER EQUIPMENT DESIGNED
FOR TREE PRUNING.
2. ROOTS LOCATED WITHIN THE CRITICAL ROOT ZONE THAT
WILL BE IMPACTED BY CONSTRUCTION MUST BE PRUNED TO
A DEPTH OF 18 INCHES BELOW THE EXISTING GRADE OR TO
THE DEPTH OF DISTURBANCE IF LESS THAN 18 INCHES.
3. WHEN UNDERGROUND UTILITY LINES ARE TO BE
INSTALLED WITHIN THE CRITICAL ROOT ZONE. THE ROOT
PRUNING REQUIREMENTS MAY BE WAIVED IF THE LINES ARE
INSTALLED VIA TUNNELING OR DIRECTIONAL BORING.
B. CROWN PRUNING: WHEN PRUNING LATERAL BRANCHES OF
PROTECTED TREES. THE PROPER PRUNING TECHNIQUES DESCRIBED
HEREIN MUST BE FOLLOWED.
1. FLUSH CUTS (PRUNING CUTS THAT REMOVE THE BRANCH
COLLAR) AND STUB CUTS (CUTS THAT LEAVE A STUB ON
THE TREE) ARE IMPROPER PRUNING TECHNIQUES AND WILL
NOT BE ALLOWED.
2. ANY TREE THAT IS IMPROPERLY PRUNED WILL NOT BE
RECOGNIZED AS A TREE LEFT ON-SITE IN HEAL THY GROWING
CONDITION AND THEREFORE WILL NOT BE CREDITED TOWARD
MEETING THE TREE REPLACEMENT REQUIREMENTS.
2. UNLAWFUL FOLIAGE REMOVAL: IT SHALL BE UNLAWFUL TO REMOVE MORE THAN
30 PERCENT OF A TREE'S FOLIAGE FROM A PROTECTED TREE WITHIN A ONE YEAR
PERIOD.
3. UNLAWFUL TOPPING: IT SHALL BE UNLAWFUL TO PERFORM THE TECHNIQUE OF
TOPPING OR OTHER PRUNING TECHNIQUES THA T REMOVE THE VERTICAL LEADER OF
PROTECTED TREES EXCEPT AS PERMITTED BY CODE.
4. PERMITTED TOPPING: WHEN TREES MUST BE TOPPED, SUCH AS IN INSTANCES
WHERE THERE IS INTERFERENCE WITH OVERHEAD WIRES OR NEARBY STRUCTURES, A
TREE REMOVAL PERMIT SHALL FIRST BE OBTAINED. THE COMMUNITY DEVELOPMENT
COORDINATOR WILL DETERMINE IF THE TREE CAN TOLERATE THE NECESSARY
PRUNING. THE COORDINATOR WILL INDICATE ON THE PERMIT THAT A.) THE
REMOVAL OF THE TREE IS PERMITTED. OR B.) WILL MODIFY THE PERMIT TO ALLOW
FOR THE NECESS4RY PRUNING, OR c.) WILL DENY THE PERMIT.
5. PROTECTION OF TREE TRUNKS: IT SHALL BE UNLAWFUL TO USE TREE SPIKES
OR OTHER DEVICES THAT DAMAGE TREE TRUNK TISSUE OF PROTECTED TREES.
IRRIGATION NOTES
1. PERMANENT AUTOMATIC IRRIGATION: AN AUTOMATIC PERMANENT IRRIGATION
SYSTEM PROVIDING COMPLETE WATER COVERAGE FOR ALL REQUIRED AND OTHER
LANDSCAPING MAIERIALS SHALL BE PROVIDED AND MAINTAINED AS A FULLY
FUNCTIONING SYSTEM IN ORDER TO PRESERVE THE LANDSCAPING IN A HEAL THY
GROWING CONDITION.
2. BACKFLOW PREVENTER: ALL IRRIGATION SYSTEMS CONNECTED TO THE PUBLIC
POTABLE WATER SUPPLY SYSTEM SHALL INCLUDE A BACKFLOW PREVENTER AT THE
SERVICE CONNECTION.
3. MINIMIZE OVERSPRAY: ALL IRRIGATION SYSTEMS SHALL BE INSTALLED SO AS
TO MINIMIZE SPRA Y UPON ANY IMPERVIOUS SURFACE, SUCH AS SIDEWALKS AND
PAVED AREAS.
4. RAIN SHUT-OFF DEVICE: ALL IRRIGATION SYSTEMS SHALL INCLUDE A RAIN
SENSOR/SHUT OFF DEVICE TO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT
RAINFALL.
5. EXISTING TREES: UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN
THE DRIPLlNES OF EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE
PROVIDED.
6. RECLAIMED WATER: IF AVAILABLE, RECLAIMED WATER SHALL BE USED FOR
IRRIGATION PURPOSES.
PROTECTIVE BARRIER REQUIREMENTS
1. PROTECT ALL ABOVE GROUND PORTIONS OF TREES FROM MECHANICAL DAMAGE.
2. PROTECT SOIL NEAR TREE FROM COMPACTION.
3. PROVIDE PHYSICAL AND MENTAL AWARENESS OF THE PRESENCE OF TREES ON
THE SITE TO CONSTRUCTION PERSONNEL.
4. HEAVY EQUIPMENT NOT ALLOWED INSIDE BARRIER, ONLY HAND LABOR.
5. CONSTRUCTION MATERIAL AND TEMPORARY SOIL DEPOSITS ARE NOT ALLOWED
INSIDE BARRIER AREA.
PROTECTIVE BARRIER SPECIFICATIONS
1. UPRIGHTS SPACED AT 4 FT. INTERVALS OF NO LESS THAN 2" x 2" LUMBER
WITH 1" x 4" TOP RAIL.
2. ALL BARRIERS TO BE ERECTED AROUND TREES TO BE PROTEC1ED BEFORE
CONSTRUC1fON OR CLEARING OF PROPERTY COMMENCES.
3. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING. CONSTRUCTION AND HEAVY
EQUIPMENT IS OUT OF AREA.
4. BARRICADES MUST BE PLACED A MINIMUM OF 6 FT. OR HALF THE DRIPLlNE
FROM THE TRUNK, WHICHEVER IS GREATER.
4" TOP RAIL
2" x 4' S1AKE
.,."
T
4' MAX
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