FLD2003-02006 (2)
FLD2003-02006
BRIGHTW A TER
CONDO'S
120
BRIGHTW A TER DR
LEGAL DESCRIPTION
A SURVEY OF Lot 53, BAYSIDE SUBDIVISION NO. 2
AS RECORDED IN Plat Book 27, Page 32
OF THE PUBLIC RECORDS OF Pinellas COUNTY, FLORIDA.
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FLOOD ZONE INFORMATION
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THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE AE PER FLOOD INSURANCE RATE t.iAP 125096 0007 0
t.iAP REVISED: 08/19/1991
BASE FLOOD ELEVATION THIS AREA = 11.0
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SURVEY INFORt.iATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
EUGINE T. CAUDELL PLSI 4821 L.B. No. 6492
DATED: 09/14/01
PROJBcr
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THIS DRAWING IS ,,( ,~.
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EIIBOSSED,:Wilij ',TH& SIGNING ENGINEER S
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SECTION 08, TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
PARCEL I D .#08/29/15/04932/000/0530
LEGEND
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(),
"-
X
EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
NEW CONTOUR
EXIST. STORM SEWER
. 10
+10.00
- - - - -10- - --
-------
NEW STORM SEWER
-------
NEW UNDERDRAIN
I........................
EXIST. SAN. SEWER
NEW SAN. SEWER
.1_1_1_1_1-1-'.
EXIST. WATER SERVICE - - - - - - - - - - - - -. . . -
NEW WATER SERVICE -...............-
\. ~ ",
NEW INLET .
NEW SAN. MANHOLE e
C.O.
.'_1_'''-'_'-'.
NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
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NEW ASPHALT
NEW CONCRETE
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TEMP. SILT BARRIER
POINT OF CONNECTION \.Ai...
OF NEW UTILITY TO EXIST. ~
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8.F.P.D. BACKFLOW PREVENTION DEVICE
F.H.A. FIRE HYDRANT ASSEMBLY
F.D.C. FIRE DEPARTMENT CONNECTION
T.B.O. TEMPORARY BLOW-OFF
T.&V. TAP AND VALVE
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SITE DATA
EXISTING (E) PROPOSED (P) REQUIRED
T T T
ZONING: "--"'-- "-- --
RFH RFH RFH
LAND USE:
--.- --..
6 UNITS 6 UNITS ATTACHED
USAGE: MOTEL CONDOt.iINIUM DWELLING UNITS
. . . ---"-- --
LOT AREA: 7,433 SQ. n. 7.433 SQ. n. 7,433 SQ. n.
.17 ACRES .17 ACRES .17 ACRES
---"--'"
30 UNITS PER ACRE
DENSITY ---- 6 UNITS 5 UNITS t.iAX. ~ 6 UNITS
ALLOWED PE TOR)
... ... , -- ...",
BUILDING COVERAGE: 3.038 SQ. FT. N/A N/A
(S.F. c!c " OF GROSS SITE) 40.9"
GROSS FLOOR AREA (S.F.): 3.038 SQ. n. N/A N/A
f'.A.R.: .409
- -- - -
FRONT: 18.3' 10.1' - BLDG. 15'
SIDE: 5.1' ~:1: : f8 B~R: : ~ 10'
SETBACKS:
REAR: 20.2' 0' - TO POOL DECK 20'
26' - TO BLDG.
f--. ~ STORY -
14' 51.42 - MIDPOINT
BLDG. HEIGHT: FROt.i5~:lc?; ntJ~Kn 11.0' 35'-100'
PAVED VEHICULAR USE AREA: 1,004 SQ. FT. 985 SQ. n.
(V.U.A.) ---
....~' "._,""-,-"~",,,,
It.iPERVIOUS SURFACE RATIO: 5,895 SQ. FT. 5.239 SQ. FT.
(I.S.R. ) .793 .705 0.95 MAX.
-- _....-"...', . ,- ,.', . -~",,'. '""",'" ..---
OPEN SPACE: 1.538 SQ. n. 2.194 SQ. FT.
(S.F. c!c " OF GROSS SITE) 20.7" 29.5" 0.05 t.iIN.
PARKING LOT INTERIOR LANDSCAPING: N/A N/A N/A
(S.F. c!c " OF V.U.A.)
9
PARKING: 0 9 (1.5 PER UNIT)
PARKING CALCULATIONS: 1.5 SPACES PER UNIT 0 6 UNITS = 9 SPACES
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---
INDEX OF SHEETS
C1.1 CIVil SITE DATA
C2.1 STAKING & LANDSCAPE
SITE PLAN
C3.1 GRADING, DRAINAGE &
UTiliTIES SITE PLAN
FILE
'f' 1) ~, - (p lo()6
RECEIVED
FEB 12 2003
PLAI\j,"I~'-' -.I<. Lol..IILLvPIVIENT
:::>EkVIGES
CITY OF CLEARWATER
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CIVIL SITE
DATA
DRAWN BY:
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CHECKED BY:
H.G.
JOB #
146-02
DA~:
07/18/02
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RAD -
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C.B.
1885.00
60.00'P 59.91'M
60.00'P 59.91'M
S82049'22"E P
S82'46'27"E M
DEMOLITION NOTES
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILITY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND IS
NOT LIMITED TO WHAT'S SHOWN.
LEGEND
REMOVE:
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CONCRETE
LOT 52
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BUILDING
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ARC
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REMOVE EX. WATER METER & WATER LINE,
REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
NEAREST EXPANSION JOINT.
REMOVE ASPHALT AND BASE.
REMOVE EXISTING STRUCTURE AND FOOTING.
REMOVE FENCE AND GATE AND ASSOCIATED POSTS.
REMOVE EX. SANITARY SEWER,
2005.00
63.88'P 63.92'C
63.88'P 63.92'M
S82049'22"E P
S82039'21 "E M
7 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSITY.
8 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F,D.E.P., AND
PINELLAS COUNTY.
- -
,JLJSIBILI TY 7J
ROADWA Y --;;IANGLE FOR
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SCALE: 1"=10'
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20
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TIiIS DRAWING IS.'AN.. *$TRVhIfMI"Ot ~E AND stWl. REMAIN TIiE PROPERTY OF THE
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DEMOLITION
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DRAWN BY:
B.J.V.
CHECKED BY:
H.G.
JOB #
146-02
DATE:
07/18/02
C2.1
NESCOM: 0234
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BLDG. HEIG . .
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D OUT TO
NOTES: BARRELS TO ~~ ~~~LEpUT BACK IN
1. ~~~K 01R~~1~~Tr~C~I~: SP.
TRASH ROOM BE DIRECTED SO
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ADJACEN
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2005.00 ,
RAD - 63 88'P 63.92,C
ARC = . 8'P 63.92 M
CHD = 63.8 '22"E P
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SCALE: 1 =
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PROPERlY OF THE
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SITE PLAN
DRAWN BY:
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CHECKED BY:
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J08# I
146-02
DATE: I
07/18/02
C3.1
NESCOM: 0234
- =------= - -
ARC = 6001'M 6000 'p
A6
9'
x ,
= 63.99 'M 63.88 p
-----A
- - - ..,
o
INTERCOASTAL
W,ATERWAY
o
EX. DOCK ANDINB~~TR
SLIPS TOTSR~~~ ONLY
RESIDEN
REBUILT EX.
DEADMEN IN
CONFLICT WI RETENTION POND
NEW POOL &
RETENTION @A~~
T.O.B. "" 2 7' 5
BOT. ~ ,
LO T 52
INV.EL.1.9
PROVIDE BARS
@ 6" O.C.B.W.
Existing
Dock
IS
8 L.F. 15"R.C.P.
@ 1.25 %
CONTROL
STRUCTURE
TOP @ 4.93
L F 6" U.D.
5 .. @ 0.0%
0'~OOL
X
'X4'X4' THICK
CON. PAD
PIPE THEVRU ~~~L <0
INV. EL . ./ .S;
"--J
'C;
----------
--- ------11-------
5.75 5.75
RETAINING WALL
12" P.V.C.
~
.........
<0
.S;
"--J
\:l)
~
~
<0
<..l
%
li::
c,
C)
~
SILT
SCREEN
........
fg
~
LOT 54
~1
9'
X
3,691 S.F.
6' HIGH CHAIN
~INK FENCE
A.1
X
w..w
~ (:)
20
.. ..
<.00
~~
o 0
CUcu
00
22
, .
,
,
,
, .
'5.28
J\
s..
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s.\ \
X
C CURVE Arc .::::-
~ail & Cap 3893'M 39.00 'p
No I.D. 0--- _ _ ______ _ _ ______ _ _
5.73 RIDGELINE 5.
.............~..............
5.75 ~--
--~-
Arc
-", -" - - - -."/J0
. "-""- ""---
..--..-- ---'"
......"f
---------
EX 2" GAS LINt:
- - - -,
----
(T)
o
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C\J
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~~J~:::lf;~2:~r~8-'ilGH.tWA TER DR L.9VE ~.g0
~------~-------~-----~------
50 ' R/W
96
A.
x
69
------------..
61
B\
56
5S
19
c'ri
~
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c:
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a.:
Cut "X"
on Seawall
RETAINING WALL
@
RAD - 18850~~ 59.91'M
ARC = 6g.go'p 59.91'M
CHD = 682'49'22"[ P
C B = S , 7"[ M
.. S820462 .
@
RAD - 20058~pO 63.92'C
ARC = 6~'~8'P 63.92'M
CHD = ~82049'22"[ P
C.B. - S82039'21"[ M
4' HIGH RAILING
ON TOP OF WALL
T.O.B.O_ 5.5
11=111:::118
.
.
4.
, .'
'4
.
SECTION A-A
POND SECTION
N.T,S.
-
I
CULATIONS:
I ~ DRAINAGE CAL ,~ ,
POND /4" OF RUNOFF
RETAIN FIRST 3 (0 17 ACRES) _ 465 C.F.
A - 7 4,33 S.F.. 3/4 x 1/12 _
-, - 7 433 x I
REQUIRED VOLUME - , 467 C.F.
VOLUME PROVIDED
-
" 1 0'
SCALE: 1 =
10
PROPERTY OF THE
REMAIN THE WAY WITHOUT
' '- '-L... ERVICE AND StW.1. OR USED IN ANY NOT PUBUSHm
AN 'JNsmut..&:tiT'-~CED. PUBU~~HT 2002
DRAWING IS,..w..u Mot (8t-~. , ~
~~INEER. mD J~fHi' ENGINEER .< ^ '.
TH C NSE, ' . '::" ' '" ,
" ../ 'I..'J 'e"' ~ "\ : " '" "'-
't IJ t -:," .", 1"; r."
~: ,~ . - ",'. '" -;': -: ., ,
. '-'>,,' ':, --,'-'-; "
' .,' . ,. ' .
. : ,. ,":,,, . , ~D UNLESS
~, .", , ',' '" S ARE NOT 'l EER'5 SEAl..
. ";',. ;SIES;..or}tH!i~t'A~SIGNING ENGIN
" '(- .~~~~~ wtTli.>".
(~. ,-
" '.
-Msr';. ""I"
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,,,,,';':...L'U'.~
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M\il ~ ie!i
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.; ."':'!
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Z ::f > ..o~~~
~ Z ."e.
" .
REVISIONS
ISSUED FOR
IZI PRELIMINARY
o BIDDING
o PERMITTING
o CONSTRUCTION
rJ:J
~
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~ Q
o ~
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o ......:l
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......
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;::!;l:l..
GRADING &
DRAINAGE
SITE PLAN
DRAWN BY:
BJ.V.
CHECKED BY:
H.G.
I
I
C4.1
JOB #
146-02
DATE:
07/18/02
NESCOM: 0234
.
.
.
,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.
~ .
-~~-__8--IU_GI;I'fYi~TJB__Qftt~V-E~~~____
50 R/W : 6" WATER DRILL
:--- DIRECTIORNtkDWAY
· UNDER
.
: 5S
.
x '.
-................... ..c.. I ..........._
..........................~)(iST...hvA.TE;?..................... ~~~;.~.~ALVE
------.-- ---------
- - - -- -. - -- - - -- - - -- - - -- - - -- - - -- --
LOT 54
6' HIGH CHAIN
~INK FENCE
A.1
X
S.\\
X
CURVE Arc .::::-
~~11 ~ Cap 3893';W 39.00 'p
No I. '0--. _ _ __ _ _ __ _ _
EX 2" GAS LINt;
......
.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,
(T')
o
C>
C\J
CD
v
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(T')
c.;
.......
6S
<.D
.......
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.-
3:
<0
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o
-
a.: " ____.__
o
INTERCOASTAL
WATERWAY
o
o
NO BOAT
EX. DOCK A AIN FOR
SLIPS TNOTSRb~E ONLY
RESIDE
REBUILT EX.
DEADMEN 0N/
CONFLICT &
NEW POOL
RETENTION POND
Existing
Dock 1S
<0
.~
'J
"-
C)
........
CI)
~
-----------
---1r------1I---____
5.75 5.75
--
~---
ARC = 6007';W 6000 'p
"x"
Cut
Seawall
on
-----.--
- - -
S '~~OOL
X
Q
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o
o
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o
(\J
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NEW FIRE
~ ~ RISER
tj.fI.
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@
RAD - 18856?~ 59.91 'M
ARC = 60.go'p 59.91 'M
CHD = 60. 0 9'22"E P
B - S82 4 "E M
C. . - S82046'27
r--
I
(
II
,
~
"-
~
~
~
~
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3,691 S.F.
LOT 52
lJ.JlJ.J
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o 0
COco
00
22
I
NEW 4"GV
NEW 6"x4"TEE
S.
#
s.
X
5.7S RIDGELINE 5.
.............~..............
575 NEW 2
. M
DO" 'M
- - - - - ~6_
NEW 2"W.M. ~7er
& BFP
----
@)
RAD - 20058~pO 63.92'C
ARC = 6~'~8'P 63.92'M
CHD _ ~82049'22"E P
C.B. - S82039'21 "E M
~NEW 8" PVC
~ SAN. SEW.
.
@)
t/6
tj.
X ,
= 6399 'M 6388 P
-----
- - - -
- - --
-0
. '" -q"-"""-""- -""-"'-"/;(-!- "-q"-
,.._..,-..,_..,_..,_..,-,.._,.._,..
300'
--v--
EX. FH A
-;-
61
96
A.
X
5\
56
19
" 1 O'
SCALE: 1 =
10
.' 1 r , PROPERJY Of THE
' .. REMAIN THE WAY wnHOUT
" / SERvICE AND StW.L OR USED IN ANY NOT PUBUSHID
'ANJ~{Nt'~,€tD. PUBll~~ 2002
DRAWING IS~~1\<jT-8E' Rt'r-;-;- .
r:'Nm...::,~~,~~,\ '. ""
THE C,O NS '( ~.. ~! ',. . ."
}t:JJ' ;::,' .<. :/:, ",':. ': '-.
. '" :, <:?~r., .
". '. ". , .. VAUD. UNLESS
./, ".' "" ','"., ' &, PlANS ARE 'tWCINEER S SEAL
~O~~ ~rt:H 'THE SIGNING
Q, '-"
.J ~
-'.. t
- j ~ 0 S~
' -"', \J
1= i EE!;
w\il ~: i=;::1
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- ~ ..~ III..:.Z
~ . ~ ~~~~
Ill: \I 1&.....
. :I> ...~~t
~ZS\lI:':'
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REVISIONS
ISSUED FOR
IZI PRELIMINARY
'D BIDDING ,
D PERMITTTNC,
D CONSTRUCTION
r.J"J
~
~ <
~ ~
00
~ ~
o ~"'
u ~
~ ~
~ ~
~, ~
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UTILITIES
SITE PLAN
DRAWN BY:
B.J.V.
CHECKED BY:
H.G.
I
I
C5.1
JOB #
146-02
DATE:
07/18/02
NESCOM: ~ij4
~ r:::
~ 9
f"l .,...
f"l
......
-
......
N
......
0-1'-:'
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2;~
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00 I
.,....,...
f"l
'......
~-
tIl......
u~
'-'
"t' .
""'::c
::!:~
1-1/2" TYPE S-3
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
18"
::::\\\\::::\\\\=\\\\=\\\\ 111\ II 6" L1MEROCK BASE
\ \ \ I:::: :::: - ~ F,D.O.T. CERTIFIED
COMPACTED TO
98% MAX. DENSITY
SUBBASE
STABILIZED
40 L.B.R,
COMPACTED TO
98% MAX. DENSITY
10x10 W.W.M.
3000 P I
6" CONCRETE
SIDE VIEW
TOP VIEW
IN R.O.W. & DRIVEWAY SECTION
N.T.S,
MITERED END SECTION DET AL
N.T.S.
FREE STANDING
FIRE DEPARTMENT
SIAMESE INLET
CONNECTION, THREADS
TO MATCH FIRE
DEPT, STANDARDS
18"x18"x4" THICK
CONCRETE PAD
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
~VEL
FIRE M~IN" ....., )
" '1:;- ~ : - :;'.,
CONCRETE
THRUST BLOCK
SUBBASE
COMPACTED TO
98% MAX. DENSITY
L1MEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
98% MAX. DENSITY
RRE DEPARTMENT
CCHECTION
N.T,S.
ON SITE PARKING
& DRIVEW A Y SECTION
N.T.S.
UTILITY CONNECTION
AT ALL BUILDINGS
N.T.S.
Flow
.
2' Bo.ckflow
/ Pre venter
r Bro.ss Nipples
I (Typ,)
90' Bro.55 Ell
BYPASS DETAIL
Resilient Seo. t
OS 8. Y Vo.lve~
Flo.nged Te~
Flo.nged 90' Be~ ""
o 00
Approved Bo.ckflow
! Prevente~
Resilient Seo. t
/ OS 8. Y Vo.lve
/ Flo.nged Tee
/ / Flo.nged 90. Bend
o 0 ~ Unlflo.nge
-- M.J. 90. Bend
.
Flow
TYPICAL COMPOUND ~ATER METER SET
TOP OF SKI......ER
AT ElEV. 5.43
BOT, ELEV. 4.43
S" MASONRY OR
APPROVED R.C.
PREFAB
s" UNDERORAlN
INV. ElEV. 2.0
6"OFF
STRUCTURE
4 SIDES
2'-11 3/16"
~" x3"x5/16~
. x .x X X X
~
VI X X X X X
I')
1 X X X X X
c...
'1
!1
18 SPACES
03/16"x2' FBx55l/4"
19 BARS
o '/4"xS" F8lc40',."
STRAIGHT: 2'x3/16"
RETlCUUNE: 1 1/4"x3/16"
FOOT INDEX 1232
15" RCP
INV. ElEV. 2,0
CONTROl STRUCTlIE
N.T.S.
ROOF DRAIN
FIN. GROUND
LmUTY WITHIN 5' OF 8lDG,
BY PLUMBING CONTRACTOR,
FINAl. CONNECllON BY PLUMBING
CONTRACTOR UNLESS OlliERWISE
COORDINATED BY lHE G.C.
lS' Min.
24' Mo.x.
~
RETENTION BASIN
TOP
9-:.cJ~t.:::J/ ^"
PROJECTED SIDESLOPE ...~ .:)/r-
AND BOTTOM OF 'SJ/r-
RETENTION BAVIN /' ~
/' TRENCH WALL
BOT. /"" ~ (PROVIDE SHORING IF REO'D)
//^'V~~ SEE UNDERDRAlN ~ EXCAVATE
l. DETAIL FOR
~ DIMENSIONS ~ TRENCH
~ %
~ BOTTOM OF TRENCH ~
~ //^,v/^,v/^,v/^,v/^'V/^'V/N
FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION.
COMPACT BANKS, BERMS TO 95" OF MAX DENSllY.
2 EXCAVATE TRENCH FOR PLACEMENT OF THE UNDERDRAIN
AS REQUIRED.
3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER
IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT
OF UNDERDRAIN. (A COPY OF SOIL REPORT MAY BE PROVIDED IF
REOUESTED AS SUPPLEMENTAL INFORMATION ONLY)
4 CONTACT N.E,S, FOR INSPECTION,
N.T.S.
RETENTION BASIN DET AL
FILL GROUND AROUND
BLDG. TO 3" BELOW
FIN. FLOOR ELEVATION
& SOD
MAX, SLOPE 4: 1
MIN, SLOPE 2%
GROUND PREPARATION
AT ALL BlILDINGS
N.T.S,
SEE PlAN
P/l
PLACE CONC,
SLAB/WALK
4" BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH,
EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10:1 MAX. SLOPE
SOD
SEE PlAN
P/l
NOTES:
1. PROVIDE 5'x5'x4"
THICK CONe, SlAB
o AU. EMERGENCY EXns.
2. CONFORM TO NY.JVE
DETAIL FOR PLACING
WALKS AT lHE BLOGS.
.~ Z
.~ 2
t-
..-1 <C ~t
POST OPTIONS: t-
IC 0 00
2"x4" OR 2,5"DIAM. 0 '" .~
.
WOOD; 1.33LBS./FT. .\1} " i"~!
6' MAX, MIN. STEEL z ="'1
~ <C lOl-
l FILTER FABRIC IN ~-[ z ~ "'t-
"""" i .. . <C I'll Co
.- CONFORMANCE WITH z . ~Coe!
15" SEC. 985 F,D.O.T. t. <C e!_ut
~x
SPECS. OR EQUAL .. .. ",O<c"
to A. <C
3' 18" Co .. a:"z
EXIST. Co "
MIN. z z z .:~
E!t~ GROUND .~ <C 1M ~!,,=
.. t
z <C~Z
· 0 ~)....;;
. " ....-
.. - "~_<C
- > ;; ~t
~ z
" 1M ."e.:.
PRINCIPLE POST
OPTIONAL POSITION, CANTED REVISIONS
~8~hION 20' TOWARD FLOW
FILTER FABRIC
EXIST.
GROUND
SIL T BARRIER DET AL
N,T,S,
PlACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE (4: I t.4AX)
MEET EX.
COMPACTED GROUND
COMPAClED GROUND
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE (4: I t.4AX)
MEET EX,
GROUND TRANSITION
AT THE PROPERTY LINE
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N,T.S.
TYPICAL FIRE HYDRANT SETTING
N.T.S.
AsseMbly
ONL Y APPROVED
! UTILITY (i.e. SANITARY
SEWER, WATER SERVICE,
FIRE LINE OR STORM
DRAIN) BY SITE CONlRACTOR
TO 5' FROM BLDG.
~
Dlsto.nce Vo.rles
Kennedy Guo.rdlo.n No. K -alA
Muller Centurlo.n No. A-423
U.S. Pipe Metropollto.n
Box
Box
C
i:
c:
:i
.
10
I
N
I Mech. Joint Vo.lve
.
\D
I
N
To.pplng Sleeve 8c Vo.lve
r By City, Fee by
I Owner or Contro.ctor
NOTE.
1. U ~ llc Y Vu.lve Hu.n~le~ will Iu", L.huln",u unu LUl..k",u.
2. Meter Sets will be Po.lnted After Insto.llo.tlon.
3. Bypo.ss Pipe 8. F'lttlngs Sho.ll be Threo.ded Bro.ss.
LU'"'I:L Lit 'l:j I'II:LI: Wi It ILI:I:II U~Iy'1
Co.st Mech. Joint Glo.nd on J
one End- D.1. Roto. to.ble Mech.
Joint Glo.nd on Other End.
n.t.s,
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL COMPOUND 0~A~4
\lATER METER SET INDEX NO.
90' RISE 405
',4' o.nd 6' M ELS 3 Of 5
* APPROVED R.P. DEVICES
Hersey-Beeco Model 6CM
AMes 5000 SS
'Wo.tts Model 909 or 009
Conbro.co 40200
* APPROVED DOUBLE -CHECK VALVE
Hersey-Beeco Model No, 2
AMes 2000 SS
'Wo.tts Model 709 or 007
Conbro.co 40100
REV.
'- Pcoo::+rnlnlno Inln+ (Tyr \
ItaCllI'TDl
CITY [If CLEARWATER, FLDRIDA
ENGINEERING DEPARTMENT
B,V.D, TYPICAL HYDRANT ~~~/93
SETTING IIlIIEll III.
TAPPING SLEEVE .. VALVE 4
BY CITY 4...4
NOTES,
1. All Fire Hydro.nts to ho.ve 5 1/4' Vo.lve Seo.t.
2. See Index # 407 for Jo.ck 8. Bore Deto.lls. !lEV. MTE
REDRAWN BY
MJP
0tEa<ED BY
DAlE
DESCRlP110N
N'P, DESlGNED BY
NEW SURFACE
(SEE NOTES 1 & 2)
(Y')
o
o
C\J
EXIST, SURFACE
r--
...,.
~
...,.
M
.......
EXIST. SURFACE
lD
.......
VARIES I
c:
='
J
c:
o
:::E:
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2 SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
. THICKNESS; WITH MIN. OF 1-1/2" ASP!;IALT F.D.O.T. TYPE S-3,
3 BASE MATERIAL SHALL BE PLACED IN 6 COMPACTED LAYERS
. TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO
T -180 LAB REPORTS ARE REQUIRED, "
4 BACKFilL FOR TRENCH SHALL BE PLACED IN 12 COMPACTED
. LAYERS TO 100% OF MAXIMUM DENSITY AS DETERMINED BY
AASHTO T -99, LAB REPORTS ARE REQUIRED.
C'I
3:
'C
-l
......
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~
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o
-
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(Y')
C\J
o
.....-
C\J
o
<=)
""'
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(J')
......
u
QJ
o
c-
lJ..
-
lJ)
C'I
c:
'......
3:
Ctl
c-
o
.....-
a.:
REPAR OF PAVEMENT CUTS
N.T.S.
FINISH GRADE TO
1" BELOW
EDGE OF WALK
MEDIUM BROOM
FINISH CONC, WALK
EXPANSION JOINT
1-1/2" RADIUS
VERTICAL CURB
PAVING
-,
MEDIUM BROOM
~ FINISH CONC, WALK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' lOO. 2' lOO.
SHOULDER VARIES (SEE PLAN) I SHOUlDER I
I SOD' I SLOPE 1/4" PER FO~TI ~ SOD'
1111=111'-1;: ~:~:,:'. 14~" ;.'~; .i' '-111='11
- 11113111= II 1 I-{"
"'-- COMPACTED FILL OR
UNDISTURBED SOIL
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED. IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
o 4'0.C,. 5' O,C..
8' O.C,. OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C, FOR 4'
SIDEWALKS. 50' O.C,
FOR 5' OR GREATER.
CONCRETE WALK DETAIL
N.T,S,
N.T.S,
~ 2 1/2" Brass Valve
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. x
.S: 0
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. .
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18"x18"x6" THICK
CONCRETE PAD
Thrust Restraint (Typ)
Per City of Clw. Index No. 403
Ebba 1500 Series (Typ,)
Per City of Clw. Index No,
RRE DEPARTMENT
CONNECTION NEAR SEAWALL
N.T.S,
18" MIN. VERTICAL ClEARANCE
I
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NOTE:
PROVIDE 1/4'
CONTROL JOINTS
o 4'O,C., 5' O.C.,
8' O,C.. OR 12' O,C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' Q,C, FOR 4'
SIDEWALKS. 50' O.C.
FOR 5' OR GREATER.
CURB/W ALK DETAIL
N,T,S.
D.I.P, IS USED IN PlACE OF P.V.C,
FOR A "'IN, OF 10' EACH WAY
FROM t OF WATER MAIN WHEN
lHE VERTICAL ClEARANCE BEtWEEN
I WATER & SEWER MAINS IS 18" OR lESS,
18" OR MORE VERTICAL CL I
~~J~~W~~3-
P,V.C. OR V.C.P. ~
SAN, SEWER GRAVIlY MAIN CONCRETE ENCASEMENT OF
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MAIN IS NOT PERMITTED,
VERTICAL CLEARANCE
SANT ARY SEWER
CLEAN-OUT DETAIL
N.T.S.
GRADE
..-..-..... _..~~_. --".~
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STOR'" SEWER +
OR SAN, SEWER
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HORIZONTAL CLEARANCE
WATER MAIN & SANITARY
SEWER CLEARANCES
N,T.S,
ISSUED FOR
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o CONSTRUCTION
EXIST. SURFACE
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PA VEMENT TRANSITION DET AL
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PLACE SOD 1/2-
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FIN, GRADE PRIOR
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POSITIVE DRAINAGE
COMPACTED GROUND
PLACEMENT OF
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N.T.S.
U.S FOUNDRY 7623
COVER TO BE MARKED
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THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OFFS FOR
WATER SAMPLING
TO BE PER
PINELLAS COUNTY
HEALTH DEPT.
ENGINEERING DIV.
CLWTR. OFFICE
538-7277
CML SITE
DETAILS
N.T.S.
DRAWN BY:
G.G.L.
CHECKED BY:
H.G.
'" _.to U ~. ~ " ..
JOB #
146-02
DATE:
07/18/02
THIS DRAWINGJS"~~" J{i" '. ~~1>~/~CE AND SHAl.l REMAIN THE PROPERlY Of THE
ENGINE.E.R. AtID~' <Nt> eEl fil[P~UCEg;..PUBUSHED OR USED IN Nff WAY WITHOUT
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DRAWN BY:
J.J.
CHECKED BY:
R.D.
JOB #
146-02
DATE:
07/20/02
4
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THE DRAWING AND DESIGN SHOWN
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AND ARE NOT TO BE COPIED IN WHOLE
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REVISIONS
ISSUED FOR
o PRELIMINARY
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ELEVATIONS
DRAWN BY:
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CHECKED BY:
R.D.
JOB #
146-02
DATE:
05/13/03
5
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I 3~1., 18" ht. x 18" spr.
I "'C
Site VIsIbility Triangle ~
30" max. ht. for plantmgs'\ 101
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I 1 I Dwarf Oleander I I :
I 3 gal., 18" ht. x 1811 spr. """ I :'
10 I Seagrape ~ ~ I
I 3 gal., 48" ht. x 2411 spr. \ ~ I I
I V ar. Conf. Jasmme ~ VISIBIL!:g n~NGLE ... . I I
I 3 gal., 41 ht. x.24" spr. 1II r~ ><V"'>< :'w. 1-'+-
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I Indian Hawthorn
I .3 gal., I G" ht. x I bOO spr. \
10
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I 3 gal., 48" ht. x 24" spr.
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I LI~ustrum Tree
I 7-81 ht.x 7-811 spr., full
22 I Var. Conf. Jasmme
I .3 gal., 4' ht. x 24" spr.
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I Dwarf Oleander
I 3 gal., 1811 ht. x /811 spr.
119.9S M
120.00'P
10
4' Ht. Black Vinyl Chain link Fence J
12
,Indian Hawthorn
I ~ gal., I b" ht. x 1(;" spr.
LOT 54
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2
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I Whlt~ Oleander Star d rd
I 7-8'lht.x4' spr., full
I
I Washmgtoma Palm
I c.t. fS noted on pia
I Yellow Lantana
I I g11., I 2" ht. x I 2
I Glantl Llrlope
I I gar., I 211 ht. x I 2'
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I YelloL Lantana
I I gjl., 12l1ht.x 12
I Was~lngtoma Palm
I c.t. is noted on plan
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I Wh te Oleander St
I 7-l1 ht.x4Ispr., fu
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Plant Materials Sched
Code Code
Botanical Name
20 CU
G4 LAC
4 UT
IG LMG
42 NOP
4 NOS
24 RI
44 T JV
10 WR
Coccoloba uVlfera
Lantana camera
Llgustrum spp.
Llrlope muscarl
Nerlum oleander "dwarf pmkll
Nerlum oleander standard
Raphlolepls indica
T rachelospermum Jasmlnodles
Washmgtonla robusta
Common Name
Sea Grape
Yellow Lantana
Llgustrum Tree
Giant Llrlope
Dwarf Pink Oleander
Tree Form Oleander
Indian Hawthorn
Var. Confederate Jasmine
Washlngtonla Palm
GENERAL LANDSCAPE NOTES
I, All plant matenals shall be FlorIda # I or better and Installed to highest nursery standards, Plants shall be
healthy, free of pest and disease.
2, All plants shall be container grown except as noted on plan,
3, All palms and trees shall have straight trunks with no tWists, knotting or other defective characteristics.
4. Mulch shall be I 00% Pine Bark, Installed to a minimum thickness of 2",
5. Sod shall be 95% weed free St. Augustine "Floratam", Installed with tight JOints.
G. All dimenSions shall be field checked by the Landscape Contractor prior to construction with any
discrepanCies reported to the Landscape Architect.
7. All materials shall be as speCified on the plans, If materials, labor or installation techniques do not adhere
to the specifications, they Will be rejected by the Landscape Architect with speCIfied materials and mstallatlon
carried out by the Landscape Contractor at no additional cost,
8, No substitutions of materials or changes to the draWings or speCifications shall be made.
9, All required permits are to be prOVIded by the Installing contractor unless speCifically stated otherwise In
the speCifications.
10, Contractor IdentIfication signs shall not be allowed on the project.
I I, Contractor shall be responSible for all Items as shown or described on thiS plan and speCIfications.
I 2, All proposed landscape and sod areas containing turf or weeds shall be treated wIth "Round-up. per
manufacturerls speCifications,
I 3. Landscape Contractor shall prOVIde all necessary site preparation required to ready the Site for planting as
specified,
14, The landscape Contractor shall warranty and guarantee all materials and labor for a period of 90 days for
shrubs and groundcover, palms and trees, Warranty and guarantee period shall begin upon date of completion.
I 5. All repairs and/or replacements shall be made by the Landscape Contractor within I 0 workmg days upon
notification of any defiCienCies by the owner or their representative.
I G. All questIons regarding the Landscape Plans and SpeCifications shall be directed to the Landscape
Architect at (727) 787-2840,
FERTILIZATION
Shrubs and Trees
All trees and shrubs shall be fertlhzed with "Agrlform" 20-15-5 planting tablets at time of planting and prior to
installation of plant pit backfill, Tablets shall be placed Uniformly around the root ball at a depth that IS between
the middle and bottom of the root ball.
Application Rate:
I Gallon Container:
3 Gallon Container:
5 Gallon Container:
7 Gallon Container:
Trees:
I - 2 I gram tablet
2 - 2 I gram tablets
3 - 2 I gram tablets
4 - 2 I gram tablets
3 tablets per each I /2" cahper of trunk
Groundcover Areas
All groundcover areas shall receive fertlhzatlon With "Ozmocote" time release fertilizer per manufacturer's
speCifications.
2/3 Tree dnphne
D(lstlng tree to
remain
Istlnlil Iilrade
48" Height
I x4 pt rall!5
2x4 pt post
24" Depth
o TREE PROTECTION DETAil
Set tree plumb.
With top of
rootball I 1/2"
above finish
grade
Rubber hose
# I 2 gauge
~rlt1ulch
3" Tree wel
FInish grad
I 2' lenlilth rec:l
p1a!5tlc flalil
tape
2x4 pt stake
Root ball
Native so"
backfill
Ext!5tlnlil native
~I
o TREE PLANTING DETAil
2" Mulch
Set !5hrub
plumb. WIth top
. of rootball I"
. above finish
: Iilrade
Fm,sh Grade
SpeCification
3 gal., 48" x 24"
I gal., /2" ht. x 12" spr.
81 ht. x 81 spr.
I gal., 12" ht. x 12" spr.
3 gal., 24" ht. x 24" spr.
7 -81 ht. X 41 spr.
3 gal., /8" ht. x 18" spr.
I gal., GII ht. x 1211 spr.
C.T. as noted on plan
Root ball
Native SOil
backfill
-OCl!5tlnlil native
soli
o SHRUB PLANTING DETAIL
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20'
40.
10'
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COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
[
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JOB NO. 23028 J
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~ 0-5 Gf'M 1/2' f'VC f'lf'E Concrete donut Pop-up h.ed "Pray head
at each head
b-IOGf'M 3/4" f'VC f'lf'E Poly ell Poly ell
11-15 Gf'M I' f'VC f'lf'E 18' poly flex pipe
110-25 Gf'M I 1/4' rvc PIPE
210- 35 Gf'M I 1/2' rvc f'lfE
310-50 Gf'M 2' f'VC f'lf'E
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GENERAL IRRIGATION NOTES
I. Install a new automatic Irrigation system to provide 100% coverage of all landscape areas.
2 Shrub risers shall only be used In hedges or mass plantlngs, Risers shall not extend more than 21 above the
Installed height of the plant, All risers shall be schedule 40 pipe, painted black, In no case shall shrub risers be
Installed adjacent to walkways, driveways or other areas where they may be damaged.
3, All heads Installed In planting areas along walks, drives and parking lots shall be 12" pop-up fixed spray
heads, All heads shall be Installed with the top of the spray body flush with finish grade, All groundcover areas
shall be Irrigated with I 2" pop-up fixed spray heads and extensions as required,
4, All sodded areas shall be Irrigated with 4" pop-up spray heads or pop-up gear driven heads unless
otherWise specified,
5. Pipe, valves and other Irrigation equipment may be shown In drives, walks or bUildings for c1anty only. Install
all valves and other equipment In landscape beds for best accessibility and concealment,
G. Valves shall be Installed In a manifold within a valve box of sufficient size to service all valves within the box.
Valve box shall be free from any debriS which may cover valves, Provide a 3" depth gravel sump at the bottom of
the valve pit,
7. All Irrigation equipment and installation techniques shall meet federal, state and local codes, regulations and
ordinances,
8. All gear driven heads and all heads along walks, curbs, drives and parking areas shall be Installed on fleXIble
polyethylene sWing JOints.
9, Gear driven heads and fixed spray heads shall be Installed on separate zoneswhere possible. Precipitation
rates and head type should be compatible within each zone,
10. Gear driven heads shall not be Installed In shrub areas or be Installed on risers where possible,
I I, Controller shall be mounted as shown on plan
12, All sleeves shall be schedule 40 pipe Installed a minimum of 14" below grade, Sleeves shall be used only
to Install lateral Irrigation lines through. Sleeves shall not be used as a method to convey water through the
system.
13. Adjust all heads to prOVIde maximum coverage and effiCiency and minimiZe overthrow, Irrigation heads shall
not spray over walks, drives or any other non-Irrigated areas.
14. EqUipment shall be manufactured by, "Toro", "Ralnblrd" or "Hunter" or as otherWise stated on the plans.
I 5. Contractor shall field verify water source to deliver the proper pressure, pounds per square Inch (PSI) and
water flow, gallons per minute (GPM) as required by the Irrigation system, Notify the Landscape Architect If there
IS any discrepancy,
1 G, All permits reqUired for installation shall be prOVided by the contractor.
1 7, Refer to the Landscape Plans when locating all Irrigation equipment. Allow ample room near Irngatlon
equipment for the proper installation of trees, shrubs and other work shown on draWings to be Installed.
18, All wires shall be Installed In wire sleeves.
19. Contractor shall be responsible for all Items on the plan and Irrigation speCification,
20. Contractor shall Instruct the owner on the full operation and maintenance of the Irrigation system.
2 I, Contractor shall be responsible for all final repairs or adjustments to prOVide proper coverage to all
landscape areas,
22. All questions regarding Irrigation speCifications shall be directed to the Landscap.e Architect at (727)
787-2840.
Site VISibility T rlangle()\~ ~
30" max. ht. for plantl~'\ ~'10/~ 1~ 12'M 120.00'P
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Toro 5' RadiUS Full Circle Bubbler
T oro 5' RadiUS Half Circle Bubbler
T oro 5' RadiUS Quarter Circle Bubbler
Toro 5' RadiUS Center Strip Bubbler
T oro I 0' RadiUS Full Circle 5prayhead
T oro I 0' RadiUS Three Quarter Circle 5prayhead
T oro I 0' RadiUS Half Circle 5prayhead
T oro I 0' RadiUS Quarter Circle 5prayhead
T oro I 5' RadiUS Full Circle 5prayhead
Toro 15' RadiUS Three Quarter Circle 5prayhead
T oro I 5' RadiUS Half Circle Sprayhead
T oro I 5' RadiUS Quarter Circle Sprayhead
1'''"'' Grade
Pop-up <;lear dnven
spray head
Poly ell
Concrete donut
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loro Lnd :::>tr,p oprayhead
T oro Side Strip Sprayhead
T oro Center Strip Sprayhead
Hunter Full Circle Gear Driven Head G GPM
PVC lateral line pIpe
-e IRRIGATION GEAR DRIVEN HEAD DETAIL
Hunter Adjustable RadiUS Gear Driven Head 3 GPM
Hunter AdJ./Full RadiUS Gear Driven Head - Alternate
Gate Valve
j;;.I',neh Grade
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Water Source - Recla'med water f,eld
venfy source location
Pop-up fvced spray he~d
Low volume underground drip Irrigation
I 2' m'nlmum d~ Install sleeves under all paved ar~s
~ ~teral zone lines
18' mln,mum depttQE Install sleeves under all paved areas
Mainline p'p,n<;l (!lChedule 40 PVC)
Remote control valve WIre!! to be Installed under ",.,nl,ne
!leCUre to ma,nhne at 8' IntelV~ls WIth waterproof
tape wrapped 4 t,mes aroond pipe ~t ~ location
Electnc Remote Control Scrubber
Valve - 2"
Toro Sohd State Dual Program Controller
Class I GO P.V.C. Lateral Line (max. flow 5 feet/sec.)
Main Line - Sch. 40 1.5" PVC pipe
(max flow 5 feet/sec.)
-e IRRIGATION PIPE DEPTH DETAIL
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COPLBY DESIGN ASSOCIATES. INC'.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
40' [ )
JOB NO. 23028
[ SHEET ]
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ELEVATIONS
DRAWN BY:
J.J.
CHECKED BY:
R.D.
JOB #
146-02
DATE:
05/13/03
5
LEGAL DESCRIPTION
A SURVEY OF Lot 53, BAYSIDE SUBDIVISION NO. 2
AS RECORDED IN Plat Book 27, Page 32
OF THE PUBLIC RECORDS OF Pinellas COUNTY, FLORIDA.
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THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE AE PER FLOOD INSURANCE RATE MAP 125096 0007 0
MAP REVISED: 08/19/1991
BASE FLOOD ELEVATION THIS AREA = 11.0
SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
EUGINE T. CAUDELL PLS# 4821 L.B. No. 6492
DATED: 09/14/01
PROJBcr
SITE
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SECTION 08, TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
PARCEL I D .#08/29/15/04932/000/0530
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SITE DATA
EXISTING (E) PROPOSED (P) REQUIRED
T T T
ZONING:
RFH RFH RFH
LAND USE:
6 UNITS 6 UNITS ATTACHED
USAGE: MOTEL CONDOMINIUM DWELLING UNITS
LOT AREA: 7,433 SQ. FT. 7,433 SQ. FT. 7,433 SQ. FT.
.17 ACRES .1 7 ACRES .17 ACRES
30 UNITS PER ACRE
DENSITY ---- 6 UNITS 5 UNITS MAX. ~ 6 UNITS
ALLOWED PE TOR)
BUILDING COVERAGE: 3,038 SQ. FT. N/A N/A
(S.F. &: % OF GROSS SITE) 40.9%
GROSS FLOOR AREA (S.F.): 3,038 SQ. FT. N/A N/A
F.A.R.: .409
FRONT: 18.3' 12' - BLDG. 15'
SETBACKS: SIDE: 5.1' ~.~: : l8 Hl:B2. ~ 10'
REAR: 20.2' 0' - TO POOL DECK 20'
6'-TO POOL; 26'-TO BLDG.
14' 58.33~ - MIDPOINT
BLDG. HEIGHT: J:'ROt.A5bf~~ ;;:j rfJ~KEL. 11.0' 35'-100'
PAVED VEHICULAR USE AREA (V.U.A.): 1,004 SQ. FT. 916 SQ. FT.
(S.F. OF LOT ARE) 12.32% ---
IMPERVIOUS SURF ACE RATIO: 5,895 SQ. FT. 5,548 SQ. FT.
(I.S.R.) .793 .746 0.95 MAX.
OPEN SPACE: 1,538 SQ. FT. 1,885 SQ. FT.
(S.F. &: % OF GROSS SITE) 20.7% 25.4% 0.05 MIN.
PARKING LOT INTERIOR LANDSCAPING: N/A N/A N/A
(S.F. &: % OF V.U.A.)
9
PARKING: 0 9 (1.5 PER UNIT)
PARKING CALCULATIONS: 1.5 SPACES PER UNIT 0 6 UNITS = 9 SPACES
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EXIST. ELEVATION
EXIST. CONTOUR
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NEW ELEVATION
NEW CONTOUR
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-----10----
EXIST. STORM SEWER
NEW STORM SEWER
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NEW UNDERDRAIN
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EXIST. SAN. SEWER
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POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
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METER
BACKFLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
INDEX OF SHEETS
C1.1 CIVIL SITE DATA
C1.2 CIVil SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING AND DRAINAGE
SITE PLAN
C5.1 UTiliTIES SITE PLAN
C6.1 CIVIL SITE DETAilS
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THIS D~V(rNG 'l1'Aa~~ -()Ir ..stRvICE AND SIWl. RENAlN THE PROPERlY OF THE
ENGI~~R,,'~SMilNO'ty ~~QUCED. PUBUSHm OR usm IN INr WAY WITHOUT
UTHEC?~:~ .r"~,,,,~;~E,.0~ . ":'..:"~:; CCOPYRIGHT 2002' NOT PUBUSHED
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DATA
DRAWN BY:
G.G.L.
CHECKED BY:
H.G.
.JOB#
146-02
DATE:
07/18/02
Cl.l
NESCOM: 0234
S.W.F.W....D. I flROSION CONTROL NOTES
CLEARING AND GRUBBING NOTES ICON'TI
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK. REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING,
3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY
IN PARTS OFF SITE,
4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES, ACTIONS INCLUDED
SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH. ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER.
6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN,
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING.
8, THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD. STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS,
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE,
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED. CLEANED OF SILT, MUD AND DEBRIS. AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS. WATERWAYS, AND EXISTING WETLANDS.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
40D-4 &: 40D-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER,
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4, IF DAMAGE TO THE SYSTEM DOES OCCUR. THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN.
WATER SYSTE" NOTES
1. PER ARTICLE 41.03(B)( 1) CITY OF CLEARWATER CONTRACT SPECIFICATIONS
AND STANDARDS, THE DEPTH OF COVER OVER THE WATERMAIN SHALL
BE A MINIMUM OF 30" AND A MAXIMUM OF 42" BELOW FINISHED GRADE.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHALL BE CLASS 50 WITH A RATING WATER WORKING
PRESSURE OF 350 PSI IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6. 1 21,8 OR A
21.51 AND SHALL BE MORTAR LINED. STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS LARGER THAN 2'" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111, FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89.
7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS.
8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE CITY OF CLEARWATER STANDARDS
AND SPECIFICATIONS.
10. THE CONTRACTOR IS TO INSrALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. PER ARTICLE 20. CITY OF CIlEARWATER CONTRACT SPECIFICATIONS AND STANDARDS,
D.I.P. WATER MAINS TO BE INTERIOR POLYLlNED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES,
13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING,
OPERATION &: MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED. AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM. I.E.
GASOLINE, OIL, GREASE, CHEMICALS, ETC,
THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE, THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMITTED FACILITY,
EROSION AND SILTATION CONTROL NOTES
1, SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES. MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS, SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD. STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION,
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDITION. PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANTY PERIOD,
4. SWALES. DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC" INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY,
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES
SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPECIFICATIONS
WATER SYSTE" TESTING AND INSPECTION REQUIRE..ENTS
1, ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS.
CONNECTION. AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS,
2. NEW WATER MAINS
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER, UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
8ANIT ARY SEWER NOTES
THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE
FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0,55 MILLIMETERS IN DIAMETER; A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER,
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER
SAND IS LESS THAN 0,125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED,'
2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
ASTM 0 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMEiER J:lERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS.
4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA.
5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM.
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL.
1. ALL SANITARY SEWER MAINS &: LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS &: SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C. MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE. PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN".
7, ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8, OR A 21.51.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D,I.P, ARE TO BE POLYLlNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
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CLEARING AND GRUBBING NOTES
1. PRIOR TO ANY SITE CLEARING. ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
P~NS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGU~TORY AGENCY'S
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE. WITH THE SOILS TESTING REPORT. COPIES OF THE'
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY,
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION,
2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
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3. THE CONTRACTOR SHALL CLEAR AND GRUB. ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED. MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION,
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER,
W A TERISEWER CLEARANCE REQUIRE..ENTS
VERTICAL CLEARANCE AT CROSSINGS
GAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
.JOINT<:; ANI) WATFR .JOINT<:; Will RF FQlIAI [)I<:;TANT FROM THF POINT OF CRO<:;<:;ING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS, WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
W A TI!RISI!WI!R CLI!ARANCI! RI!QUlRI!III!NTS ICON'TI
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D.I.P, FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING; OR
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE,
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES
GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY
FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE
TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10FT. SEPARATION, THE
WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE
WATER AND SEWER JOINTS SHALL BE STAGGERED.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED. BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAl JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
SANITARY SEWER/RECLAIMED WATER &: POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS.
WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND SANITARY SEWERS. OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE. DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION,
GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL. (I.E, MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COLLAPSE AND WILL PROVIDE BRACING. SHEETING. OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED,
3, ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C- 76)
UNLESS OTHERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED,
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
7, MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDAt~CE WITH THE LOCAL REGULATORY AGENCY,
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
ELEVATION(S) OF THE STORM PIPES(S),
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
PAVING, GRADING a DRAINAGE TESTING AND INSPECTION REQUIRE..ENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILl.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT,
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK. THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
PAVING NOTflS
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12, PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT,
TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF
MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM
DENSITY PER MSHTO T -180,
7, PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-1
ON 8" LIMEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98% OF MAXIMUM OENSITY PER MSHTO T -180.
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS. OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITIEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S),
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER,
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN
PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY
AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
1, TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926,650 SUBPART P, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER,
2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3, LOCATIONS, ELEVATIONS. AND DIMENSIONS OF EXISTING UTILITIES. STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4, THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6, CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTILITIES,
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION,
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. .
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAl AND'
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS. THE CONTRACTOR'S NAME. STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. AtfY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS
DETERMINED BY MSHTO T -99,
12, SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.1. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED. ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED, ANY WASHOUTS, REGRADING. RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS, THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD. IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FOOT). FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. .
16. THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY,
18, ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED,
21, ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS.
IF REQUIRED.
22, ALL BACKFILL OVER ANY PIPE (STORM SEWER. SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS,
SECTION 125-8.3, LATEST EDITION.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION. IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F,R., S.1926.650. SUBPART P.
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
Le, SANITARY SEWER, STORM SEWER, WATER LINES. FIRE LINES. ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF' THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG, SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
25, ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES,
26, DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
c.. ........4'. 'iI'.
THIS DRAWING IS ,AN ~..,EItr it'~E AND SHALl REMAIN THE PROPERlY Of THE
ENGINEER, ANt) ,sIW.I,.......Ol'- ElE~l<<m.tJcts:, PUBUSHED OR USED IN 1H'f WAY WITHOUT
THE CON ~. .()i'1Nt ENGINEER. 1',/ , . , ~COPYRIGHT 2002 NOT PUBUSHED
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Cf)i'IES:tat-THE~ .PlANs ARE . NOT VAUO UNLESS
[~ee~I).Wm~JHE 'SIGNING, ENGINEER'S SEAL
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CIVIL SITE
SPECIFICATIONS
DRAWN BY:
. G.G.L.
CHECKED BY:
H.G.
I
I
Cl.2
JOB #
146-02
DATE:
07/18/02
NESCOM: 0234