FLS2003-05018 (2)
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FLORIDA blrJollcORJUlTANTS, INC.
CIVIl Engmeenng . Surveymg . Transportation Planmng & Engmeenng . Land Planmng . Environmental . Landscape Architecture LC-26000206
January 14, 2004
Mr Scott RICe, P E
Land Development Engmeenng Manager
CIty of Clearwater
100 S Myrtle Avenue
Clearwater, Flonda 33756
RE: House of Prayer
Case: FLS2003-0S018-717
Dear Mr RIce
On behalf of our Chent, Our Lady of Dlvme ProVIdence, Flonda DesIgn Consultants, Jnc (FDC) IS
submlttmg the response package to the outstandmg Engmeenng CondItion for the above referenced project
Enclosed find the followmg
1 SIX (6) SIgned and sealed copIes of revIsed Construction Plan Sheet 5 of7
Ene:ineerine: Condition:
Comment
Provide Ductile Iron Pipe to the proposed fire hydrant (last 40' run is currently shown
as PVC) and to the proposed Double Check Valve Assembly (plans currently show 13'
and 20' runs of PVC to the DCV A).
Response
The runs of pIpe to the proposed fire hydrant (40') and the proposed Double Check Valve
Assembly (13',20') have been changed to ductile Iron (DIP) See the revIsed plan sheet
If you have any comments or questions please call (727) 849-7588
Smcerely,
/jl!:w~~
Project Manager
Enclosures
c DIane Brown, Our Lady of DIvme ProVIdence, w/Encl
Edward Mazur, Jr , P E , FDC, wlo Encl
FIle 997-203-40 01, w/Encl
cpK \House of Prayer\Letters\nce 04 doc
~ -;
3030 Starkey Boulevard · New Port Richey, FL 34655
(727) 849-7588 · Fax (727) 848-3648. (800) 532-1047
www fldeslgn com
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EXISTING #719
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OLD TAMP,i.'l, B/',Y
(TAMPA BAY)
EXISTING SEPTIC SYSTEM NOTE:
EXISTING SYSTEM SHALL BE CLEANED
PRIOR TO C.O.
EXISTING SYSTEM SHALL BE CLEANED AND
MONITORED AT A TIME INCREMENT AS
DETERMINED BY THE APPROPRIATE
AGENCY.
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WARNING
CONlRACTOR TO CALL .SUNSHINE STAlE ONE CALL.
1-800-432-4770 48 HOURS PRIOR TO ANYa.EARlNG
OR CONSlRUCllON FOR EXlSllNG UllUTY LOCA l10NS
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THE SIGNATURE OF THE QUAUTY
CONTROL OFFICER IN THIS SPACE:
INDICATES THAT ALL REOUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO CO....ENCE.
------,
1=
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E.B. No. 7421
PREPARED FOR.
SHEET DESCRIPTION.
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SANITARY PROFILE
13+00 13+50 14+00
SCALE: 1"-50' HORIZONTAL
1-.10' VERnCAL
12+50
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
OUR LADY OF DIVINE PROVIDENCE
702 SOUTH SA YVIEW AVENUE
CLEARWATER. FLORIDA 33759
PHONE, (727) 797-7412 FAX. (727) 726-1631
HOUSE OF PRAYER
II A PRIV A TE RELIGIOUS RETREA TtI
UTILITY PLAN
JWD
6321 Grand Blvd. New Port Richey FL 34652
Tel, (727) 849-7588 - Fox. (727) 848-3648
NO.
DATE
<-
o 20
~
80
I
40
~
- Proposed Water Line &: Valve
. Proposed Storm Structure &: Pipe
- Proposed Sanitary Sewer &: Services
@ . Proposed Sanitary Manhole Number
. · Proposed fire H)'drant
~ . Proposed Gate Valve
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1"-10' VERnCAL
{bI3ENC'f.
o (lg r~ n ~rli'l
~;;~jWJ
fitJ\l~NING & DE:\:ELOPMt:1'~'l S1iC~
CITY Of CLEARWAl ER
SUB\\i.\\T'fAl"
10
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.IOS NO.
997-203
EPN
F.B. . PG.
5
SHT.
REVISED PER CITY OF CLEARWATER COMMENTS
REVISED PER CITY OF CLEARWATER COMMENTS
REVISIONS
DATE.
AW 8/29/03 OF
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5' VARIES C)
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ASPHALT (1) PLANTER ~
r / VARIES VARIES J I~ :-
1/ / / / / / / /'/ / / /. / / -;/7 / /////71 - \...PROPOSED
I / /. \ SIDEWAlK
HANDICAPPED SIGN
--SEE INDEX NO. 118
CONe. WAU<
RAMP DOWN
-
SEE INDEX NO. 108
CONe. WALK
. .of TRAFFIC BLUE
S1RIPE (nPICAL)
8" WIDE
1RAFFIC~
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. ~ 1RAFFIC WHITE
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12'-0" 2" (nPICAL) I
17'-0"
5'-0.
NOTE:
All powment marklnge to be thermoploetlc.
HANDICAPPED STALL DETAIL
INDEX NO.118 - N.T.S.
62'
19'
24'
t
1'-0.
t STANDARD PRE-PAINTED
. ~ DISABLED PARKING SIGN
~ ON 1/8. llilCK SHEET
-' V ALUMINUM
co
.
WHITE BORDER
" SYMBOL
BWE eACKGROUND
....
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-
~K BORDER
" LETTERS
WHITE eACKGROUND
PARKING BY
DISABLED
PERMIT
ONLY
co
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BLACK BORDER
" LETTERS
WHITE BACKGROUND
$255 FINE
F.S. 318.14
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ALL LETTERS
,. SERIES .c.
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.,-,,,,"J.',;,.:' ~ I It ~ .,-,'."J.';,':~ 8"><2'-8. CONCRETE MASS.
.' - :.....,... -:. J I .' - :,,:. - . FINISH TOP OF MASS LEVEL
-11'1 '. '. - '111 _WITH A SUGHT RAISED WASH
I -III :..~/II I. ~.~ -II f=' ./ APPROXIMATELY 1/2. ABfNE
It · 1;;;:?[ LEVEL OF TURF/SOD.
-111== ...1 I.~ izrll- ~
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2. HOT DIPPED GALVANIZED
STANDARD WEIGHT STEB. PIPE
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HANDICAPPED SIGN DETAIL
INDEX NO.119 - N.T.S.
19'
STABIUZED SUBBASE (3) BASE COURSE (2)
(1) SURFACE COURSE 1S ASPHALl1C CONCRETE (S-3) or (S-1)
(2) 6. CRUSHED CONCRETE
(3) 9. COMPACTED SUBGRADE (LBR-40)
PROPOSED PAVING SECTION
N.T.S.
6' MAX.
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SECTION
OPllONAL POST
POSIllONS
V
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 FOOT SPEC.)
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PRINCIPAL POST POSlllON
(CANTED 20. TOWARD FLOW)
7
ALTER FABRIC
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SILT FLOW
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NOTE: lURN ENDS OF
FENCE UPHILL
ELEVATION
L 2x2x i
2'-'" For 18" Pipe
3' -(/' For 2'" & 30" Pipe
3'-8" For 36" Pipe
4'-'" For ~ Pipe
~
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Bars 8" Ctrs_ Each Way _ _
r Bars. Pipes < 3(j'() ""'"
,- Bars, Pipes:? 3(/'() ill..
v
Clip Angle - ~
See detail
Steel Plate: -- V
3'-(f For 18" Pipe
4'-(/' For 2.(' Pipe
4'-(f For J(/' Pipe
5'-(/' For 36" Pipe
5'-(/' For ~ Pipe
.IV
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SI.. T SCFEEN DEl AL
NTS
nrr Std. '1
Ii r f() HOlel~
I" I I I" " /A4
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SECTION - STEEL PLA TE
L 6 x 4 xi x 4-
r rfJ Hole \
Steel Plate, \,
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CUP DETAIL J 7
t"'...:;
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i-x '''' American \
Std. Bolt With N, "\t \
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1.-8"
Vert Bars & Plate Holes J
Symmetrical About r Pipe:
4 For 18" Pipe
5 For 2'" & J(/' Pipe
6 For 3ft' Pipe
7 For ~ Pipe
PIpe Dla. I 18' 2'" I >>' I:stf' 42"
IGnIte (Lbs.J I 4B 58 I 74 I 90 III
FRONT VIEW
Note: Goords to be constructed only at locations specifically
called for in plans. Goord, plate & clTps. bolts. nuts and
sleeves to be included in the contract unit price for Endwa/l
Grate. LB.
~IIAk>n AT PIPE ENDS
JIlT TO SCM.E FlIIT INDEX tel. 280
DESIGNED
THE SIGNATURE OF THE QUAUTY
CONTROl.. OFFICER IN THl8 8PACE
INDICATE8 THAT ALL REQUIRED
1'ERMITS HAVE 8EEN OBTAINED
AND THAT CON8TRUCTION 18
AUTHORIZED TO COMMENCE.
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DRAWN
JMS
CHECKEO
JD
Steel Plate-!' v
(t () Anchor
6i- Minif1Vl1llmbedment:
Standard Hex Bolt:
Cast In Or Epoxy
Grout In Ii- Hole
ChemTcal Anchor:
Installed In Accordance With
Manufacturers ReoommendcJtions
SIDE VIEW
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PORTLAND CEMENT CONC. PAVEMENT
,. GENERAL
RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED
PORTLAND CEMENT CONCRETE PAVING ON A PREPARED
SUBGRADE. TI-lE UTILITIES AND OTI-lER ITEMS IN AND BENEA TI-I
TI-lE STREET MUST BE PROPERLY COORDINATED WITH THE
CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS.
TI-lE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF
ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT AND
INCIDENTAL NECESSARY FOR THE PROPOSED RIGID
PAVEMENT CONSTRUCTION IN ACCORDANCE WlTI-I TI-lE
APPROVED DRAWINGS AND SPECIFICATION.
2. CONCRETE STRENGTH REQUIRED:
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 (PCI) PSI AT 28 DAYS. CONFORMANCE
TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BY
ACI STANDARD 318, LATEST EDIl10N, SECTIONS 4.8.2.3 AND
4.8.3.
-
Pick Hole 7 ~
1-1/4' 117 :::
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Mln, 4 RequIred
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RING - HALF PLAN
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21'
Mo.chlned ~urfo.ce
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EARTH
RING - SECTION
M1n11'lU1'l "'elght 7' 232 lbs.
9' 278 lbs.
SOLID COVER SECTION
MInII'luI'l ....Ight 128 lbs.
~~~
NOTES
1. "'here roadwo.y boose Is 8' or thicker use eyring,
o.ll other cases 7' ring Is perl'llsslble.
2. Manufacturers 1'l0d4tl of storl'l ring and cover to
be approved by City Engineer.
3. Perforo.ted covers, when required shall be sll'lllar
to solid cov.rs.
- StorM sewer Manhole covers are not to say
'CLEARW' A TER' or 'CITY OF CLEARW' A TER' on
thel'l. This systel'l Is a prlvo. te systeM.
1.
2.
6. - 3000 PSI CONCRETE W/6X6 W/2.1X2.1 WWF.
12. ST ABIUZED SUBBASE TO MIN LBR OF 40 &:
COMPACTED TO 95" MAX DRY DENSITY (ASTM 01557)
TO BE PLACED IN 2-6" LIFTS.
1/4. PREMOlDED EXPANSION JOINT STRIP - .ZIP-STRlp.
o 20'-0. O.C. MAX.
STORM SEWER MANiOLE COVER DETAL
N.T.S.
3.
CONCRETE PA VBJENT DETAL
NTS
See Index No, 201
'"
I
~
~--- ~ - ... ~At Terrllnal
~ ~ --.. Manhole
~ ~ .'"
I "
I ~ ~
J' ..... G:"- I
/ ~~-!~
r-- - - c..---
~
RulDlDer Isoto.tlon Pod
I~ Varies
~~ .
r::: Bottol'l Of :I ~
'/ Corbel j _
8' _'/ 'D' Min. ~ _ 8'
.. rI"/ Or To Suit Plpe::l 1-
12' '-V / - ~ - /01= 12' I
~ r 'E' '\ I
6' Lt ~ :::~ ~-::- - '/ A ,
~!:J"2";:!"'!l"2"~i':l'::.:f:::. ~:;.S,r.;::"I-rr i
.~;. -'. ....,.- .-:Il>" .:~ :r.~., ;-t:I-i:1.
SECTION A-A '"'--'G'
Clo.y Or Cel'lent
Brick Masonary
LlI
i .i:
~t.
.. ~
t
, 7
"I
I
+
St6Inlltn Stnl.........
Hold Down strap ......
3/4' ArIc:hor Bolt by_......, -1'" I /.l
~~, .' '--- I ..../!
t 6' Tvo. t
- ~: '~'. ..... ir.. ..~ :'.,..-. I
Bo.llGst Pod/
40 c:f' 3' - 2' D1aMwr x 6' - 0' Long
2 Straps, 2' "'Ide, 1/4' Thick
Square Bottol'l
PerMitted
3.5' L.onQ Bend with
718" HeM Drlled
In Center - St6Inlltn Stul
PLAN
B
C
4' Max
6' Max
7' 10'
7' 14'
D E
3'-6' 24' Max
4' 30' Max
4' 48' Max
5' 48' Max
A
2'-6'
3'-6'
3'-6'
3'-6'
F
8'
8'
12'
12'
G
I at 12' E.V.
I at 10' E.W',
I at 10' E,V.
I at 10' E.V.
Shallow 0'- 4'
Standard 4,1'- 6'
DeeD 6,1'- 10'
DeeD 10.1'- 14'
HQt.Q POWN STRAP DET AJL
N1T TO SCALE
NOTES
1, All concrete to be 3000 p.s.l.
TOP OF SEAWALL
STORM SEWER MANiOLE DETAL
N.T.S.
12"
TYP.
Pi
?0
V
-
.. ---t...--
6"
TYP.I -
~
OUTFALL PIPE
OUTFALL PIPE
4 PERFORATIONS LOCATED AS SHOWN,
I ~VERY 3 1/4 f 1/4) INCHES ALONG
~OIGTH IJ' PIPE.
I ~ ~ \
7.TO 1~ ~~TO 13'
P'"
CONCRETE COLLAR
12"-
/ CONCRETE COLLAR
Y/ /_ ZFACE OF SEAWALL
V' / / SEAWALL
CONSTRUCTION/
V IMPROVEMENTS BY OTI-lERS
~
.. 4---
-
90.
TO
120.
GRADATION TABLE I
r:I.I:VA1ION AT SEAWAlI-
8EC1ION pop
PERFORATION D~TAI~
U,S. STANDARD
SIEVE SIZE
1/~ INCH
3/8 INCH
No.4
No, 8
No, 16
No. 50
PERCENT
FINER
100
90 - 100
20 - 55
5 - 30
o - 10
o - 5
PIPE OUTFALL AT SEAWALL
JIlT TO SCALE
r ElCISI1NQ MBIENT
--7
~ ~ '~""..I.
~, >'1...'~),1" , l)Y'l....')o.. VI"
<, /< <.:(// '..";<~~//
A NON-W'OVEN <1'-6'
PERVIOUS FIL TE~
FABRIC MA TERIAL ~
(MIRAFI 140 N DR
EQUIVALENT> ~,~EARTH FILL
(6' OVERLAP) //~ / t
/ .' ,. - 6" ,
, )-' ~:
~),,~/'~, ~~'ih~~~>
, /~// A ~///~//;..
A~' ............. ............. ~ T
27' (TYP)l\..... .............. ............. l\.""
/~ ...................... ...................... /~
~':( ::::::::::::::::::::::::::: :::::::::::::::::::::::::: ~-(
A ~ :::::" 'FiLtER.' :.:.:.:.:.:.:.:.l2 , 12'
l\.'Y! ..... AGGREGATE"....... ~" t
/)y .:.:.:.:.:........ ..... :.:.:.:.:.:-:.:. "
^'" .... .......... ............. ~"
" :::::::::::::. '::::::::::::. ....,
"A." :::::::~.r:::' ~.......... i/.,
,/,...... ::::::::: ~.::::::::. ~'" '
%~ :::::::: ':::::::. '~
A~ ::::::1':' ':::::::. ""
,;. ....... I.... ........ ,
'.,' ......... ~. ........./.
/ ':.:.:':':'::.::..: ::::.:.:.:.:.:.:.:.:. "
,:>} .............. ...... .....~"
/,' :::::::::::::. '::::::::. ':::. VV
, /~'''''--<h>>''~~''
"'\ '7~' .... .('\/ / "'\ "
6' PVC PERFORATED
UNDER DRAIN PIPE LAID
WITH PERFORATIONS DO"'N"'ARD
21'
..Lr... . .
,,~
""- < /.
/~,
A/I'
;.."$.~~'"!~
T
NO'l't:
ElCISI1NQ W>>D ~ T
~titlti~%.~l%l{
ClClIIIWll" ..
12" LA'IERS
1RENCtIES LClllotJED UNIlEIt MBIENT
SIW1. BE CllIII'M:IED 10 100ll OF
lIAIClMUN DEI81Y tit MS.H.T.o. T-118.
lIEIHClO Co
1RENCtIES NOl' LOCQED UNIlEIt MBIENT
SIW1. BE CllIII'M:IED 10 It FlRIINEIS
EQlML 10 1WlT OF 1HE 8llL N>>N1EHf
10 1HE lRENCtL
REJII.ICEIIIENl OF PINED SlJRF'1ICES SIW1.
BE IWlE .. ACCllRIWlCE 10 N'PtJl:08.E
LOCM. REllIIA1IllNS.
It
~..
fI' LA'IERS
d.
~
NOTES
i Sfttti.tt~~~~t~t~~
<:,-7
~'
Illill
S' . ~ell'
Ill' IQ~
Ill. A tiQI
"tt St
'rial .
St.
<0>
Grass Planting or Other
Non-Walking Surface~
6"
4'/5'
CONC.
SIDEWALK
Match Existing if
Existing Sidewalk
"'"
C"~
~
-+-
RAMP CURB
.
~c;; <0,_
c5b~ ~~ ~ '....../"
"'~ <:'..<-. ~ "
C;>oS' 1:'.... ~C)..,,:;~. C"~
--f.o'~ ~"<S ....CPoS' <9
, ctf. ~">.>.
~ C;>1oo.._o~
~~.... ctf.
~<""'~
~+-
<,"-....
'-!V )
.- -?
~
If "x" is less than 48" then
the slope of the flared side
shall not exceed 12: 1.
ISOMETRIC VIEW
RETURNED CURB RAMPS
CURB DROP CURB
1 ' lRANSITION 'I' CURB 'I' lRANSITION 1.........- BACK Of S1DEWAU<
~---I I~
ELEVATION A-A
VALLEY GUTTER CURB
\
CONC. RAMP
I'
!IIIl.
I
.. . j
./ Textured Surface
/'
1
\
I.' ..'
. ..
'-4 . .
. ". :'A~-~
.'. . .'
NOTES:
1. Romps are designed to the
Uniform Federol AccesslbUity Standards
to comp-Iy with the Americans with Disabilities Act.
2. Romps Sholl Have 0 TactUe Surface, Textured to a
Depth Not Exceeding 1/8- by use of Tam~ or roller
In Conformance with Requirements of FOOT
Roadway and Traffic Design Standards, DetaU 304
Or Most Recent Modifications.
\4-
."1.. .
..
. .. .
12:1 MAX.
SECTION B-B
8I)EWALI( RAM' DETAL
NTS
- 4' Drop o.t All Drives
5' l'
~ :;:1 ~1/2'RI 'vIeo.rlng Surfo.ce
, ~:':'" . \0
j :~:: i
.- .--
~ .:::::::: .J.
> ~~:~. cu
~ =::::::::. "-
, '~:::':. -
~ i~~~~~i. . . . .. . . ..
........ . . . COl'lpOocted _ . .
, . (,; - . .,. .. -SubgrOodtr - . .
7 '"
, ...... - -.;7/#/ A/,
~ ..-....., ~,~..-
.'-.
- 4' Drop Oot All Drives
r2'R
6' I 2'
~ r3'R ;,-
~ ~~:=!q /- T
I ~ ~::?:~ / \0
:i!::::i:::-:' ::. "':';~::Jiof"
........:....~....:3/4 R~..
, ." .i:ff::~ffff::g;:ff::ff:~::~::ff~:
l
- .6~' .:: . . . 24" . .::: C~""l5o.t:-ted
. . - . . . . . . . . . . . . . . Si s"':rdc:At
. -:-.,. .-~
-
~ r~~
~
o
~...J
d CJ) I
· s:
'tS-
d .x
o to
~ d
"0...
- "
al -
-\0
-
-
cu
-
BOose
BOose
....
"
....
",
,"',....
NOTEI...hen used on high side of roadways, the
cross slope of the gutter shall I'lO.tch the
c::ross slope Of the adjacent paVeMnt and
the thickness of the Up shall H 6', urUss
otherwls. shown on plans.
~
u.s.
3'
I . r BOock of Curb
~ ~. ,-Construction SYI'l",etrlco.l
~ - About DrlvewOo)l C
~
u.s.
Fo.ce o~
Curb
'vIeo.rlng
Surfo.ce
NOTESI
1. There sho.ll be 0. 112' seal joint
Htwnn
bo.ck of curb and clrlvnay.
2. Concrttw In curbs shall H 3000 psi,
with
fiber MSh rttlnforclng.
,.1.
cu
"-
-
......
AT
,.....1' Drop o.t
All Drives
r 'vIeo.rlng
Surfo.ce
u.s.
-
....
.- 3/4'R ~
D :~--=-_ I .'
- .] .~::~.::~:.. ,';:.:::~J:!f
0\ :::::::::::.: ~ :;:r-::::::.:::::: ~
/. '" :f::::~::;;,.. :::~;=!::::~: BOose
..... -.
\ . 6" :. -12' - '. .: '12' . . . . . .
~~. . . . . . . . :.; . ~. . ~~~~:d_
A~/N, '/LY/J~ - - -:...-";.-
~~ ~ ::c[~ ~!;:3~ ~l :^ '~~~^y~
J L ill) U.s.
\.'t
~(\
PL.A&~NING & DEVELOPMENT ~VQ>
CllY OF CLEARWATER
\.'t
~(\
~
~
. ~\()..
~Ib;
. ~()..
~,b;
\.'t
~(\
\.'t
'*'(\
'"p..... '",
~'E.~';i'" '\l
NOTEI Concrete to be 3,000 psi, with Fiber Mesh reinForcing,
suatA,"{1'l\l
1. PVC PIPE SHALL CONFORM TO EITHER ASTM F758 DR ASTM
D3033, EXCEPT THAT THE SIZE AND ARRANGEMENT OF P'ERFOR-
A TIONS SHALL CONFORM TO THE PERFORA lION DETAIL HlEREIN.
2, FILTER AGGREGATE SHALL BE F,D.O.T. SIZE 89 AS SPECIFIED
IN TABLE I, THIS DETAIL.
3, DIAMETER OF PERFORATIONS SHALL BE 3/16 TO 3/8 INCHES,
-1
I
..
(\J
"
....
I
....
..
(\J
"
....
I
If)
....,~~....
.~~..~......~' ......~........
~~t~~* ": ~~~:it~
\....-:J
C~~:~~~~~~~:~:~~::~t~~~~~:
.- - I 1
1M. I
u.s.
u.s.
&.
PREPARED FOR.
SHEET DESCRIPTION.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
6321 Grand Blvd. New PorI Richey FL 34652
Tel. (727) 849-7588 - Fox. (727) 848-3648
I- 2-1/2' I'Iln
-1 I- 2' I'Iln _ ' ." II .. , '. f... ":
/ : : 1 d;~'~~~~~>.:\!
· II' ~~ ~~'kf!IJ" ..... . . . 5~4rit::: := ~ . 2
~ ~ ' ~'~.' - ii' ' , , 5
I 7-1/2' I '3~:i~;" .~",,"".' j
I- -f '," ... 0
Typical ./0111.......... <.>
I r
..
~ .11
L II ,'-L
I- 7-3/4' -I '=T
1
.L
13 Bar
Typical
TYPE A
TYPE C
JOB NO.
997-203
OUR LADY OF DIVINE PROVIDENCE
702 SOUTH BA YVIEW AVENUE
CLEARWATER, FLORIDA 33759
PHONE, (727) 797-7412 FAXl (727) 726-1631
HOUSE OF PRAYER
II A PRIV A TE RELIGIOUS RETREA T"
PA VING, GRADING AND DRAINAGE DET AILS
6
E.B. No_ 7421
,
EPN
FA .. PG.
IHT.
.&. 11/13/03 ADDED UNDERDRAIN DETAIL PER SWf'WMD COMMENTS
D~TE.
8/29/03 OF
7
NO.
APP'D
BY
DATE
REVISIONS
c
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..
41
o
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41
0-
.lIl,
I
E
o
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0<)
ti:i
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o
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;.,:
UTILITY NOTES
1. ABOVE-GROUND AND UNDER-GROUND UTILITIES ARE IN THE
AREA OF THIS PROJECT. PROCEED WITH CAUTION - CALL
"SUNSHINE" AND THE UTILITY OWNER(S) 2 DAYS IN ADVANCE
BEFORE BEGINNING WORK 1-800-432-4770.
2. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMA lE AS
SHOWN AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DElERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR
TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR
SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE
BEGINNING CONSTRUCTION.
SANITARY SEWER NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CITY OF CLEARWAlER SEWER SYSlEM STANDARDS AND
SPECIFICATIONS AS WELL AS CONTRACT SPECIFICATIONS
2. NO DEBRIS SHALL BE ALLOWED TO ENlER THE EXISTING
SANITARY SYSTEM
3. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR
SHORING NECESSARY TO CONSTRUCT AND PROTECT THE
EXCAVATION AGAINST COLLAPSING. ALL CONSTRUCTION SHALL
ADHERE TO THE TRENCH SAFETY ACT REQUIREMENTS.
TRENCHES SHALL BE KEPT DRY WHILE PIPE IS BEING LAID.
DEWATERING SHALL BE PROVIDED WHERE NECESSARY.
4. PIPE WILL BE ON DRY, UNDISTURBED SOIL WET
UNSUITABLE MA lERIAL WILL BE REPLACED WITH COMPAClED
SELECTED BACKFILL MATERIAL AS APPROVED BY THE SOILS
ENGINEER.
5. BACKFILL MAlERIAL WILL BE SOLIDLY TAMPED AROUND THE
PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT
ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACK-
FILL WILL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM
DENSITY AS DElERMINED IN THE FIELD BY THE METHODS PRE-
SCRIBED IN AASHTO T-180 IN 12" LAYERS TO THE PROPOSED
PAVEMENT.
6. SOIL BENEATH MANHOLES TO BE COMPAClED TO AT LEAST 98%
OF THE MAXIMUM DENSITY AS DElERMINED IN THE FIELD BY THE
METHODS PRESCRIBED IN AASHTO T-180.
7. SANITARY SEWER SERVICE WILL BE SUPPLIED BY THE CITY OF CLEARWAlER.
8. ALL NEW SANITARY SEWER MAIN MUST BE lELEVlSED.
9. PROPOSED SANITARY SEWER SYSTEM TO BE PRIVATELY OWNED AND MAINTAINED.
10. SANITARY SEWER MANHOLE COVER(S) ARE NOT TO SAY "CLEARWATER" OR "CITY OF CLEARWAlER"
ON THEM. THIS SYSTEM IS A PRIVAtt SYSlEM.
11. THE EXlERIOR AND INlERIOR OF ALL PRECAST MANHOLES SHALL BE COATED WITH AT LEAST
15 MILS DRY THICKNESS OF PROCO EP-214-351 EPOXI-MASTlC AS MANUFACTURED BY
PROlECTlVE COATINGS, INC.
12. THE EXlERIOR AND INlERIOR OF ALL BUILT-UP MANHOLES SHALL BE COAlED WITH TWO COATS OF
BITUMASTlC BLACK SOLUTION 300M AS MANUFACTURED BY KOPPERS COMPANY, INC., OR APPROVED EQUAL.
Stop Less Check
MUELLER H143S0 with Lock W'lng nnd
COl'lpresslon Inlet or npproved equnl
Thrended Corporn tlon Stop
MUELLER H1S008
or npproved equnl \
( TAP AT 4S. ANGLE )
Snddle required on
4' P.V.C, only
m=e
.......
......
....:
~ "'oter Servfce Tutmg
Drlscoplpe S100 or
Endot/Yo.rdley Blue Jet.
SDR 9. 3408 Polyethylene
-.
.,.
.:i:....
;d"/
So.ddle sho.ll hn ve double ,X,) :
sto.lnless steel stro.ps \: ~
with epoxy con ted ~
ductile Iron body,
W' 0. ter Mnln
CH.0Rt4A TION TAP DET AL
N.T.S.
THE fOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS.
1. BEND - INLET AND OUTLET
2. TEE - ALL BRANCHES
3. OFFSETS - INLET AND OUTLET
4, CAPS
S. PLUGS
6, DEAD ENDS
7, HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
Restrnlnlng Gnsket
(T~L
.I~
Thrust Restro.lnt <Typ.)
\..
~
<~
r
ON ALL TEES. A MINIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG,
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
tc = CONTACT ENGINEER fOR VALUES
FIGURES BASED ON 30' BURY DEPTH. 150 PSI TEST PRESSURE
FIGURES DON'T APPLY TO POLY WRAPPED PIPE
DO NOT USE FOR
VERTICAL OFFSETS
NOM.
PIPE
SIZE 11.25
4 2
6 2
8 3
12 4
16 5
20 6
ELBOW'S (deg.)
VAL VE DEAD
TEES
BRANCH END
18 30
30 42
42 54
tc 76
tc 97
tc 117
ur( IllY : :1I(O::o:~/ID JII
~~' ~~3~
T npped Flnng/ I ~ r Brnss Nipples 2' Bnckflow ~ i T npped Flnnge
Bnll Vnlv/t=, I <Typ.) .--... ~ Preventer ~~ "- Bnl( Vnlve
,I. IIn .I~
">=r -
WA TER DISTRIBUTION NOTES
1. ALL MA lERIALS AND CONSTRUCTION FOR THE FIRE PROTECTION SYSTEM
AND THE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE
WITH THE CONTRACT SPECIFICATIONS AND CITY OF CLEARWA lER SPECIFICATIONS.
2. WA lER MAINS SHALL BE 30" (MIN) BELOW PROPOSED GRADE.
3. WAlER LINE LOCATION DEVICES SHALL BE INSTALLED 12" TO 18" ABOVE
ALL WATER LINES ACCORDING TO THE CITY OF CLEARWATER.
4. MINIMUM SEPARATION BETWEEN WAlER AND SANITARY SEWER AND STORM
SEWER LINES TO BE 10' HORIZONTAL AND 18" VERTICAL.
5. POTABLE WAlER SERVICE WILL BE SUPPLIED BY CITY OF CLEARWATER.
6. LENGTHS ARE ::I: FROM CENlER OF FITTING TO CENlER OF FITTING.
7. ALL WATER/FIRE HYDRANT MAIN EXlENSIONS TO CONFORM TO CITY STANDARDS.
8. THE CITY OF CLEARWATER WILL PROVIDE WAlER TAP SET THE METER AND A B.F.P.D. (BACK FLOW
PREVENTOR DEVICE) IF APPLICABLE. APPLICANT IS R~SPONSlBLE FOR ALL ASSOCIATED FEES.
9. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND WATER MElER. DUCTILE IRON PIPE MUST
BE INSTALLED BETWEEN ANY TAP AND BACKFLOW PREVENTOR DEVICE. AT LEAST ONE JOINT OF DUCTILE IRON
PIPE SHALL BE INSTALLED ON THE SERVICE SIDE OF ANY BACKFLOW PREVENTOR DEVICE.
10. ALL POLYVINYL CHLORIDE PIPE SHALL BE LAID WITH AN INSULAlED 12 GAUGE A.W.G. SOLID STRAND COPPER
WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE. THIS WIRE IS TO BE
CONTlNUiOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY THE ENGINEER. THIS WIRE IS TO BE
SECURED TO ALL VALVES, lEES AND ELBOWS. SEE ARTICLE 41.02 (B)(2) PART "B" TECHNICAL
SPECIFICATIONS, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS.
h
Flow
.
90. Brnss E
Approved Bnckflow
Resilient Sent r Plnte Strnlner !prevente~ Resilient Sent
OS 8c Y Vnlve~ r OS 8c Y Vnlve
,~ /
Flnnged T e~ ~ / Flnnged Tee
nonged go' Be~ ~ =\m~m.F.l..F.l. ^ T ~/nOnged 90' Bend
rJlQ1J 0 o~[ ~Ih ~ ...00 ~ " ~ Unlfl~nge
E == l Meter I. E == 1
" 12' / ~ D.I. Pipe
,I, 1.;::.:"7\ '" ~I, ! / f3.: ';-').. ~\I '\l
~ Supports ~
PIPE SPECIFICATIONS
1 PVC PPE (&-, .. AJtD V) SANrARY SEWER
PVC PIPE (SDR35) POLYVINYL CHLORIDE SEWER PIPE SHALL CONFORM TO ASTM D-3034
SDR35 D-1784 (PVC COMPOUND), LATEST REVISION, OR AS OTHERWISE SPECIFIED. ALL
PVC SEWER PIPE SHALL BE CONSPICUOUSLY LABELED WITH THE MANUFACTURER'S NAME,
NOMINAL PIPE SIZE, APPLICABLE MATERIAL CODE OR PVC CELL CLASSIACATlON, STANDARD
DIMENSION RATIO NUMBER, PRODUCT TYPE, STANDARD SPECIFICATION DESIGNATION,
PRODUCTlOINS RECORD CODE AND NSF CERTIFICATION SEAL AND WILL BE COLOR CODED
GREEN, PIPE WILL BE A MAXIMUM 13' LAYING LENGTH. APPROVED PRODUCTS: J-M/BLUE
BRUTE, H&:W, E.T.I. CERTAIN TEED (W/INTEGRAL BELL), AQUA-TIlE, NOR TH STAR, CANTEX,
VULCAN, D,A VlS-DA VllTE.
h
.
2. PVC PrE (J J:J:Ia THAN 4") WATER CISTFIEIUTION
PVC PIPE LESS THAN 4" SHALL BE MADE FROM CLEAN, NEW NSF APPROVED TYPE 1,
GRADE 1, PVC CONFORMING TO ASTM SPECIFICATIONS D1784 AND D2241 OR LATEST
REVISIONS THEREOF, AND BE SUITABLE FOR USE AT MAXIMUM HYDROSTATIC WORKING
PRESSURES OF 200 PSI AT 23 DEGREES C (73.4. DEGREES F). PIPE SHALL BE
FURNISHEDI IN STANDARD 20' LENGTHS WITH JOINTS BEING OF THE PUSH-ON INlEGRAL
BELL TYPE SUPPLIED WITH GASKETS INSTALLED. PIPE SHALL BE MARKED WITH THE NSF
MARK INDICATING ITS APPROVAL FOR POTABLE WAlER. ALL PIPE SHALL BE CLEAN AND
ENDS SHAll BE TARPED DURING SHIPMENT. APPROVED PRODUCTS: J-M, CERTAINlEED
WITH INTEGRAL BELL. HEP, H&:W.
Flow
a pvc PrE (4" AJtD ABOVE) WATER CISTFIEIUTION
C900, WITH PUSH-ON INlEGRAL BELL JOINTS AND SUPPLIED IN STANDARD 20'
LENGTHS. NO SOLVENT-CEMENT PIPE OR FITTINGS WILL BE ACCEPTED. ALL 4" PIPE
SHALL BE PRESSURE CLASS 150 WITH A DR OF 18. PVC PIPE 6" AND ABOVE SHALL BE
PRESSURE. CLASS 150 WITH A DR OF 18. PIPE SHALL BE MARKED AS DETAILED IN
AWWA C900 AND BE FURNISHED WITH AN AFFIDAVIT THAT IT COMPLIES WITH THE
REQUIREMENTS OF AWWA C900. ALL PIPES FOR FIRE SPRINKLER PROTECTION SHALL BE
PRESSURE. CLASS 200 WITH A DR OF 14. ALL PIPE FURNISHED UNDER THIS
SPECIFlCA 11 ON WILL BE COLOR CODED BLUE. ALL PIPE SHALL BE CLEANED AND ENDS
SHALL BE TARPED DURING SHIPMENT. APPROVED PRODUCTS: J-M/BLUE BRUTE, H&:W,
E.T.I. CERTAINlEED (W/lNlEGRAL BELL), AQUATllE, NORTHSTAR CAN-lEX, VULCAN,
DAVIS DA VTITE.
* APPROVED R.P. DEVICES
Hersey-Beeco Model 6CM
Al'les SOOO SS
W'o.tts Model 909 or 009
Conbrnco 40200
4. DUC1LE FION PUSH-ON PrE, CLA88 50 (&--12"), CL.A8S 51 (4")
DUCTILE IRION PUSH-ON PIPE SHALL BE CLASS 50 AND SHALL
CONFORM TO A WWA C151-76 AND A WWA C"'-79, OR LASlEST
REVISION THEREOF. PIPE SHALL BE FURNISHED IN NORMAL 1 B' LAYING LENG1l1S
WITH ALL JOINT MATERIAL INCLUDING GASKETS AND LUBRICANTS. PIPE SHALL
BE LINED WITH A STANDARD 1l1/CKNESS CEMENT LINING AND SHALL CONFORM
TO AWWA C104-BO. APPROVED PRODUCTS: CLOW, AMERICAN CAST IRON-FASTlTE,
US PIPE &: FOUNDRY, McWANE - TYTON, GRIFFIN.
~~J-
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o
o
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~
~
Top
View
Ford Meter
FlQnge
1
Approved BQckflow *
Prevention Device (FlQnged)
Flow
/
Ford Angle
V nl ve(FlQnged)
..
c~
v~l~
~iP '- Meter
(FlQnged)
::.
~ BrQss Nipple
II~
NOTE. THRUST RESTRAINT ON SLIP JOINT DUCTILE IRON PIPE SHALL BE U.S:.
PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-GRIP
GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE
IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS,
C Q)
-<:5
d_
~CI)
~
QI
E
o Q)
+><:5
Ul(lj
:J
U
22.50
3
5
6
8
10
13
45
7
10
12
17
22
26
90
17
23
30
42
53
63
DUCTLE RON PPE RESTRAM" DETAL
N.T.S.
DESIGNED
THE SIGNATURE OF THE OUAUTY
CONTROl.. OFFICER IN THIS SPACE
INDICATES THAT ALL REOUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
t
y\/
12'
~
~t
4' PVCh
NOTEI
Device l'Iust be Instnlled level.
~ 4' PVC
"I
/ 2'x4'
r
~
2'x4' REDUCER
* APPROVED DOUBLE -CHECK VALVES
Hersey-Beeco Model FDC
W'ntts Model 709 or 007
Conbrnco 40100
REDUCER
TYPICAL co.FOUN) WATER ~ SET
1-112'. 2' MODELS
N.T.S.
PREPARED FOR.
, ) FL~~~. ~~~AL~'?~~~! ~f<!I~~RfNC'
6321 Grand Blvd. New Port Richey FL 34652
Tel. (727) 849-7588 - Fax. (727) 848-3648
JD
DRAWN
JMS
CHEct<EO
JD
OUR LADY OF DIVINE PROVIDENCE
702 SOUTH BA YVIEW A VENUE
CLEARWATER. FLORIDA 33759
PHONE. (727) 797-7412 FAX. (727) 726-1631
E.B. No. 7421
90. 8rnss Ell
BYPASS DETAIL
\1
E~:I
~
III "'- M.J, 90. Bend
w
1;=::: ~ rn
M,J. 90. Bend ---------- W
TYPICAL COMPO~D WATER METER SET
NTS
&
* APPROVED DOUBLE -CHECK VALVES
Hersey-Beeco Model No.2.
Al'les 2000 SS
W'ntts Model 709 or 007
Conbro.co 40100
~
It
5/8'
Mln, 4 Required
-,~
RING - HALF PLAN
-
C\I
t-
o
36'
~23'~
21'
Mo.chlned Surfo.
'I / r
/~ ~"
-
,....
,
.
..,.
,
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RING - SECTION
MiniMUM Weight 7' 232 lbs.
9' 278 lbs.
NOTES
1. Where roo.dwo.y bo.se Is 8' or thicker use 9' ring.
o.ll other co.ses 7' ring Is perMissible.
2. Mo.nufo.cturers Model of storM ring o.nd cover to
be o.pproved by City Engineer.
:~
~II
..
Hose Blbb--~
3/4' Go.lvo.nlzeJ
2' Go.lVo.nlze~
4'1l.~~
~\
~
2' Corporo. tl~
~.!
T o.pplng So.ddl-
'il
~
~
~
I-'" \
~
Restro.lned ~
T o.pped Plug
~iii~
:J
TOP CONNECTION
END CONNECTION
TEtJPORARV BLOWOFF AN) SAMl'LE TAP
N.T.S.
SHEET DESCRIPTION.
J
III
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Q.
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~
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...
18- Min.
24" Max.
Connecting Piece w/lntegro.lly lro .
Co.st Mech. Joint Glo.nd on W
one End-D.I, Roto.to.ble Mec"'--....
Joint Glo.nd on Other End, ----- I
Length Vo.rles
Q (See Note 1)
Vo.lve o.nd Hydro.nt Tee
w/D.I. Roto.to.ble Mech. JOI~
Glo.nd on Plo.ln End Bro.nch. ( .!. ) ,
. f$ ·
-
Fire Hydro.nt AsseMbly
(Typ,)
Mech. Joint
Vo.lve
.IIi.
.
-
)I[
-
-;l.
-
NOTES.
1. On Hydro.nts Requiring Runout
Lo.st Two Joints Must Be Restro.lned
Per Deto.ll 403 (2 of 2).
"'- Wo.ter Mo.ln
PLAN
VIE\J
I II
. j t
1 -
i
!
. ~ .
i
Mox. 15' - Min. 4'
Distonce Vories
: / Vd.. B..
Back of Curb
or
~.... of p""""",
v0Y~
~~
:
.1.
v>-Y~~ ! /.:
"'\~"Y/~ ~~~
J
-
Pick HO;7e ~
1-1/4' 117 ~
ooo~
. A II I TAllY
0000000 I
0....110
o 000 0
o 0
SOLID COVER
SOLID COVER SECTION
MiniMUM Weight 128 lbs.
t'-?)
m
"'="
H)'drant Elevation (see plans)
V)\Y /).(~UL'o
, ""5~
c
3E
~5~
I
I
~
.
I
.
I Mech. Joint Volve
. . reqUired ( see plans).
I ~ F==i";2 ~ ONL Y APPROVED
~ !: ~ .,- Kennedy Guardian No. K-81A
iilii "IllI!I! Muller Centurion No. A-423
I '- U.S. Pipe Metropolitan
I Reetrainlng Joint (Typ.)
NOTE.
1, 0 S 8c Y Vnlve Hnndles will be Chnlned nnd Locked,
2, Meter Sets will be Pnlnted After Instnlln tlon,
3, Bypnss Pipe 8c Fittings Shnll be Thrended Brnss,
-
..r-
,C\I
7t-
I 22-3/4' 1--1 0
~~JI
Mo.chlned Surfo.ce
t
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I
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u
i II
l,,! : ~
-,-
I NOTES:
1. Steamer Connection to Face Street.
2. All Flre H)'drants to hove 5 1/4- Valve Seat.
3. Flre H)'drants Shall be Placecl at Street Comers
or in the R.O.W. Adjacent to Side Lot Lines
Whenever Possible.
4. See Sheet 5 for H)'drant Elevation
FIE HYDRANT ASSBII.. Y
NTS
NOTE.
SANITARY SEWER
COVERS ARE NOT TO
SAY 'CLEARWATER' DR
'CITY OF CLEARWATER'
ON THEM. THIS SYSTEM
IS A PRIVATE SYSTEM.
r- See Index No, 301
3' /
Q ~. ..ye... 0' ...Ick
-
~
~ ~
JJ 8' Brick Steel reinforceMent
\ " _II _ 5' I'Iln, wo.ll thickness
F ~ ~fjl 4' Mln I type II o.c1d reslsto.nt
t:-. - ~! I . ceMent 4000 p,s.I,
.. i:. V I\.
~: _ if'i I 2' 1ft Min. I. I ....-- Grout fill opening with
~: ~~ 111/. non-shrink 1'I0rto.r
.~.!':..~ ~
:~':i:.....~....... ,,\
Pc....... Enco......... ~ _ _ ~ 2' -""" In pipe entry
Grout flow Cho.nnel--1 P.v.;~:~:o.:eqUlreS 1'I00nhole
o.do.pter coupling by Flo
Control. Inc.. or o.pproved
wo.ter stop coupling.
Non Skid
Pl1ttern
Required
Approved bo.rrel Joint seo.ls
o.re 'O-Rings' o.nd 'ROoM-Necks',
Two continuous rings o.t o.ll
Joints.
fi
Concentric cone (Flo. t cover
on sho.llow 1'I00nholes 0' to
4' depth)
NOTES
1. Preco.st 1'I00nhole drop 1'I00y be o.pproved by City
Engineer, Shop dro.wlng subl'lltto.l required.
2. Drop required when 2' or over.
3. Mo.nholes sho.ll ho.ve o.n Interior o.nd exterior coo.tlng
of o.t leo.st 15 Mils dry thickness PROLD EP214-351
Epoxl-Mo.stlc or Koppers bltul'lo.stlc blo.ck solution
300M.
7i~~' ~
- --
Concre" Pod .. - p,.
Thick x 1'-6' Sq.
~
.' or B'- liB ...... ),,'1
III"
SANTARV SEWER MAN-IOLE DETAL
NlS
o} [E. @ rf.~[nrS
~[r;:; 5 2003 ~
PLAa\lN/NG & OE\1ELOPMl:NT . vC~
~u CllY OF ClEARWATER oJ
LI 9 5/8' I
W/////0j
I
"ro-..,J
............'J ..
~~j"o'
\t.~\1'1~\"
SU6\"S1.
Plug
(See Note)
II :::~
L~ ~" t .. " P'h"
p) /. "\.,,, '"
, :~ ~" .. .,~"'. C. #~<";<,.
I I- 8' --f' ...~E!Y!\JV.'Q~ny
l- 13 1/2' --~4f"6.~~:?1,'~2'2~"03 '
, , 10' :,,:\"~,_:-'. :
'" "tjJ' .'~i~i425
.~, .>".' '..WJ~.',~
, nl~0 ......,'"
, .'
~ . , "
SANT ARY a.EANOUT PLUG" 'DlETAa.
N.T.5.
!..
I
Sewer Mo.ln -.I
NOTE.
Cleo.nout plug to be
U.S. Foundry 7621
or equo.l.
SANTARY a.EANOUT DETAL
N.T.S.
"A
HOUSE OF PRAYER
PRIV A TE RELIGIOUS RETREA T"
UTILITY DET AILS
i
.JOB NO.
997 -203
EPN
F.8. a PG.
7
SHT.
.&. 12/4/03
REVISED PER CITY OF CLEARWA lER COMMENTS
DATE.
8/29/03 OF
7
NO,
AI!P'O
BY
DATE
REVISIONS
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VICINITY MAP
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Poinl of Be9tnnin9 (Par-cel c)
1/-:;- Ir~._; RoC] (..8 .3"H_~
(I/!" Inn {f"d F""nd 0.47 5 ~
o. 48 E )
!set)
,4. Z
0&.71
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-
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. 0'0/" T;/C :r: ~
CQse./77e."f pe.,- _ _ _ -.
_ 'CO 5.3 ..1 (~)
4.1 - 3 .' lIl'. )
_ - ..' '51.. vJ (~
_ - ctO 3.... ~o
~I# 404"
_1.10" ~~-.
:~ _4.1
~ - ....5/S../ron Rod (F"ovncl)
(~/8-',-on Rqd F"ouna'
'.8 S< I. 5(, E.)
---z. &
---
___ S.9
5.S
~
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~
SANITARY. STORM TABLE
o (San.) 3.77
(5)
(H)
(5)
(E)
(H)
(H)
(W)
(5)
(HE)
(E)
(W)
.....25
9.99
12.16
t>OO ~
~O.~.
424
po~e.
A \ ~
~'"
~
,..
4.7
~
-'
STRUCTURE' TOP ElEV n ~
A (San.) 16.58
12.44
12.42
B (So,.,.) 16.25
C (San.) 6.81
.....10
.....14
2.67
1.82
.....56
-4.58
I (5+("."") 6.28
(E) .....01
(N) .....06
(5) -3.90
(NW) .....01
(N) 2.11
(E) 2.13
(SW) 1.99
(E) 9.06
(5) 4.97
PARCEL 2.
~
()
()
o
CAt
"
~
(It
NOTES:
E ($D",) 3.69
.
. .
Bearings shown hereon, unless denoted otherwise, are bas€~d upon an
asssumed datu~ utllizing the deeded bear1ng of the West line e)f the
Southwest 1/4 of Section 16 as being S.OOo37'03"W.
F (San) 4.80
01
~
~
~
...
....
L .
Elevations shown hereon are based upon National Geodetic Vertlcal
~dt~rn, t92Y IN.G.V.D. I. T~e control benchmark used was "Tidal 3" at
t"'le'Jatlon 2H.J50' per PlneIlas County Engineering Department.
G (Son) 8.11
.
.
f'\
H (5ft".,.,,) 10.36
""'
~
--
);)
....,
T~;F're may be addltlonal restrictions affecting this property, unknown
to the unders~gned Professional Land Surveyor, that may ue found in
the Public Records of Pinellas County, Florida.
&~~
4.
The apparent intent of the descriptions on the deed for the subject
property (and shown hereon) was to describe two contiguous parcels
",j"h the common line being the mean high water line. The two
,lescrlptJons, recorde(J 1n Official Records Book 5631 on page d98 in
tne Publ1C Records of Plnellas County, actually create an overlap of
this J.ntended common line by 36.50 feet at its' westerly end. The
determ~nation of the elevation of the mean highwater line and the
obta1ning of ltS horizontal location has not been performed by this
fIrm.
~~(A
-(fA
0,,0
'"
"
~
.
~
') .
Ac :ess to suhject property is provided by Bayview Avenue, belng a
('ontiguous rIght-of-way (~ontainIng a paved roadway.
-
6 .
A review of Flood Insurance Rate Map Community Panel Nc. 1251 i9 0129 C
~revlsed June 1, 1983) 1ndicates that four (4) flood zones affect
subject property. Par('~d (the soutber-ly parcel) !les E'nti rely
",i thin Flood Zone '19 (el ;;:) '",hl ch 1S an area of ] On-year ('oastal
flooding w1th velOCIty lWdve act~on). Parcell (the northerly parcel)
lIes within tnree ()) tIood zones. The South 36 percent lIes in Zone
A9 (el 10), which is an area of 100 year flooding. The North 42
percent lies In Zone C which is an area of minimal flooding. The
mlddle portion, bejng 22 percent in area. lies in Zone B, whi~h is
between the lOO-year and 500-year flood plains. For purposes herein,
the perr.entages lIsted wele obtained by determing the distances along
tlle east and west propelry lines and making a comparison to the
uvera11 dIstances.
s 8~. 2Z' 51" E
2,.7. 25' (A)
:-
7. Th.~ Clty of Clearwater sewer easement recorded in Official Records
no~k lbll on page 71: doesn't "close" mathematically by ~.27 feet.
8. The City of Clearwater water atlas indicated that there IS an
underground waterline, varying in size between 4 inch & b inch iron
pipes, lying within the ~asterly portion of right-of-way for Bayview
Avenue.
9. The City of Clearwater gas atlas indicates that there is an
underground two (2) inch gas 1 ine 1 ying wi thin the wester'l y port ion of
rIght-of-way for Bayvlew Avenue.
..
DESCRIPTION: (As recorded in Official Records Book 5631, Page 898 1n the
PubllC Records of Pinellas County, Florida) Begin at the Southwest Corner
of :.he Northwest Quarter (NW 1/4) of Section 16, Township 29 :~outh, Range
16 East and run thence South 0037.03" West, 719.4 feet for a Point of
Beglnnlng; thence North 68001.17. Bast, 312.35 feet to the West lIne of the
street forming the Eastern boundary of the tract herein descrlbed: thence
South 21006'48" East 393.55 feet along the Western boundary of said street;
thence South 69039'578 West 165 feet more or less to highwater mark: thence
Northwesterly along the highwater mark to an intersection wlth the West
seCClon line, thence North 0037'038 East 250 feet more or less tu the Point
of Begl.nnl nq.
J.U.
'l'hl.S survey was pEnformed. aftd this drawing prepared. WIthout the
benefit of a title policy.
Together w1th the following described submerged lands 10 uld Tampa Bay:
LEGEND
It ItClR1M
S . SOUTH
E . EAST
. . WEST
\III . REC:OAD
~ :::.. AIICU
II. . ARC
c: .~.
ca . CMDIlD ~
CII . 0.-
.... . ......
lie. . IC'I1ClII
1WP . ,~_..
- ."'..
..--~.-. _ L......
. ..-....
flGIC II __1E.'" ,. -
.~... -. ___1 -. ,."
':~_:~~~;;.'"
A parcel of submerged land in Old Tampa Bay ln Section 16, Tcwnshlp 29
South, Range 16 East, Pinellas County, Florlda, more part:Icularly descrIbed
.) 5 f (I llows : From the Northwest corner of the SW 1/4 of sa 1 Ci Sel~t J on 1 b ,
run South 0037'03" West along the West ll.ne ot sald Sectl.Ofi ..r, a (llstance
of 932.90 feet to the mean high water mark of Old Tampa Bay tur the P.\).B.;
thence continue South 0037'03" West along the extension of the sald West
line of Section 16, a distance of 365.54 feet: thence South ti9022'~1. East
a distance of 267.25 feet; thence North 0037'03" East, a distance of 266.41
feet, more or less, to the mean high water mark of Old Tampa Bay: thence in
a Northwesterly direction along said mean high water mark to the P.O.B.
llestC.y
--Avaitallht.
1>- --
^~res~~re or less
-. i--'
-. .
~ ''?<.,' ;; ~ ' .... -
" .." --'.
ci'c . -<
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., ;if
r . ._"': \~i: .
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~ - 111 ~ ~~ V V ~ I~'" V .." V 1T ~v
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te- - i: i= =~ ~ ~..I II"'" ...... Il,p;;;;
DO DO )\ r- ~
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i '-
~.. m 'f 11111111 rmTi JlJl~~ rrmHlli ' 1717171717 IM~ DO DO '= "11 r ~ ~ ~ lJ11111
I {l( II III~ I (l( Y l( l( l( If ..lH: l{ Y If l( If If If II( I { 111111111 ~ L...=: 11111111 I
'"
- - II
5 ~ L- I
~ \J ~~
a (2.J~
FRONT ELEV A TION
sc.ALE: lie" = 1'-0"
cuerur<J:.O
CCJ~~ 9PA;NJ3H ~
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PRELIMIN,ARY
"8Q~RESS O.,AWltjO QtiU
NOT FOR CONSTRUCTION
~
NORTH
PRELIMINARY EXTERIOR ELEVATIONS
sc.ALE: lie" = "-0"
.
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Scale: 1/811 = )'-011
Drawn: CJ
Job: 02 -113
Sheet: A - 2
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LEGAL DESCRIPTION
PARCEL I
BEGIN AT THE NW CORNER OF TRACT "B" OF MYRON SMITH'S BA YVIEW SUBDIVISION, ACCORDING TO
THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 25, PAGE 57, PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA; THENCE S. 21"16'48" EAST, 99.13 FEET; THENCE NORTH 67"29'05" EAST,
25 FEET FOR A POINT OF BEGINNING, THENCE CONllNUE ON SAME BEARING 75 FEET; THENCE S.
21"06'48" EAST, 101.43 FEET; THENCE SOUTH 6129'05" WEST, 75 FEET; THENCE NORTH
21"06' 48" WEST TO POINT OF BEGINNING.
PARCEL II
THAT PART OF TRACTS "B" AND "C" OF MYRON A. SMITH'S BAYVlEW SUBDIVISION, AS PER PLAT
RECORDED IN PLAT BOOK 25, PAGE 57, PUBLIC RECORDS OF PINElLAS COUNTY, FLORIDA, DESCRIBED
AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF. TRACT "C" AND RUN THENCE SOUTH 21"06'48" EAST, 99.13
FEET TO SOUTH LINE OF LOT SOLD TO NELSON KARG, FOR POINT OF BEGINNING: THENCE NORTH
67"29'05" EAST, 23.5 FEET TO PERMANENT REFERENCE MONUMENT; THENCE SOUTH 21"06'48"
EAST, 101.46 FEET TO PERMANENT REFERENCE MONUMENT; THENCE SOUTH 67'29'05" WEST, 100
FEET; THENCE NORTH 21"06'48" WEST, 101.46 FEET; THENCE NORTH6T29'05" EAST, 76.5
FEET TO POINT OF BEGINNING.
PARCEL III
PARCEL A: BEGIN AT THE NORTHWEST CORNER OF BLOCK C ON COUNTY ROAD OF MYRON A. SMITH'S
BA YVIEW SUBDIVISION AS RECORDED IN PLAT BOOK 25, PAGE 57 OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA AND RUN THENCE SOUTH 21"06'48" EAST, 96.13 FEET FOR POINT OF
BEGINNING, THENCE CONllNUE SOUTH 21"06'48" EAST, 104.6 FEET, THENCE NORTH 68'53'12"
EAST, 90.0 FEET, THENCE NORTH 21"06'48" WEST, 104.6 FEET, THENCE SOUTH 6129'05"
WEST, 90.0 FEET TO P.O.B.
PARCEL B: BEGINNING AT THE NORTHEAST CORNER OF TRACT "C" OF MYRON A. SMITH'S BAYVlEW
SUBDIVISION, ACCORDING TO PLAT BOOK 25, PAGE 57 OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA, RUN SOUTH 21"06'48" EAST, 200.59 FEET, THENCE SOUTH 67"29'05" WEST, 160.93
FEET TO POINT OF BEGINNING, THENCE NORTH 21"06'48" WEST, 104.6 FEET, THENCE SOUTH
67"29'05" WEST, 15.0 FEET TO THE NORTHWEST CORNER OF THE TRACT HEREIN CONVEYED, THENCE
SOUTH 21"06'48" EAST, 104.6 FEET TO THE SOUTHWEST CORNER OF THE TRACT HEREIN CONVEYED,
THENCE NORTH 67"29'05" EAST TO THE POINT OF BEGINNING.
PARCEL C: PART OF TRACT "C" OF MYRON SMITH'S BAYVlEW SUBDIVISION A PLAT THEREOF
APPEARING OF RECORD IN PLAT BOOK 25, PAGE 57, OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA, SAID PART BEING DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SAID TRACT "C", RUN THENCE SOUTH 21'06'48" EAST,
99.13 FEET, THENCE RUN SOUTH 67'29'05" WEST, 76.5 FEET FOR POINT OF BEGINNING; THENCE
RUN SOUTH 67"29'05" WEST, 84.43 FEET; THENCE RUN SOUTH 21"06'48" EAST, 101.46 FEET;
THENCE RUN NORTH 67"29'05" EAST, 84.43 FEET; THENCE RUN NORTH 21"06'48" WEST, 101.46
FEET TO THE POINT OF BEGINNING.
AND LOT 3, BLOCK 7, J.P. MCMULLEN'S SUBDIVISION OF BAYVlEW, ACCORDING TO THE MAP OR PLAT
THEREOF AS RECORDED IN PLAT BOOK 6, PAGE 23, OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA.
PARCEL IV
EASEMENT OF INGRESS AND EGRESS OVER THAT PORllON OF TRACTS "B" AND "C", MYRON A. SMITH'S
BAYvtEW SUBDIVISION, AS RECORDED IN PLAT BOOK 25, PAGE 57, OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE MOST NORTHWESTERLY CORNER OF SAID TRACT "C", RUN THENCE S. 21"06'48" E., ALONG
THE WESTERLY LINE OF SAID TRACT "C", 200.60 FEET FOR THE POINT OF BEGINNING; THENCE N.
67"29'05" E., 365.93 FEET; THENCE S. 21"06'48" E., 62.08 FEET; THENCE S. 68'53'12"
W., 365.82 FEET; THENCE N. 21 "06'48" W., 53.13 FEET TO THE POINT OF BEGINNING.
PARCEL V
THAT PART OF TRACTS BAND C, MYRON A. SMITH BAYVlEW SUBDIVISION AS RECORDED IN PLAT BOOK
25, PAGE 57, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA DESCRIBED AS FOLLOWS:
FROM THE MOST NORTHWESTERLY CORNER OF SAID TRACT "C" RUN S. 21"06'48" E., 253.73 FEET FOR
THE POINT OF BEGINNING; THENCE N. 68"53'12" E., 365.85 FEET; THENCE S. 21"06'48" E., 320.00
FEET TO THE MEAN HIGH WATER LINE OF OLD TAMPA BAY; THENCE SOUTHWESTERLY ALONG THE
MEAN HIGH WATER LINE OF OLD TAMPA BAY; WHOSE CHORD BEARS S. 48"13'46" W., 502.78 FT.;
THENCE N. 21"06'48" W., 120.37 FT.; THENCEN. 68'53'12" E., 100.0 FEET; THENCE N. 21"06'48" W.,
377.0 FT.; THENCE N. 68'53'12" E., 4.61 FT. TO THE POINT OF BEGINNING.
PARCEL VI
THAT PART OF TRACT "C", MYRON A. SMITH'S BAY VIEW SUBDIVISION, AS RECORDED IN PLAT BOOK
25, PAGE 57 OF THE PUBLIC RECORDS OF PINElLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE NORTHWESTERLY CORNER OF SAID TRACT "C", RUN THENCE S. 21 DEGREES 06' 48" E,
253.59 FT.; THENCE S. 68 DEGREES 53' 12" W, 4.61 FT. FOR THE POINT OF BEGINNING; THENCE
CONllNUE S 68 DEGREES 53' 12" W, 100 FT.; THENCE S 21 DEGREES 06' 48" E, 102.14 FT.;
THENCE N 68 DEGREES 53' 12" E, 100.0 FT.; THENCE N 21 DEGREES 06' 48" W, 102.14 FT. TO
THE POINT Of BEGINNING.
PARCEL VII
THAT PART OF TRACT "C", MYRON A. SMITH'S .BAY VIEW SUBDIVISION, AS RECORDED IN PLAT BOOK
25, PAGE 57, OF THE PUBLIC RECORDS OF PINElLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
FROM THE NORTHWESTERLY CORNER OF SAID TRACT "C", RUN SOUTH 21 DEG. 06'48" EAST, 253.73
FEET, THENCE SOUTH 68 DEG. 53'12" WEST 104.61 FEET; THENCE SOUTH 21 DEG. 06'48" EAST
177.0 FEET FOR THE POINT OF BEGINNING; THENCE CONllNUE SOUTH 21 DEG. 06'48" EAST, 100
FEET, THENCE NORTH 68 DEG. 53'12" EAST, 100 FEET, THENCE NORTH 21 DEG. 06'48" WEST, 100
FEET; THENCE SOUTH 68 DEG. 53'12" WEST, 100 FEET TO THE POINT OF BEGINNING.
PARCEL VIII
PART OF TRACT "C", MYRON A. SMITH'S BAYVlEW SUBDIVISION, AS RECORDED IN PLAT BOOK 25,
PAGE 57, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA MORE PARllCULARLY DESCRIBED AS
FOLLOWS:
FROM THE MOST NORTHWESTERLY CORNER OF SAID TRACT "C", RUN S 21 DEG. 06'48" E., 253.73
FEET; THENCE S 68 DEG. 53'12" W., 104.61 FEET; THENCE S 21 DEG. 06'48" E., 277.0 FEET FOR
THE POINT OF BEGINNING, THENCE CONllNUE S. 21 DEG. 06'48" E., 100.00 FEET; THENCE N. 68
DEG. 53'12" E., 100.00 FEET; THENCE N. 21 DEG. 06'48" W., 100.00; THENCE S. 68 DEG.
53'12"W., 100.00 FEET TO THE POINT OF BEGINNING.
PRIV ATE
PRAYER
RETREAT
"
HOUSE OF
RELIGIOUS
CLEARWATER, FLORIDA
CONSTRUCTION PLANS
SITE PLAN APPROVED
CASE # .Fl.,S~'S -C6o\'
CASE TYPE _Rs;
DRC DATE \'2.....q Od.
CDB DATE --
SIGNATURE ~
DATE~ ~~3
SECTION 16, TOWNSHIP 29 S, RANGE 16 E
PINELLAS COUNTY,
FLORIDA
DRAWING INDEX
SHEET
TITLE
LOCATION MAP
VICINITY MAP
1
2
2A
3
4
COVER SHEET
DEMOLmON AND EROSION CONTROL PLAN
TREE PRESERVATION PLAN
HORIZONTAL CONTROL PLAN
PAVING, GRADING AND DRAINAGE PLAN
UTILITY PLAN
PAVING, GRADING AND DRAINAGE DETAILS
UTILITY DETAILS
t:J
lJ
'-t
X:-
~
SITE DATA
5
6
7
~.
~
~
OLD TAMPA BAY
PROJECT
LOCAllON
.... ....
It
~
~ I
:3 I !
l.:J
I Ii
EXISllNG
PRQPOSED
REOUIRED
LAND USE DESlGNA 1l0N: INSllWllONAL INSllWllONAL INSllWllONAL
ZONING: INSllWllONAL INSllWllONAL INSllWllONAL
PARCEL 10: 16/29/16/53892/000/007/0030; 16/29/16/83106/000/0203, 0205, 0304, 0305, 0306, 0307, 0308, 0309, 0310
TOTAL LOT AREA: 6.21 AC (270,508 SF) 6.21 AC (270,508 SF) 20,000 SF (MIN)
0.65 FAR (MAX)
24,624 SF (0.091 FAR)
RELIGIOUS RETREAT
0.260
30 FT
15,431 SF (0.057 FAR)
OPEN SPACE / RESIDENllAL
0.088
30 FT
FLOOR AREA RAllO
PRESENT USE
IMPERVIOUS SURFACE RAllO
BUILDING HEIGHT:
0.85 (MAX)
50 FT (MAX)
TABLE
IMPERVIOUS SURFACE (SF):
BUILDING (SF):
VEHICULAR USE AREA (SF):
SIDEWALK (SF):
23,872 SF
15,431 SF
7,254 SF
1,187 SF
70,441 SF
24,624 SF
23,926 SF
21,891 SF
OPEN SPACE (SF):
246,636 SF
200,067 SF
CONSTRUCTION SHALL CONFORM TO THE CITY OF CLEARWATER
ST ANDARD INDEXES AND SITE DEVELOPMENT REGULATIONS OF THE
LAND DEVELOPMENT CODE.
BLDG.
25 FT
32 FT
23 FT
46FT
MISC. IMP.
N/A
48 FT
19 FT
20 FT
BLDG.
25 FT
26 FT
23 FT
20 FT
MISC. IMP.
19 FT (TO PARKING)
10 FT
10 FT
15 FT
25 FT (MIN)
10FT (MIN)
10 FT (MIN)
20 FT (MIN)
SETBACKS:
FRONT (SW):
SIDE (NW):
SIDE (SE):
REAR (NE):
OUR LADY OF DIVINE PROVIDENCE
702 SOUTH BA YVIEW A VENUE
CLEARW A TER, FLORIDA 33759
PHONE: (727) 797-7412 FAX: (727) 726-1631
PARKING:
o
82 REGULAR ONSITE
45 REGULAR OFFSITE (EXISllNG)
127 TOTAL REGULAR
4 HANDICAP ONSITE
3 HANDICAP OFFSITE (EXISllNG)
7 TOTAL HANDICAP
1 SPACE / 2 SEATS
250 PROPOSED SEATS
= 125 SPACES
FOR 125 REQ. SPACES,
NEED 5 HANDICAP
SPACES
PROJECT LIES WITHIN FLOOD ZONES X AND AE AS DELINEATED IN FEMA FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NUMBER 125096 0018 0 REVISED AUGUST 19, 1991.
COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DETERMINED BY THE COMMUNITY DEVELOPMENT COORDINATOR BASED
ON THE SPECIFIC USE AND/OR ITE MANUAL STANDARDS.
NOTE:
THE SITE DATA TABLE INFORMATION IS BASED ON THE 6.21-ACRE PROJECT AREA LOCATED ON THE EAST SIDE OF
BA YVIEW AVENUE.
------,
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FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
6321 Grand Blvd. New Port Richey FL, 34652
Tel: (727) 849-7588 - Fax: (727) 848-3648
WARNING
CONTRACTOR TO CALL .SUNSHINE STATE ONE CALL.
1-800-432-4"0 48 HOURS PRIOR TO ANYa.EARlNG
" OR CONSlRUCllON FOR EXlSllNG UllUTY LOCAllONS
DATE: 8/29/03
JOB No. 997-203
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I FENCE TO REMAIN " 0.== 0 ~ " " ..?--.,.A" I" ~." __ : ~ .' .:/ 35' 17" 20"
I ~ TO'SE REMOVED " '. ..-" (..' .)( $ 12" @
I fe~;-on ~l _ __! (SEE 'D~ounON NOTES)" '\, : t \ ~ Y. "17" $.y ~
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I ~ ~ 5":'.' ~ (SEE DEMounON NOTES) \ ' \ I "7 ; ~ ~' ..-- "" DRIVEWAY" ".
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I 'I j \ \ I \ ~ r:( I / 21"20" /
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0> 8. I \ ~ \ \ I \... (./ . \ '\, '\,
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I EXISnNG WOOD FENCE~'~ ~ \ I i/i~ \ j \ I
I TO REMAIN C 0 \ ~ a"17" \ I \ I \ I \ I
!II.- ......./ "--': :: ~ \ I 1 \ 10"
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slab 0.1' of~~ - ~.;?:- I \" J 24" 11'24" \
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- I 38" I t:), wood ~toirS'7) )( wood stOIrS \ wood dec \
I '0 0 ~ / @ I . .... I 40"@ \ 721 6.9& \ \
I to to ~ I J} I I t:;. 7.4g \7. , ~,~~ \
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! CONlRA~;RE::~G~~~D=J'~l ~8 ~\ I II / :;.;t:/Y'~ / .' 31.7 EXISTING #717 EXISTING #719 ~"'$ >/-TOREMAIN
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I : : PROPOSfI) WArol WJN. ~ :i~ J; ". ~Ii Ii ...;,f I ";~ r~0'" 1<1:::'" , I,;'.:" \ 24'~" """\ .... /": ///
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1 crn OF CLEARWA 1ER REQUIREMENTS. G.! I 10" / / \ ! ,.." J
I. J~ COfIlRACTOR SHALL COORDINATE REMOVAL / . -- -. . . · (l!>)p.:..~ -- "~'5~ _.-
OF ~AVEMENT WITH CONSlRUCn~ OF ,~~.~,;,~;;~" .!. -,- __ ..-
I PRCPOSED WATER MAIN. It' ~~. , ..... I · AJO' p. Yl!.II2I'. -- ---:. 18"- -- ,~: H - ' \!i~ . 1 . ':~"'. --: 15AJl nt4::l.:'.I.l\\l' .: 4 .-~PP 7,.'" ---:19" .....-,.w-- _. /
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.i 0 " - ~/ - - - :11 - - - I;~ ~r;L Nl~O~~ 'b~ j'~ -r INIST~ ~ (ND ~ ~INTAIN 1J 1.l1Il \M~ '\ JU 5.57 ii 4.113 ./ --- .. tlL / \. :tl! U3rnO, -'- ~ ~r.-. -- _..:..l-' .~__. .-G .. c-- G:..i. -.
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~ - - - - . \':';-"R~ AND REPLACE 160 LF OF - \ \ SAWCUT AND REIIO'IE PORl1ON OF EXISTING ~ ~lS. / "- ~SWST~'kM~~;r~ 8' -.
:; / '-- EXISnNG CURB. CONlRACTOR SHALL '-- CONlRACTOR SHALL COORDINATE REMOVAL OF CURl
~ COORDINATE WITH CONSlRUCnON OF WllH CONSlRUCnON OF PR I
i - PROPOSfI) WATERMO L J lAWCUT AND RfMO\/E EXlSllNG ROADWAY
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6"X6" WOOD POSTS WITH 1"
STEEL CABLE \
TO REMAIN \
6" \
@ \
16"10" \,
@ fence \ 7 off., 30"
.... .. \. t
EXlSnNG CHAIN UNK
FENCE TO BE REMOVED
,--INSTALL AND MAINTAIN
, 815 LF STAKED SILT FENCE
0'.3
20'';::'(
'$>
17"12'16"
@
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- TO BE REMOVED
~
10"
$ 14"32"
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fence end ---
0.5' 01. ....\:
15"
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1~ @15" ' ~ 12" , \ \ 75 cone wall 0.
\. ,14"13" 11" ~ @ \ \ ~::.---
pOSSible wTft'C @ 19" ~ \ \ ~/~/
gFeec1~c box @ 17" _. ,/ --......." _ __ \ \ l~o INSTALL AND MAINTAIN 80 LF
-- B\ - ------.- ~ (--2if- ...-::::-~" , 1~17" . 0...........\ /STAKED TURBIDITY BARRIER
16~ \ \ @ \ ~ \ .
18" \ ,~. / \,i(' ~.99 0
1~ 8" '-, ',- ~ , \ 12" ; 't ~ \,
'-.. '--" _ , \ @ " ~/ -back 0\ cone
24 -.- __ ___ '~5" II i~ coverecf.rock
@ --~ --6 \ @@ '\
COVERE.Q WALK AND CONCRETE SEAWALL "22' ~ sea t
....... " \ @ iilt#O
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\ 15" \, 20" ,~
\ $ 30"~ \@ ,~
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':. ,,:,/. .:' .: :(:... . . - :.' .: > 28\\ 16" \. - 1) REMAIN
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-PROPOSED SILT FENCE
21"@
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68
1. ALL EXlSnNG PAVEMENT, POLES. BUILDINGS AND FENCING
SHALL BE DEMOUSHED AS DEUNEA TED AND REMOVED FROM THE
SITE IN ACCORDANCE WITH ACCEPTED CONSlRUCnON
PRACnCE.
2. ALL DEMOUnON AND WRECKAGE FROM PROJECT SITE SHALL BE
DISPOSED OF AT AN APPROPRIATE DISPOSAL SITE.
3. THE LOCA nONS OF EXlSnNG ununES ARE APPROXIMATE
AS SHOWN AND IT IS THE CONlRACTOR'S RESPONSlBIUTY
TO DETERMINE THE EXACT LOCA nONS OF THE ununES PRIOR
TO CONSlRUCnON IN THEIR VICINITY. THE CONlRACTOR
SHALL NOnFY ALL unuTY COMPANIES IN THE AREA BEFORE
BEGINNING CONSlRUCnON.
4. REQUIRED EROSION CONlROL MEASURES MUST REMAIN INTACT
THROUGHOUT CONSlRUcnON. FAIWRE TO INSTALL OR
PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN
ENFORCEMENT AcnON.
5. THE CONlRACTOR SHALL CHECK ALL EROSION AND SlLTAnON
CONlROL DEVICES AFTER EACH RAINFALL AND REPAIR OR
REPLACE THEM AS REQUIRED.
20"29"
@
29"
@
._ cone covered rock
-0-0-0-
-PROPOSED STAKED TURBIDITY BARRIER
24"
@
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@ 12"8"
9" @"
@ 13" 18
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17"
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end of wall
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6. WATER DISlRlBUnON SERVICE AND SANITARY SEWER SERVICE
AND ALL OTHER UnUTY SERVICES MUST BE MAINTAINED TO
ADJACENT PARCELS THROUGHOUT THE DURAnON OF
THIS PROJECT.
7. ALL SANITARY SEWER, WATER, AND STORM SEWER SYSTEMS
IN THE RIGHT-OF-WAY SHALL REMAIN UNDISTURBED, UNLESS
OTHERWISE NOTED.
8. IT IS THE CONlRACTOR'S RESPONSlBlUTY TO SEE THAT THE
EXISnNG SEAWALL REMAINS UNDISTURBED, EXCEPT WHERE
OTHERWISE NOTED.
9. CONlRACTOR SHALL INSTALL ADDlnONAL EROSION CONlROL FOR
CONSlRUCnON OF 6' HIGH WALL ALONG NORTH AND EAST
PROPERTY UNES AS REQUIRED. SPECIAL CARE SHALL BE
EXERCISED ALONG THE EAST PROPERTY UNE PARnCULARLY AT
SOUTH END ADJACENT TO OLD TAMPA BAY.
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24"
@
17"
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20U
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OLD TAMPA BAY
(TAMPA SAY)
18"20"
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10. ABSOLUTa Y NO DEMOUnON MATERIAL SHALL BE PLACED IN OLD
TAMPA BAY. CONlRACTOR SHALL BE HELD RESPONSIBlE FOR
FlNES ARISING FROM ILLEGAL DUMPING OR FlLLlNG IN THE BAY
ADJACENT TO THIS SITE.
11. CONTRACTOR SHALL COORDINATE THE REMOVAL OF THE EXlSnNG
ON SITE GAS MAIN WITH CLEARWATER GAS.
i
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REMOVE PORnON
OF SHELL DRIVEWAY
cone covered rock
12. CONlRACTOR SHALL COORDINATE THE REMOVAL OF THE OVERHEAD
ELEClRlCAL UNES IN VACATED PENMAR DRIVE RIGHT OF WAY WITH
PROGRESS ENERGY. unuZA nON OF EXISnNG POWER MAY
REQUIRE STAGED REMOVAL
13. ADDlnONAL EROSION CONlROl. INFORMA nON MAY BE FOUND ON
THE PAVING, GRADING AND DRAINAGE PLAN.
14. THE SILT FENCE SHALL BE INSTALLED PRIOR TO ANY ONSITE
ACnVlTY.
51
15. THE STAKED TURBIDITY BARRIER SHALL BE INSTALLED PRIOR TO
THE REMOVAL OF THE PORn ON OF THE SEA WALL
20
16. THE SILT FENCE AND STAKED TURBIDITY BARRIER SHALL REMAIN
IN PLACE THROUGHOUT THE DURA nON OF UPLAND CONSlRUcnON.
17"
$
CONlRACTOR TO PLACE HA YBALES OR
OTHER APPROVED DEVICES TO PREVEN?
SILT OR SAND GETllNG IN ~G INlET
9" 12" 9" '0" $
@ @...(~ '@.---"I--'"
1\
D If [~ (~ 0 \'1 ~ \nil
lill DEe 1 5 'lD\l3 till
PLANN~.~9~VElOPMtNTSV~
C'lY Of CLEARWATER
...
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15"
$
....
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TO REMAIN,
3::
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26"
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&.
EXISnNG 6' CHAIN UNK FENCE TO
REMAIN IN PLACE THROUGHOUT THE
DURA nON OF CONSlRUCnON TO DETER
TRESPASSING. ONCE CONSlRUCnON IS
COMPLETE, THE FENCE WILL BE
REMOVED.
15"
\. ,. d;:~ I.. . ""
"
J,eri~:~.OQmw. . ,
" to ~ \. \~.~ t.."' r ~
I~DEC:J,'~200,~' ".
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WARNING
CONTRACTOR TO CALL .SUNSHlNE STAlE ONE CALL.
1-800-432-4nO 48 HOURS PRIOR TO ANY a..EARING
OR CONSTRUCllON FOR EXlSllNG UllUTY LOCAllONS
---
---
DESIGNED
THE SIGNATURE OF THE QUAIJTY
CONTROL OFFICER IN THIS SPACE
INDICATES THAT ALL REQUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
PREPARED FOR.
SHEET DESCRIPTION.
.lOB NO.
997-203
HOUSE OF PRAYER
"A PRIV A TE RELIGIOUS RETREA T"
DEMOLITION AND EROSION CONTROL PLAN
OUR LADY OF DIVINE PROVIDENCE
702 SOUTH BA YVIEW AVENUE
CLEARWATER. FLORIDA 33759
PHONE. (727) 797-7412 FAX. (727) 726-1631
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
JD
EPN
11
DRAWN
2
F.B. . N.
JMS
CHECKED
SHY.
.
6321 Grand Blvd. New Port Richey FL 34652
Tel: (727) 849-7588 - Fax. (727) 848-3648
& 12/4/03
REVISED PER CITY OF CLEARWATER COMMENTS
JD
DATE,
7
8/29/03 OF
E.B. No. 7421
APP'O
BY
NO.
DATE
REVISIONS
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DRAWN
MKC
CHECKED
JWD
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WARNING
CONTRACTOR TO CALL .SUNSHINE STAlE ONE CALL.
1-800-432-4770 48 HOURS PRIOR TO ANY a.EARlNG
OR CONSTRUCllON FOR EXlS11NG UllUTY LOCAllONS
JHB
TltE SIGNATURE OF TltE QUAIJTY
CONTROL OFFICER IN T1tIS SPACE
INDICATES THAT ALL REQUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
------,
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12.1
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--
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
6321 Grand Blvd. New Port Richey FL 34652
Tel, (727) 849-7588 - Fox, (727) 848-3648
E.B. No. 7421
6"
TID
PREPARED FOR,
let'
<$0 14'32'
13"
t..,
17"12'16'
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OUR LADY OF DIVINE PROVIDENCE
702 SOUTH BA YVIEW AVENUE
CLEARWATER, FLORIDA 33759
PHONE, (727) 797-7412 FAX, (727) 726-1631
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OLD TAMPA BAY
(TAMP A SAY)
011
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SHEET DESCRIPTION,
HOUSE OR PRAYER
"A PRIV A TE RELIGIOUS RETREA T"
TREE PRESERV A TION PLAN
<-
o 20 40 80
~ I I
.I.EGaQ
- Proposed Water Une & Valve
- Proposed Storm Structure & Pipe
- Proposed Sanitary Sewer & ServIces
~ - Proposed Sanitary Manhole Numb..
. - Proposed Fire Hydrant
~ - Proposed Gate Valve
-
- - Tree Protection Barricade (Typ)
. .
- Root Pruning (T)'p)
. .
- - - - - - - - - - - - - Tree Limb Pruning p.. ANSI 300 (T)'P)
f'&.Aa~NI & OEVELOPMf.NT C~C~
CITY OF CLEARWATER
~,.' :;\ \ ('" "i
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sua~\"",,"'L
11/24/03 CREATED DRAWING
NO.
DATE
REVISIONS
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EPN
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DATE.
":'0 8/29/03 OF
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NOTE:
WALKWA Y CONFIGURATION CAN BE FIELD
ADJUSTED AS NEEDED. CONTRACTOR
SHALL OBTAIN APPROVAL PRIOR TO
MAKING ADJUSTMENT. WALKWAY SHALL
BE CONSTRUCTED A MINIMUM OF TEN
FEET (10.) FROM FACE OF SEAWALL.
139.7'
(~ \---2
10"
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SPACE (TYP) ~ r \ .It...,,,., r-...... ~ . 1~
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)
WARNING
CONTRACTOR TO CALL .SUNSHINE STAlE ONE CALL.
1-800-432-4770 48 HOURS PRIOR TO ANYa.EARlNG
OR CONSlRUClION FOR EXISTING UlIUTY LOCAlIONS
JHB
THE SIGNATURE OF THE OUAUTY
CONTROL OFFICER IN THIS SPACE
INDICATES THAT ALL REOUIRED
PERMITS HAYE BEEN OBTAINED
AND THAT CONSTRUCTION 18
AUTHORIZED TO COMMENCE.
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(TYP)
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OLD TAMPA BAY
(TA~Y1P.A BAY)
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5' WALKWAY (TYP)
WHEEL STOP (TYP)
T---
15'
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g' 12" 9' 10' ~
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GRASS PARKING .. .. .. .. ... ..
SPACE (TYP) --............~ f<-.. " .. .. ., .. ..
'00 ~ ~:> \j~ ....
24- WHIlE ~ ~ ~ ~
TIiERMOPLASTlC STRIP ~ ~ ~.. .. --:..: ~~ ~:.. w
be · .. '" ... ...
~ ~. 'or.. .. ... 151/
.. .,
SIGHT TRIANGLE ) II ~ .-rr ^ ~ 14'
-, ~I ~I ~~I ~
.&. (TYP.) .... / I' A 1.' I ~:~. ~~ ~ V ~_ N.211,'5Z"W- (F) 10Z.14'
.. - 29$ N.2''06~W, DJ 1U:'>..1') / 7', "- '- ~lll" \ \ 1O~/
/ \ N.21'1y"5Z"W. .... F) 105.13' ./
PEDES1RIAN rROSSWALJ<L ~ '" '" ~~~~"IworTO BAYVIEW AVENUE
STRIPING _ bI '" '" &. MATCH MASlER LANDSC~PE PLAN
~../"':: '\.. "---~ /""1 ( ) r
~ ~/ ~ - '-~;;~ ..
IlL ~ ~ '" ~
II I ---- PROPOSED 5' CONCRElE SIIlBYALJ< (T'/P0~
/ ~ j ~~ lMillE THERIIOPlAsnc SlRIP
/ ~ ..' -STOP SIGN (R1-1)
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- --r\l' -...----...---.---- __ _______________.__ _ .._ __.____..__ _.
--~ '~ - ....-.--~----~-- - -
-_._"---~--::::=-..:=.=:::-_--:::===-..::::::::::=-.....=.:::::=::-~:::==:;=-
l
CONCRElE MASONRY WALL CONSlRUCl1ON
NOTES:
1,) WALLS
0.) New construction: moxfmum 6'-0' h" and constructed of
concrete block (8-x8-x18j. Materials used Ihould be consist.,t
with thoee used In the construction of and architectural style of
the prlnclpol buRdlng. (SectIon 3-802 Mat<<lols)
Material.. construction and quantity control of masonry sholl be In accordance
with Uniform BuRdlng Code (UBC), Chapt.. 24. General conditions and
construction requlrem.,ts sholl be applied os epeclfled In UBC.. Section 2404 (1),
during grouted masonry work.
1. All reinforcing steel sholl be deformed bora conforming to ASlM A-815,
Grode 60. Vertical retntorc.n.,t Iholl be p10ced In the cent.. of the
masonry cell, and sholl be held In position at the top and bottom.
2. If 0 slob dowel does not line-up with 0 vertical core, It sholl not be sloped
more than one horlzontol In six verticals (1:8).
3. Horizontal wall relntorc.n.,t sholl be standard tru.. t~e DUR-Q-WALL (or
equlwl.,t) at 18. o.c..
4. Hollow Load-bearing Concrete Masonry Units sholl be normol weight
conforming to ASlM C-90, with 0 minimum comp.....lve strength of 1,900
PSI.
5. Mortar sholl be t~e M or So In occordonce with AS1M C-270. Place 011
masonry In running bond with 3/8- mortar joints. Provide complete coverage
face shell mortar bedding, horizontal and vertical.
6. Coorss grout sholl conform to ASlM C-478, with 0 maximum aggregate size
of 3/8-, 8- to 10- slump, and a minimum compressive strentth of 2.500 PSI at
28 days.
7. Minimum 3- X 3- dean-out holes (eaw-cut) ore required at the bottom course
of 011 cells to verify grout plocem.,t. aean-outs lIhall be _led oft..
masonry Inepectlon-provlded In accordance with Aa 531-4.8, and before
grouting.
8. Prior to grouting, the grout IlpOce 1Ih0l1 be dean, with no mortar projections
great.. the )6-, mortar droppings or oth.. foreign mat"'al. All cells lIhall be In
vertlcoJ oIlgnm.,t, and 1Ih0l1 solidly be fRied with cocne grout os &psclfled.
9. During placing, grout 1Ih0l1 be consolidated with flexible cable vibrator. FIrat
grout pour sholl be stopped a minimum of 1 - 1/2- below the top of the
middle bond beam masonry,
SIDEWALK RAMP (TYP)
SEE PAVING, GRADING AND
DRAINAGE DETAILS
~&
Ii
----_.
JJIIII]
b.) Existing: maximum 8'-(/ high rep!ocem.,t materials can be
mode of the same materials os long as they are mode of
approved opaque mat...oI.
II
2.) F00l1NGS
8-x18- concrete w/2- 15 continuous rebar Imbedded.
lJID
3.) CONCRElE SLAB
Monolithic, min. 8- thlckn... w/lmbedded 8-xS- / 10x10 welded
wire fabric (W.W.F.), 3000 P.S.I. with fib.- mellh reinforcing.
-
4.) CONCRElE FILLED CELLS
WIth 1-15 vertical rebor tJed to foot.. steel at each com.. and
ewry 4' O.c.
5,) GATES
Constructed of min. 1-1/2- dJomet.. galvanized tubular steel
w/prlvacy-t~e slats In..-ted In galvanized steel mellh fabric,
hinge-mounted on mln, 'S" dlomet.. galvanized steel post.
(Gotes and post constructed and Installed p.. applJcable buDding
code by licensed fence contractor).
6.) DROP PIN
1/2- dJo. 18- long metal rod gote latch. ProvIde 3/4- dla. hole
8- Into concrete for rods. In aephalt proYlde 0 3/4- P.V,C.
sleeve, 8- lang, or equal.
t:JrtSl"t.
'lVG
#;>0<
NOTE:
THE SERVICES PROVIDED AT #702
BA YVIEW A VENUE WILL BE RELOCATED TO
THE PROPOSED BUILDING UPON
CONSTRUCTlO~COMPLETlON.
7.) SOL
SoH bearing capacity to be at least 2.500 P.S.F.
PREPARED FOR,
SHEET DESCRIPTION,
PROPOSED ROADWAY EASEMENT
4'-8-
10' -S'
6' dlo.. Steel
bollo.rds
cone. Filled <typ\,. . j
,~
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00
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Min.
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PLAN
~
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
6321 Grand Blvd, New Port Richey FL 34652
Tel, (727) 849-7588 - Fax, (727) 848-3648
OUR LADY OF DIVINE PROVIDENCE
702 SOUTH BA YVIEW A VENUE
CLEARWATER, FLORIDA 33759
PHONEJ (727) 797-7412 FAXJ (727) 726-1631
HOUSE OF PRAYER
IIA PRIV A TE RELIGIOUS RETREA TII
HORIZONT AL CONTROL PLAN
E.B. No. 7421
NO.
DATE
<-
o 20
~
40
I
80
I
.I.EWiC.
...
- Boundary
...
. . . . . . . . . . . . . . .
- SOt Fence
-0-0-0-0-0-
swing go. te
<typ.)
'- drop pin
hole <typ.)
- Staked Turbidity Barrier
- Proposed Pond Grade Break
- Pond Top of Bank
= Pond Normal Water Level (NWL)
~J
Pt.Ar4NI & DEVElOPMtNT SV~
CITY OF CLEARWATER
Tie becl'l with
2-15 rebo.r
continuous
12'
cleo.ro.nce I'lln.
6'
drop
pin
<typ,)
Gr
o.de
3000 p.s,l. concrete slo.b
with flbetf'le!iSh reinforcing
- I'lonollthlc \ ,iNn I 6f, " .
thlck~s~)' ~:'X6'I' 10x10
".",.r;'~i ....'-....." \ \"\ ' . . . .
.,t ,,' ';,-" .. ~ . ,J''', ~' . ... ~
"'- ' .. - \ '-'.'~ .
'~~e~VJ\ Oenny
... ,'~~' .' ,~ "~' '~f "l'~.::> \.~.' .
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.: .-. .... -,L,.~" f.__:"..........."
--- ..J~.:p;.;~4~..'
".' " . ........u.i;. . ~.;
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", ('
S'x 16' concrete
footing
wI 2- IS rebo.r (typ.)
_'),..f"""\~
~""""'.., . '''''w' ·
At,r~~~ ,I
ELEVATION
~
~f;..L
Sua~!" ,
.tOIl NO. .". II tl ,
997-203
EPN
F.B. a N.
SNT.
REVISED PER CITY OF CLEARWATER COMMENTS
REYI8ION8
DATE,
~~ 8/29/03 OF
7
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PROJECT NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MORE
STRINGENT TECHNICAL SPEOFICATIONS AS FOUND IN THE STANDARD SPECIFlCATIONS OF
THE CITY OF CLEARWATER OR THE CONTRACT DOCUMENTS AS PREPARED BY FLORIDA
DESIGN CONSULTANTS, INC. SPECIFlCALLY FOR THIS PROJECT.
2. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER.
3. THE LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS AND
IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF THE
UllLlllES PRIOR TO CONSTRUC1l0N IN THEIR VICINITY.
4. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND
TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE DRAINS, AND WATER BODIES
THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR OTHER APPROPRIATE
MEASURES TO MI1lGATE ADVERSE IMPACTS TO EXISllNG SURFACE WATER QUALITY.
5. THE CONTRACTOR SHALL CONTROL ALL FUGI1lVE DUST ORIGINATING ON THE PROJECT
BY WATERING OR OTHER METHODS AS REQUIRED.
6. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS.
7. ARCHITECTURAL INFORMATION PROVIDED BY RESCH ARCHITECTS.
8. BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED BY THE CITY.
9. TRASH REMOVAL SHALL BE PROVIDED BY THE EXISTING DUMPSTER LOCATED AT 702
BAYVlEW AVENUE, OPERATED BY VOLUNTEER STAFF.
10. SITE LANDSCAPING SHALL BE IN ACCORDANCE WITH SECTION 42.27 OF THE CITY OF
CLEARWATER LAND DEVELOPMENT CODE. SEE LANDSCAPE ARCHITECTURE PLANS.
11. THE PROPERTY IS LOCATED IN FLOOD ZONES X, VE (ELEV.= 10 FEET), AND AE (ELEV.= 10 FEET)
ACCORDING TO THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 125096 0018 0
REVISED AUGUST 19, 1991 AS PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY
FOR THE NATIONAL FLOOD INSURANCE PROGRAM.
12. SITE LIGHTING SHALL BE PROVIDED IN COMPLIANCE WITH CITY OF CLEARWATER CODE
REQUIREMENTS. ALL SITE LIGHTING TO BE DIRECTED AWAY FROM RESIDENTIAL AREAS
AND PUBLIC RIGHT-OF-WAYS. LIGHTING TO BE COACHLlGHTS ON BUILDING AND
12' HIGH POLE MOUNTED DOWN LIGHTS.
13. IRRIGATION PLANS SHALL BE SUBMITTED WITH BUILDING CONSTRUCTION PLANS.
14. TREE REMOVAL PERMIT APPLICATION SHALL BE SUBMITTED AT TIME OF CONSTRUCTION PLAN
SUBMITTAL
CONSTRUCT 210 LF OF 6-
BERM TO ROUTE SURFACE
U FLOW TOWARD POND
ELEVATED POUSTINA AND
WAU<WA Y. HANDICAP ACCESSIBLE
(SEE ARCHITECTURAL PLANS)
4.8 \
4.3
PROPOSED 6' HIGH
MASONRY WALL
DESIGN BY OTHERS
20' REAR
BUILDING -
SETBACK LINE
ClEANOUT
IE-3.00
ClEANOUT
IE-5.5O
7.0
II
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13"
t...
11'12'16'"
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, 150 LF 6-
~ rpVC PIPE
16'10"
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40'
" :J
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~~.'Ifl' 15"8' 12"-
~ \'"""""""': ..I ~ .~ :"' 21~.1l' 4.5 w4> 14,(1) ~"8"(I)U _ _
l' ",\\~ ~ ~1444 ~ " . -.. "... - - - - ...2L- - (2) -
8.1 .'. ""..r - ~ ~. - 4.3 20'151' 156 LF 6- 7--10 LF 4 PVC
SETBA1J>~ ~~~ ~ I "'>~ ~~ ~ "\ / f ~ W' 4{' (I r PVC PIPE ClEA. 0 EXlSTG GRADE
152LFp~~~t~~~~:~'" ~....~./ '~: < ~~, "'~ ";;~~: ,~ ~;E~_~~JT~, ?~~,.
(SEE DETAIL SHEET 6) . ~ \ ; ".'.. ' V, HANIiRAA. ~' """ 14' ,/ ~.
... l1DA... r~E: It '" ...7 ~ ~ 2"'" 8.716" e.9
i'r-.....l -cl (~ A CH PLAM) ~ 4.6 r- ~ ' 'rT
4'5"~ Y' i \ t " I','" 1.1 1.1. ~ 5.9 ~' \"'-40 t >-" I V,~ ""l~~ ~'l
PROPoSED 6' HIGH ~" ~ , , ~ 20 LF fi' Pvc G t '."......., ~ " '~ ..
o~~~R6~~ \ ,.,. ~ .nM FFE_l0,3J1\ ElCIsnNGGR~ l/ _ Ii j ~ __ '41, l. !r.~::.f;;r _ 4i _." "'~
, 17'; 17'
18'20"
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p~g"~s;g/~ I~:,..{ , ~" '~:d~. _ '. \N\ ,'. "''!''..., - C Iy, :~. / ,../ / \' ~:_ ~>;:. .~f/' I $ I ~\l
~ ,... . ~~ 1.72'l ., I '. rOt..:IS MI~ -.. . ~.." II I \
: $PB~" \ '-" _ . "-7 . / "'; ,
\ " "," -" -.. -=:. - . I \b...... '" \ 5.a li.O
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., "0; ~~~ () -"---.. ~,_ -- ~,/ ~ 64 ....i....... t
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..
.
..~ ~
.. .. IE-1.00 ~
lIf) ~ ,",,' ~ ~ -<<;i ~ rvP~D INLET ... ....> "'..', · ,,,. I / A 7S '...
\ - HA-3. '\ ..~,.. " .... " ,~\ ~
~",,;. -.g.AS ~. ~ r;:Jy:'" ~~pLFO :~;~ ~: I.toO NW <~ '. ~ O~'6' ~1 / ... / <!!> 4,8 ~::;lt;c Il$ ~)..~
51 r , J\ . ~19'''~ ~ ~.."~ 36' IE - 2.oo'1E 5.Il' ~~, " \~",$ f J f & 4.9 5.Il~f.fc'1:~rc 't~~ ~_
~t:. _ . . . 1I~ r' ~ ~ . ~ +"..~~~ i) ~ 10~'~' t;~ \ P12.... LITTORAL SHELF 14 6Jl...l .t
. 112 ~.,^ !~ I ~\ 1-~V_51 CONC. ~.~ v ~~. well ~~~ I } ~.lJ.l.lUl1 EX\Sll~
~ :~". ,iii ......~ i SDEWAU<. .. V/ .<./J f1lE-1G.10 16"17' i' 8n..'~\ '" "......___/~../ // "- t ff725 \
N. .~.. \~ ~ ......1 / ~ ~ ..... rr..... . ELEVAm WALKWAY Jf ~ ,'" .......... .../., ./ ~1 $.3 ~..t \
"\. If',..;.::; ~ · . ...n ~ .. .. ....,fa, .... ~ __ (DESIGN BY OTHERS) · ,,~ . -.:" - "-9. ./ / _ 49 ~. ~lS"11" M ct--\ \
, I:~:.. \, ~~~:. Ie lr~ /. .. : .~~" .';." ~ ~ .. ..::....,. U l "- -.:..:::-::- -' -~... < ..... ~ " ~ ~ Ie.. :,\'
ct...J ': i "~~~ " " " " ~ "~.. i. .. . . .. ~ ~ _ g (6:) \AE 5.5. 6.1 U \ ~"
~ ....... ),,~ \,.~ .... ! 0&.1'1- .. 9. ... OVERHEAD POWE~S
151 LF 6- PERFORATED ./ \i .. >r ~ "T"~" Y ~ ' . A...... ' STORM MH f1lE-1G.10 \ ';
PVC UNDERDRAIN:J ',- :: .~...;.T.... ( ~ ~ ~., .... J? ~ 1S0 LF fS- ~M_ -4\~~OW 4" \ ____ ,.. 5.Il ~8 \
(SEE. DETAIL SHEET 6) ~....")..,, ~:... 1/0-...... &.I.t._t~. RCP 0 O~~,S'l IE - 3:50..SE. 4.. ":f!L ,,... ~ -------.---: " fC.. ~ , l-- . .122" .,. ~~._. . . . . 8.7 6p<llm~. ~\ ...~"
I." ~ ... .11. ..........! I ~. tt5p" . ------1-4 ~ "" ... .. . ~.~ -- ~. .. "" (tl ~;[1'I' (6'-sf"'" \ 22'1ir@;'
- EXISTING CHAIN LINK III ~ ... ,.. ..... .. /' ~ IU-P.S .. 11 TYPE m'INLET .. ~.............. 'It- - ~ (j ".PIJ 6.2 8.2 J \
FENCE TO REMAIN. ~ ~ ... ~,~'. ~.. .rr .... ( ::.JI I GE - ~~ ::.,....-",~ T~ ~ 4.7 U \
.~\{::: '/~~ i ">~ t .."~ ~; ;I,J~, 1111:11" ~ ~. ".. "u U I ," ~\
~~~~ ~ 1 ~i.._..:1 ..:.. .....' sHA-4 --:.-:~. ,. : . 9~... -..~~, JJ"~ (/ (~~ r f,B.ii,/;i ~ 8' lr' 6.2 M 6.2 \
, """ ;1 ~ '.. · . .. ..?'.r~ \XIST1NG #717 EXISTING #719 ",. .' . 5.3 t.2 e.1 \
c6~g~~it~18E:'~ ), % ,~ \....' .... I .. 'l.....~ 4.9 4.5 lit'4,] l~ $;1 t \
~ : 1f' .." -~ ~ USCfi. . .. 16' ~z -4J... .~, 5.5 7 i"~' \ (5'7')
_, 2~ tt (I) \
I '8.9 ,_
I.. y"." ..i'~:i:j.i'#,U'\ " U w .
II, i ?M I / ".P. ~ $;1 ~~~i~n ~ j.W" -lll:: \I :~ .. SA YVIEW A VENUE W ~:. VA llJf' ! as
If-' II" II : '\. 18 ._ I!f W ,. If ...::. ~ ~ ,Ii ... III "'. III II ~ Y
~ r- (5.12 ...... 'F ...,.. 5.7.5. PP. .AI \I'" ......,. 4,10 5.03 72 . Ui,ft\...~,iC?( _ -
.., ~ GP. _~t.al 8.43UT ,oJ'. _' ',.- - cu.,",'"" -
" ~ -~~' 11.54 OM ...".,.",,,"'"
~~ 'I~I ~~
PROPOSED 5' WIDE f-li .;.\'
CROSSWAU< Wi
DECORATIVE PAVERS
-..-
112
18
J.EG.Etm.
,1
~.
- Existing Spot Elevation
~
- Proposed Spot Elevation
XX.XX )(
XX.XX
_ Top of Curb
Pavement
~
- Match Existing Grode
~ - -.. - Proposed Storm~ & Pipe
~
- Overlond Flow Direction
.. ... .. ...
+ + + ~ ~ ~ ~
. . ... ... ... ~
... . ~ . ... ... ~
- Grass Parking Area
- Proposed Pond Grade Break
. - ... Pond Top of Bank
~
o 20
~
40
I
80
I
- - Pond Normal Water Level (NWL)
- Proposed Underdraln Trench With C1eanout &.
- Proposed 6- PVC pipe With Cleanout &.
= Soil Boring Location &
- Hand Auger Location &
11.0
.
e,~~1111I1I1I11l1I11I1l1I1I1111I1I""1111111111111t1l1l111l1l11l1l111l1l
;:?'
CLEANOUT
IE-S,OO
OUTFALL AT SEAWALL
IE ... 1.00
(SEE PAVING, GRADING, AND
DRAINAGE DETAILS) OLD TAMPA BAY
(TAMPA BAY)
,.1
...
...
....-
~
1.3
72 LF 24- RCP
o 0.28'l
Q.2
152 LF 6- PERFORATED
PVC UNDERDRAIN
(SEE DETAIL SHEET 6)
2.98 -l.4
101
15. SPECIAL CARE IS REQUIRED TO PREVENT DAMAGE TO TREES THAT ARE TO REMAIN, THE
CONTRACTOR SHALL BE LIABLE FOR ALL FlNES DUE TO DAMAGE OF TREES THAT ARE DESlGNEA TED
TO BE SAVED DURING CONSTRUCTION.
16. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED AT APPROPRIATE LOCATIONS
IN ACCORDANCE WITH THE STANDARDS SET FORTH BY THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES AS ADOPTED BY THE FLORIDA DEPT. OF TRANSPORTATION UNDER RULE 14-15.010,
FLORIDA ADMINISTRA llVE CODE.
18. ALL WORK IN THE RIGHT-OF-WAY SHALL MEET CITY STANDARDS.
19. ELEVATIONS ARE BASED ON CITY OF CLEARWATER 1E-16, HAVING AN ELEVATION OF 30.165,
NATIONAL GEODETIC VERTICAL DATUM, 1929.
20. SURVEY INFORMATION PROVIDED BY POLARIS ASSOCIATES, INC.
NOTE:
FOR BUILDING AND POUSTINA SECTIONS
AND DETAilS, SEE ARCHITECTURAL
PLANS.
&.
PL.ANTt4G CONSTRUCTION NOTES:
1. ALL PLANTING MATERIAL TO BE FLORIDA GRADE 1 OR EQUIVALENT.
2. AFTER EARTHWORK IS COMPLETED, THE ELEVATIONS SHALL BE VERIFIED
BY THE PROJECT ENGINEER, TOLERANCE IS :1:0.15 FT.
3. THE WATER TABLE SHALL BE ALLOWED TO STABILIZE PRIOR TO PLANTING.
4. PLANT AREAS AS REQUIRED, PLANTS MAY BE LOCATED AT DIFFERENT
LOCA 110NS AS INSTRUCTED BY FIELD ENGINEER.
5. CONTRACTOR SHALL WATER PLANTINGS AS REQUIRED UNTIL ESTABUSHED
llME (30 DAYS MIN). -
6. CONTRACTOR SHALL GUARANlEE 85" SUCCESS RATE FOR 60 DAYS. -..,... (I)
DEAD OR UNHEALTHY PLANTS SHALL BE REMOVED AND REPLACED.
7. ANY EXOllC SPECIES, I.E., BRAZlUAN PEPPER (SCHINUS TEREBINTHIFOLIUS),
PUNK TREES (MELALEUCA QUINQUENERVlA), AND CHINESE TALLOW
(SAPIUM SEBIFERUM), MUST BE REMOVED AS A CONDIllON OF ;)111:.
DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO
PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR
EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH
SUITABLE MATERIAL
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PROPOSED DUMPSTER
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&. PROPOSED PI..ANTNG
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Juncus roemerianus
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CONTRACTOR TO CALL .SUNSHINE STATE ONE CALL.
1-800-432-4770 48 HOURS PRIOR TO ANY a.EARlNG
OR CONSTRUC11ON FOR EXlS11NG UllUTY LOCA 110NS
DESIGNED
THE SIGNATURE OF THE OUAUTY
CONTROL OFFICER IN THIS SPACE
INDICATES THAT ALL REOUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
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BLEED DOWN ORIFICE
(SEE DETAIL)
OUTFALL CONTROL ~ (OCS) W/SKM..I:fI DETAL
NTS
PREPARED FOR,
SHEET DESCRIPTION,
) FL~~~. ~2AL~~~'!$o;r/:"!l~~RfNC'
6321 Grand Blvd. New Port Richey FL 34652
Tel, (727) 849-7588 - Fax, (727) 848-3648
OUR LADY OF DIVINE PROVIDENCE
702 SOUTH BA YVIEW A VENUE
CLEARWA TER. FLORIDA 33759
PHONE. (727) 797-7412 FAX. (727) 726-1631
HOUSE OF PRAYER
"A PRIVATE RELI,GIOUS RETREA T"
PA VING, GRADING AND DRAINAGE PLAN
JHB
DRAWN
MKC
CHECKED
JWD
E.B. No. 7421
:
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/4.8 MINIMUM
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4.8 MINIMUM TOP
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~ '\. VARIES I
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SECTION B-B
NTS
lJl
1'\
5'
-
GRASSED
PARKING
19'
PAVED DRIVEWAY
PROPOSED GRASS
PARKING SPACES:~
(TYPICAL)
17. A SEPARATE RIGHT-OF-WAY PERMIT SHALL BE SUBMITTED FOR ALL WORK WITHIN THE RIGHT-OF-WAY
OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. EXISTING CHAIN l.INK
FENCE TO REMAIN.
10'
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SECTION D-O
NTS
NOTES:
1. SEE SHEET 2 FOR EROSION CONTROl INFORMATION.
2. STORM SEWER MANHOLE COVER{S) ARE NOT TO SAY -CLEARWATER- ON THEM. THIS SYSTEM IS A PRIVATE SYSTEM.
~ 12/04/03 REVISED PER CITY OF CLEARWATER COMMENTS
&. 11113/03 ADDED UNDERDRAINS 8 SOil BORINGS, 8 ADJUSTED DRAINAGE
ARROWS PER SWFWMD COMMENTS
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NOTE: PIPE &: ATnNGS
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(DRAlN-WASTE-VENT)
AI R=n DOWN a IFICE
NTS
NO.
DATE
REVI8IONS
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lJ[ DEe 1 ~ 2003 llli
P&.Aa-.NING & DEVELOPMtNT ~~c~
CITY OF CLEARWATER
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997-203
EPN
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APP'D
BY
DATE,
8/29/03 OF
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CONTRACTOR TO CALL .SUNSHINE STATE ONE CALL.
1-800-432-4nO 48 HOURS PRIOR TO ANY ClEARING
OR CONSTRUCTION FOR EXISTING UllUTY LOCAllONS
TllE SIGNATURE OF THE OUAUTY
CONTROL OFFICER IN TllIS SPACE
INDICATES THAT . All. REQUIRED
PERMITS HAVE BEEN OBTAINED
AND' THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
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FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
6321 Grand Blvd. New Port Richey FL 34652
Tel. (727) 849-7588 - Fox. (727) 848-3648
E.B. No. 7421
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EXISTING SYSTEM SHALL BE CLEANED
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SANITARY PROFILE
12+50
13+00 13+50 14+00
SCALE: 1"=50' HORIZONTAL
1"-10' VERTICAL
SHEET DESCRIPTION.
OUR LADY OF DIVINE PROVIDENCE
702 SOUTH BA YVIEW A VENUE
CLEARWATER, FLORIDA 33759
PHONE, (727) 797-7412 FAX, (727) 726-1631
HOUSE OF PRAYER
"A PRIV A TE RELIGIOUS RETREAT"
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.JOB NO.
997-203
EPN
F.B, . PG.
SHT.
NO.
DATE
REVISED PER CITY OF CLEARWATER COMMENTS
DATE.
APP'D 8/29/03 OF
BY
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