FLS02-04-29
FLS 02-04-29
PUBLIX
1555 HIGHLAND AVENUE
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HOME OCCUPIED LOT TREE PERMIT APPLICATION
PINElLAS COUNTY LAND DEVELOPMENT CODE. CHAPTER 166. ARTICLE 11
DATE 1-:(( "'-" 4 ~ PERMIT APPLlCATION# {O Z, · /03 H
I hereby certify that this appUcation is correct. It is understood that any deviation from the permit conditions will
render the permit null and void and shall be considered as a violation of Pinellas County Land Development Code
166.81. This application is for the purpose of developing the below-describeq property and/or for the pupose of
removing: (b If!F tt$e m.(M--r~ Y&hJ. 1'.ee .Jo.14e 'h~ ^ btr;?
5 -". tree(s) for the following reason ~ To ~ ~JacA.tl~ q ee,.,.41nttolM' h~
pj~t'Y~;L(m~~ ~ ~. ~ C6n1{)~a~
STREET....... ADDRESS ~ 5 50 &U~a.i1 1(o(~el-fJW (FL ~37S
. tn-t &. (city) zip code)
SUBDIVISJON NAME
on tf"" ''-/00
PARCEL ID#~I :} 'l/ ~I ()OOOO I ~~ f) Joo lot dimen /7 J J J.-x <j It = Sq. Ft
See Twn Rng Subd# Block & Lot ~ -U
....*******~**~*****************'************************************.......*******
PLEASE PRINT BELOW
OWNER INFORMATION APPUCANT WITH AUTHORIZATION Lt: I I ER
(Lt,.,.... ~ COMPANY r;;,'YI'~ -;;..,/MJ.~
NAME ~u ~ n ~ 1l ' NAME ~ 't.~)lJ I ) ]) . J<'(Frrst)
ADDRESS l ~SO aJl~A~ (L ill.. ADDRESS I 55.s H'5},/r;", ~<;:.
CITYISTlZlP (' _\ w l= l~ '331g, CITYfST/ZlP C ~ ~ ) F L 337,s-t
TElEPHONE (1.).1 ~'i;l - D f 34 TELEPHONE OJ]) '1'1 Y - V Y t:t s-
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DO NOT WRITE WITHIN THlS AREA - FOR OFFICER USE ONLY
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GONDITrON: Within __ days, an inspectionwm be made to verify - trees remain, and.!:1:.- trees
have been planted, Erin height, 1 1!2." cafjper, seJadiDn to be made from the tree replacement .species fist, being
Nursery Grade '1. Undersiz.ed trees remaining on site will CDunt toward this requirement if they are of a .species
on the replacement list, and at least 6'in height and:in good condition.
THIS rs {UR PE~AND RECEIPT
Ptl$ '3 ~ 0 0 _ CoIL $ 3 S # 0 ()
CP'R# 10f 3 3 '5V
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ULI JUL 1 5 2002
I PLAI'4N1NG & DE- VELOPMENT SvCt>
orv OF ClEARWATER
Directions to site:
i:LUSERSlWPIrOCSlENF/lMClFORMSlHOLFRM
fllIar110T4lDeli!RlWlTr.eePermit-Wai.vJ2l28lO2
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SECTION 23 , TOWNSHIP 29. S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
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LEGEND
PARCEL 1:
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EXIST. ELEVATION
A PARCEL OF LAND IN THE SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 29
SOUTH, RANGE 16 EAST, PINElLAS COUNlY. FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOllOWS: COMMENCE AT THE NORTHEAST CORNER OF THE
SOUTHEAST 1/4 1/4 OF THE SOUTHWEST OF SECTION 2.3, TOWNSHIP 29 SOUTH,
RANGE 15 EAST, PINELLAS COUNlY, FLORIDA, AND GO NORTH 89'07'57" WEST,
800.38 FEET ALONG THE CENTERLINE OF NURSERY ROAD; THENCE LEAVING SAID
CENTERLINE, SOUTH 00'21'40" EAST, .360.44 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 00'21"40" EAST, 719.9.3 FEET; THENCE SOUTH 00'44'.35" WEST
192.00 FEET TO A POINT ON THE NORTH RIGH-OF -WAY LINE OF BELLEAIR ROAD;
THENCE NORTH 89'15'25" WEST, 295.11 FEET ALONG SAID NORTH RIGHT-OF-WAY
LINE; THENCE lEAVING SAID NORTH RIGHT-OF-WAY LINE, NORTH 00'19'17" WEST.
192.03 FEET; THENCE NORTH 89'15'25" WEST. 210.00 FEET TO A POINT ON THE
EAST RIGHT-OF-WAY LINE OF HIGHLAND AVENUE; THENCE NORTH 00'19'17" WEST,
496.67 FEET ALONG SAID EAST RIGHT -OF-WAY LINE; THENCE LEAVING SAID EAST
RIGHT-OF-WAY LINE, NORTH 89'40'43" EAST, 245.00 FEET; THENCE NORTH
00'19'17" WEST, 211.81 FEET; THENCE NORTH 89'40'4.3" EAST, 26.3,09 FEET TO
THE POINT OF BEGINNING.
EXIST. CONTOUR
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FIRE HYDRANT ASSEMBLY
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01/23/02 -I
Deseri lionl"
BlDG. RELOCATION
PER CITY CLW :
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Issue Date:
Revisions:
No. Date
03/06/02
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SITE PLAN APPROVEf
CASE # ..fb.S 0 z., -CO - Z?
CASE 1l'PE -Efg,tI~
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COB DATE --
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~ DESIGNIDEVELOPMENT
D PERMITTING & BIDDING I
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o CONSTRUCTION DOCUMENTS'
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SITE DATA
EXISTING (E) PROPOSED (P) TOTAL (E+P) REQUIRED
C C C ---
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ZONING:
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CG CG ---
LAND USE:
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SHOPPING CENTER SHOPPING CENTER ---
USAGE: SHOPPING CENTER
365,021 S,f'. SAME SAME
8.38 ACRES ---
LOT AREA: '.
BUILDING COVERAGE: 85,950 S.f'. REMOVE ADD 87,317 S.F.
---
(S.F. & % Of' GROSS SITE) 23.55% 42,888 S.F. 44,255 S.f'. 23.92%
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GROSS FLOOR AREA (S,F.): REMOVE ADD 318,408 S.F.
85,950 S,f'. 87,317 S.F.
F.A.R,: 0.24 42,888 S,F. 44,255 S.F, 0,24 0.55
-
FRONT:(HIGHLAND AVE.) 272' 253' (NEW) --- 25'
SETBACKS: SIDE: 42.5' MIN, 42.5' (EXIST.) --- 10'
REAR: 24.9' 24,9' (EXIST.) --- 20'
I 35' MAX. 35' MAX. 25.8' 25'
HEIGHT:
PAVED VEHICULAR USE AREA: 208,296 S.F. REMOVE: 46,175 S,f'. 207,311 S.F. ---
(V.U.A.) ADD: 45,190 S.F.
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IMPERVIOUS SURf'ACE RATIO: 299,806 S.F. 304,498 S.F. 304,498 S.F. 346,770 S.F.
" (I.S.R.) (INCLUDES WALKS) 0.82 0.83 0.83 0.95
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OPEN SPACE: 65,215 S.f', 60,523 S.F. 60,523 S.F. 54,753 S.F.
(S.F. & % OF GROSS SITE) 18% 17% 17% 15%
PARKING LOT INTERIOR LANDSCAPING: 4,798 S.F. 9,908 S.F. 9,908 S.F. ---
(S.F, & % OF V.U.A.) 2.3% 4.78% 4.78%
: PARKING: 473 SPACES 453 SPACES 453 SPACES 437 SPACES
, PARKING CALCULATIONS: 87,317 SQ. FT. 0 5 SPACES / 1,000 = 437 SPACES
ZOlling Approvetl
CITY OF CLEARWATER
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INDEX OF SHEETS
C'1.1 CIVIL SITE DATA
C'1.2 CIVIL SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING, DRAINAGE,
& UTILITY SITE PLAN
C5.1 BUILDING SERVICE
CONNECTIONS
C6.1 CIVIL SITE DETAILS
C6.2 CIVIL SITE DETAILS
C6.3 CIVIL SITE DETAILS
L 1.1 LANDSCAPE SITE PLAN
L 1.2 LANDSCAPE SITE PLAN
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THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE X PER FLOOD INSURANCE RATE MAP 125096 0016 D
MAP REVISED: AUGUST 19, 1991
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ENGINEER, AND SHAll NOT BE.. REP.. RODlJC. EDl '.i>ueiJJ.....'. W~D. OR USED IN !<NY WAY WlnlOUT
~E CONSENT Of M ENGINEE8:;';, 'J":,,;~;,.~g'YR'GHT 200' NOT PUBLISHED
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DEMOLITION NOTES
LEGEND
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.
REMOVE:
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NEAREST EXPANSION JOINT.
SAWCUT & REMOVE ASPHALT AND BASE.
REMOVE EXISTING STRUCTURE AND FOOTING.
REMOVE EXISTING TREE.
REMOVE CURBING TO THE NEAREST EXPANSION JOINT.
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ENCINEER. AND SHAlL NOFSE R(PROOUCED,P~}:~~(jR;~ IN 00 WAY WITHOIJT
THE CONSENT or THE ENCINEEB..: '" .," ~;,~:;i1~;f,.;,{cQf1R19fIT 2002 NOT PUBlISHED
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REMOVE EXISTING WATER METERS, GAS METERS,
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REMOVE EXISTING M.E.S. AND STORM PIPE.
REMOVE/RELOCAT EX. LIGHT POLIE PER ENGINEER'S DIRECTION.
SCALE. 19.40'
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REMOVE/RELOCATE DUMPSTER ENCLOSURE
REMOVE EXISTING SANITARY MANHOLE & PIPE AS INDICATED.
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16
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.
OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P.. AND
CITY OF CLEARWATER.
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Checked By: H,G.
Issue Date: 01/23/02
Revisions:
No. Dote Oescri tion
03/06/02 BLOC, RElOCATlON
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BASE, UTILITY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
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OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
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2. ALL SIGNAGE MUST MEET CODE, INCLUDING THE EXISTING GROUND
SIGNS ON HIGHLAND AVE. AND BELLEAIR ROAD. ATTACHED SIGNAGE
MUST MEET CODE.
3. REMOVE EXISTING GROUND SIGNS NO LATER THAN MARCH 15, 2002.
A BOND FOR 125% OF THE COST ESTIMATE FOR TAKING THE SIGN
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4. ALL SIGNAGE FOR THE CENTER SHALL BE OF LIKE DESIGN.
5. ALL WORK IN HIGHLAND AVE. WILL REQUIRE COUNTY PERMIT.
6. ALL MECHANICAL EQUIPMENT ON ROOF OR GROUND MUST BE SCREENED.
7. RESTHIPE ALL NEW ASPHALT AREAS INCLUDING WHERE PAVEMENT
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8. ALL STRIPING FOR PARKING STALLS SHALL BE WHITE.
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. NOTE TO CONTRACTOR:
CONTRACTOR MUST RETAIN A STRUCnJRE
ENGINEER REGlS1ERED IN lHE STATE Of FLORIDA
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STORM LINE
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No. Date
, 03/06/02
01/23/02
Oeser; tion
BLDG, RELOCAllON
~ DESIGN/DEVELOPMENT
o PERMITTING & BIDDING
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Oescri tion
BLOC, RELoo,nON
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10 PERMllTlNG & BIDDING
110 CONSTRUCTION DOCUMENTS
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THIS DRAWING IS AN JNSTIM,I[NT Of SERVlC{ ANlt$H.lil REMAIN THE PROPERTY Of THE
ENGINEER. AND SHAll NOT BE REPROl:5OCEO.~ PUBlJ$HEO OR USED IN mY WAY WITHOUT
THE CONSENT or THE ENGINEER. ;~~e/~;i 1 i: r', ~0 COPYRIGHT 2002 NOT PUBlISHED
..../.!{,jI\)Il....' , .':. ''i-~) ." ,.
.i 1~,. (/t!.rili~~.' "
l . (';:;;t ;,In< 1f'M.. . ~
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, ,,, "X' ~. ., "'-'.1'.'
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RAM A."GOEl1t\~ ,.'~~f47431
COPIES OF~.. niE$E'!~. ~S~;AAE lii::ff ';;AUD UNLESS
EIo4BOSSEO. W1lH 4n:t~-;Sf9'i'~9 :~GINEER'S SEAL
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18"
(f0
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36"
24"
20 2"
STEEL
GRATE
... \Ii
..
NOTE:
ALUMINUM BARS 0 6" O,C.
6"
TOP VIEW
CORRIGATED
METAL
SKIMMER
.
to
:
OJ N .q-
N n .q-
N
to
8" 4" 8"
HORIZONIAl
SLOT El. = @
TOP El. = C
SLOT WIDTH
{NORTH STRUCTURE 19-1/2'
EXIST. SOUTH STRUCTURE 12-1/2'
PROPOSED {NORTH STRUCTURE 20-1/2'
SOUTH STRUCTURE 12"
Fl~T: ')
~:'X8" THROAT
INV. EL. = CD
N,T.S.
~
CD
SIDE VIEW
o
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MITERED END SECTION DEl AL
23'8"
1 '
19' -4" SPAN
1 '
-
PLAN VIEW
. .' --EEJ EL.62.5
A
PARAPET WALL
to
I
.q-
EXISTING WALL
TO REMAIN
EL.58.6
ROADWAY SILAS
DHW25 (SWFWMD)
= 57.60
..
'" . ".. ....
. A
'" ,. ;.
~ ....
. ~ <i,. .. it '.
to . ". . 4
, ..
'. .
EXIST. STRUCTURE
TO REMAIN
CITY OF CLEARWATER
RET.VOL 0 55.88
4' 7'
ARROWHEAD FRAGRENT WATER LILY
EXISTING WALL
(MODIFIED OR REPLACE IF REQUIRED)
.. '"
'. '
. ,
.'
54.936 d.
FIRST 1" EL.=53,1
EL.51.7
LWL=51.7
NORTH
NO
"", f ...
EL.51.7 12'
AQUATIC PLANTINGS 0
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19,784 c.f.
.
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NES Comm.: 0111
I Drawn By: B.J,V, I
Checked By: H.G.
INSTAll
STEPS
PER D.O.T.
SPECS.
. ~,
. n '. --;;:,1/11"
Nor-, . ~'IIIf"
. : ....<(--::, II '
. . ")'.\ 4,,'IW'
J. . --.q:..,,' 1/
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//~ . . . . .--:';"; :-..' 1111'
\I\//. . __' iI/I"-'
''711\ ////\"\ '.. , ,/11"'"
EXIST,SLOPE../" " IIIA\\\!IIA\\\ II/A\\ IIIA\\ jI~
2 FT. CLEAN SAND- THIS FilTRATION
MEDIA SHALL HAVE A UNIFORMITY
COEFICIENT OF 15 OR GREATER AND
AN EFFICTIVE GRAIN SIZE OF 0.20 MM
TO 0.55 MM IN ORDER TO FILTER THE
FIRST 1/2" OF RUNOFF AT A RATE OF
5.42 FT. / HOUR MINIMUM.
',011 '.
.. "".,
. '
"
."
:'''
. .
01/23/02
3' DIAMETER HOLE
(4 REQUIRED, EQUALLY SPACED)
EL.45,O E9---
,,.
FIRST 1"
WATER LEVEL
EL. = CD
.: .
REMOVE & REPLACE
FILTER BED
LD- BOT. OF SKIMMER
I\J7 EL. = @
LWL = J
Descri tion
BLDG, RELOCATION
TYPICAL SECTION
N.T.S.
ROADWAY SUPPORT SYSTEM
(DESIGN BY OTHERS)
NOTE: CONTRACTOR TO PROVIDE STRUCTURAL DESIGN, SIGNED ANL SEALED BY REGISTERED STRUCTURAL
ENGINEER. STRUCTURE SHALL BE DESIGNED FOR HS-20 HIGHWAY VEHICLE LOAD RATING IN
ACCORDANCE WITH THE STANDARD SF)ECIFICATIONS FOR HIGHWAY BRIDGES (LATEST EDITION) AS
PUBLISHED BY THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
(AASHTO), AND BE IN ACCORDANCE WITH SECTION 3-5.3 OF THE NATIONAL FIRE PREVENTION CODE
HANDBOOK 2000.
NOTE:
NO CRUSHED SHELL OR
LIMESTONE SHALL BE
USED AS A FILTER MEDIA.
.
N
18" R.C.P.
. .
.
A
6 MILL POLETHYLENE
VAPOR BARRIER
8" THROAT OPENING
INV. EL. = CD
1 -1/2"
SOLID
GRAVEL
CONC. WALL
CONC. FILLET
SECTION
FILTER FABRIC SHALL BE PROPE X
4545 AS MANUFACTURED BY AMOCO
FABRICS CO OR APPROVED EQUAL WITH
A PERMEABILITY COEFFICIENT OF 0.20
CM / SEC. (23.68 FT/HOUR MIN.)
1Ci!! DESIGNIDEVEtOPMENT
o PERMITTING & BIDDING
10 CONSTRUCTION DOCUMENTS
6"X6"# 1 0
WIRE MESH
EXISTING MODIFICATIONS
NORTH O.F. SOUTH O.F. NORTH O.F. SOUTH O.F.
STRUCTURE STRUCTURE STRUCTURE STRUCTURE
A 17.22' 20.71 ' N/C N/C
B 20.00' 25.00' N/C N/C
C 52.73'* 49.00'* 53.64'* 49.67'*
0 52.40'* 48.67'* 53.18'* 49.34'*
E 48,03' 44.33' N/C NjC
F 47.70' 44.00' N/C NjC
G 49.05' 46.05' N/C N/C
H 50.70' 47.00' N/C N/C
I 52.40' 48.67' N/C NjC
J 51.70' 48.00' N/C NjC
K 57.80' 54.00' N/C 54.60'*
L 5.70' 5.63' N/C NjC
M 0.40' 0.37' N/C NjC
N 52.10' 48.37' N/C N/C
NOTES:
1. CONTRACTOR TO REMOVE THE EXSTING FILTER BED
IN BOTH PONDS AND REPLACE TO THE DIMENSIONS,
ELEVATIONS AND SPECIFICATIONS SHOWN.
2. THE EXISTING ORIFICE SLOTS ON BOTH PONDS ARE
TO BE MODIFIED.
3. THE TOP ELEVATION OF SOUTH POND
CONTROL STRUCTURE IS TO BE RAISED.
ft
Om
CI) W ~
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~ W ~
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- D-
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r 3' '1
EXIST. WALL
TO REMAIN
TOP OF WALL VARIES(]j--
56,O(MIN,)
EXIST. WALL
TO REMAIN
/DHW25 (SWFWMD)
\1 = 54.185
C\J
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* SEE NOTES
N/C = NO CHANGE
t
IN
, .q.
.
. IIII=:IIII=:IIIUIII=:IIII
4' ": I
ARROWHEAD.... I
OVERFLOW STRUCTURE & FL TRA TION SYSTEM
N,T,S,
.-.
.-.
79,128 c.f.
U')
<:)
0..
OJ
U1
FIRST 1" EL.49.34
LWL=48.0
STORAGE PROVIDED = 28,496 c.f.
'M
'-
LL
REGRADED POND
BonOM
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EXISTING POND
BonOM
THIS DRAWING IS AN INSTRUUENT Of '~AND' SHAll REMAIN THE PROPERTY Of THE
ENGINEER AND SI-W.l NOT BE R[P~El>,pu8lJSH[{) OR USED IN ANY WAY WlTHOVT
THE CONSOrT or THE ENGINEER. . ;:),~~," (t>COf"l'RIGHT 2002 NOT PUBlISHED
C':~~( }/' i . '/ ~,;'>~ <",'<'~i . .
/'",' ". {II '; ,'r., '
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~ 7:1. ~ ' ..' ,:,:'}\.~.h.'." ,) ,--~f'01~(~",
w(uOEl.. PH.D/P'i~i41431 '
COPIES OF" THEsE PLANS ARE tt:10T' V~D UNLESS
EMBOSSED WITH THE SIG~~~GJt~N~INEE~'S SEAl
4'~ "
"; '~~:i ,
," /
EXIST. DETENTION AREA SECTION B - B
C6.2
1"=5'
TeIPORARV BLOWOFF
AN> SA~ TAP 2"
Stop Less Check
MUEUER H 14350 with Lock Wing and
Compression inlet or approved equal
N.T.S.
Threaded Corporation Stop
MUELLER H 15008
or approved equal
( TAP AT 45' ANGLE )
Saddle required
4" P.V.C. only
~
,0'
,.,,'.
\ Water Service Tubing
Driscopipe 5100 or Endot/l'ardley
Blue Jet, SDR g, 3408 Polyethylene
Iddle shall have double
Jinless steel straps
th epoxy coated
Ictile iron body,
CH.ORINA TION TAP
M.T.S.
EN) C<HI:CT1ON
M.U.
- FIre H~drant Assembly
~Typ.)
ONLY APPROVED
Kennedy Guardian No. K-81A
Muller Centurian No. A-423
U,S. Pipe Metropolitan
18" Min,
24" Mal<.
Distance Varies
c
:i
. ; Mech. Joint Valve
.
co
I
N
Tapping Sleeve &: Valve
r By City, Fee by
I Owner or Contractor
Connecting Piece W/integrat,y
cast Mech. Joint Gland on
one End-D.I. Rotatable Mec .
Joint Gland on Other End.
'- Restraining Joint (Typ,)
'- El<ist. Water Main
NOTES:
1. All Fire Hydrants to have 5 1/4" Valve Seat.
2, See 'ndel< * 407 for Jack &: Bore Details.
TYPICAL me HYDRANT SET"TtJG
N.T.S.
u
~
~
~
18" Min.
24" Mal<
Distance Varles
Bo)(
Adju.table~ 0)
c
Va ve Bo)( '0
:2
C to.
:i .2
to.
l11en Valve Occu.. in Raadway. ~ . !
10 8 .s
et Base on 10-Common Brick. I :2
. It- .
N 0 10
t I
N
~
Mech. Joint valve.7
"'- ~ Woter Moln
Restraining Joint
TYPICAL VALVE SET"TtJG
N.T.S.
2" Galvanized
2" corporatlon~
Tapping Saddl
TOP COtH:CTION
N.U.
5/8"
Min. 4 Required
.
N
~
Am - HALF PLAN
IU.S.
Required
.
.
~
I
...
,
RtJG - SECTION
M.T.s.
Minimum WeIght 7" 232 Ibs.
g" 278 Ibs.
NOTES
1. Where roadway b9,se is 8" or thicker use g" ring,
all other cases 7 ring is permIssible.
2, Manufacturers model of storm ring and cover to
be approved by City Engineer.
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPlICAllONS:
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6, LAST lWO(2) JOINTS ON A DEAD END RUN (min. 36')
7. LAST lWO(2) JOINTS ON A HYDRANT RUNO\1f (min. 3'6')
I--- L -1 ~ Megalug Restrainer (Typ,)
Ebba 1500 Series
NOM ELBOWS (deg,)
PIPE
SIZE 11.25 22.50 45 gO
4 5 8 1
6 6 1 15
7
VALVE
TEES
9
P.V.C.
NOTE: THRUST RESTRAINT AT FlmNGS AND VALVES SHALL BE
BY USE OF' EBBA IRON MEGAlUG RESTRAINERS. THRUST RESTRAINT
BElWEEN PIPE JOINTS SHAll BE BY EBBA IRON SERIES 1500
RESTRAINERS.
PPE
RESTRANT
M.U.
Max. 15' - Min. 4'
I
'; Mech.
Joint Valve
N.T.!.
TYPICAL FA: HYDRANT SET"TtJG
Connecting Piece w/integrally
cast Mech. Joint Gland on
one End-D.I. Rotatable Mech~
Joint Gland on Other End. ~
.
Fire Hydrant Assembly
~Typ.)
I Len9th Varies
(See Note 1)
Valve and Hydrant Te,
w/D.I, Rotatable Meeh. Joint ~
Gland on Ploln End Branch. ~
,. Mech. Joint
Valve
Water Main
NOTES:
1, On Hydrants Requiring Runout
last Two Joints Must B, Restrained
Per Detail 403 (2 of 2).
TYPICAL HYDRANT SET"rWG
N.T.S.
Back of Curb
or
Edge of Pavement
1-1/4117 ;:
Non Skid
Pattern
Required
SOLD COVER
.
.
,.
",N
I 22-3/4" .,.!. ~
~-1
MQc~lned Surface I
SOLD COVER SECTION
MInIMUM 'WeIght 128 tbs.
.
r -z ,-- -- - - - '0 - - - - - (T ~-
I ~ I .
. -.' .
I S" OIA. .-STEEtSOUAAOS
b CONC, F1llED (1)1).) 0
I
I
I
ONLY APPROVED
Kennedy Guardian No. 1<-81A
Muller Centurlan No. A-423
U.S. Pipe Metropolitan
10' - 8-
/ &" CONC. SlAB
12' /_
ClEARANCE MIN. -II-
0rb
Joint (Typ.)
I
I
Min. I
Ll
4'
o
TIE BEAM ~TH
2-,~ REBAR
CONilNUOUS
12'
dEARANCE MIN.
s'
OR
00
ew
~
-I
Poured Encasement
Approved barrel joint seals 9re
"a-Rings" and ""Ram-Necks
Concentric cone (Flat cover
on shallow manholes 0' to
4' depth)
Steel reinforcement
5" min. wall thickness
type II acid resistant
cement 4000 p.s.I,
Grout .!ill ~penln.Q with
non-Sllnn... mOmJr
Grout flow channel
\ '\.. t Joint In pipe entry
~ (Typical)
P.V.C. pipe requires manhole
adapter coupling by Flo
Control, Inc., or approved
water stop coupling,
NOTE8
1. Precast manhole drop may be approved by City
Engineer. Shop drawing submittal required.
2. Drop required when 2' or over,
3. Manholes shall have an interior and exterior coating
of at least 15 mils dry thickness PROLO EP214-351
EpoKi-Mostic or Koppers bitumasUc black solution
300M.
ePEaAL NOTe
IN-UNE, .DOCHOUSE MANHOLE" IN INDIANA AVE. TO
HAVE m 8" POUREN-IN-PLACE SLAB EXTEtf'NG
8" BEYOND OUTSIDE OF M.H, WALLS WITH 4 BARS
o 8" O.C.E.W., 1-1 /2. ~OVER OVER BAR T.
CONTRACTOR MAY U~E 6 THICI< BRICK WAlL
CONSTRUCTION OR PRE-CAST WALLS PER DETAIL.
PFECAST SANT ARY MAtI-fOlE DET AL
N.T,S.
THE F'OlLOWlNG JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND .- ::~Ll:.i AND OUtlET
2. TEE - Ol.JTlET BRANCH
J. OFfSETS - INLET AND Ol.JTlET
4. CAPS
~, PLUGS
6. ~ TWO(2) JOINTS ON A DEH> END RUN (mln, 38')
7. LAST TWO(2) JOINTS ON A HYDRANT RUNOlJf (min. $8')
I-L
Rettralnln9 Gosket (TyJ
Thrust Restraint (Typ.)
L - MINIMUM lENGTH TO BE 00 NOT USE F'OR
RESTRAINED ON EACH SIDE or FTTTlNG (ft.) VER11CAL Ofrs
NOM. ELBOWS (de9.) V~VE
PIPE TEES
SIZE 1 1 .2~ 22.50 45 90
NOTE: THRUST RESTRAINT ON SUPJOINT "OCTILE IRON PIPE
SHAll BE U.S. PIPE FlElD LOCK GASKETS fOR MON JOINT
PIPE or AMERICAN rAST -GRIP GASKETS fOR AMERICAN
rASTlTE PIPE. THRUST RESTRAINT ON DUCillE IRON FlTllNGS
SHAlL BE PROVIDED f1( THE USE OF' MEGALUG RETAINERS
AND MECHANICAL JOINT FlTTINGS.
OUCTLE R)N PFE RESTRAM'
IlT~
---0-+--,
S!! :
~~ d
I
I
t!O.IE.S.;
t) WAlLS
11.) New COlt~ mGlCfmum r-rt fllgh ~ conWvtted of
ooncrete bfock (S.....,,"'). Yottr1all VMd IMuId be COftIIttent
wlth ~ "* '" the ~ fit" WGhlttctwal tt~. of
the ~ buldfnt. (~ 3-802 Woter1ah)
b.) ~ ~ ~-,tJ filth ~t tMt... ~ be
mocfe of the tclme mater1aft .. IOftt .. \tie, ... "'ecM of
~O'IH .,..,. m.t-w,
2.) rooTHOS
IS .,.. conor.tt -/2- 15 00f\~ ,.. mMcHo4
1) CClNCMlt !tAl
~Ic. mh. ,. thIdlnoeI -/ImMddM '-'llt.1 '0w10 Hded
wire fabI10 (w.W.',). 3000 P.5.I.
4.) <XlNCRlTl f1l.L[D en.LS
Wl\tl '-15 wrt~ rebor tloe4 te foot.. .t... ot MdI oem.. Oft4
every 4' O. C.
5.) GATtS
Coft.wctM of "'h. '-'Ir cIIomet.. fCIIhontn4 tuWor ttM
w/,.moc)'-t,.. "t Mtrtod h ~ It... "*" tabrio.
hhge-lnOUf\tM Oft mh. r' dIoIMt.. oat\lO'ltnd It... poet.
(Cot" and '*' COI\tiNctM and lMtolM per ..,.1cGbI. but"'t
coH b)' neenMd fll\~ cantroctor).
') ~ PIN
, r die. ,I" Iont IMtCll ,... .... let.. ~ 3/4- ... hof.
S. Into concrttt fOl rod& '" .aI, pmId. 0 3/4. P. V.c.
....ve. S. I6nt. Of' tqUat.
7.)~
Sol ~t OIII*ft, to M ot IHet 2.500 P.s.,..
00NCAt'It WA.SONltf WAlL ~
Wet..... COfIttrvctIoft oM ..,tft)' 0Itl", of 1MtOl.., ... M '" ~"..A
with Untform 8ltIdht Code (U8C). ~t.. 24. 0enenII coMItleN .,
~~~ N ~ -.-ctflect '" ute. SMtltft 2404 (f).
t. M ,..,.".,.. ... .. M .~..~ .... ClIft....... te AnI A-.'S-
CIrMt 10. Yar90aI "~t .. M IlIeoM '" tN OMt.. of tM
maw",." otI. 0ft4 IhoI be held In ",,"1M et the '0, 0ft4 NttOf'ft.
I. If . ... ,..... .... I'tt ~'" with . *1kl1f ....... It ~ "t N .....
"*" tt.oft 11\, hor1lO1\ t tI Irl tI. wrtloelt (' I .).
1 ~tal .. ""'fore~t If\GI be ltonclar4 tf\Ioe '''' M-o-WAU (..
...~trlt) ot ,.. ..e..
.. ...... leM ~ e.wnt. ........, ~ .. M '*'MI ",-,t
~fOtmht to AS1V C-to. with . ",Irl!mum ~...... ttr.nfth 01 '.too
5. Yerter .. N twle .. .. .. .. ....,..... with AI'N C-t1O. ,.... ..
mOl1d_, '" ~ lHN with 3tr mortar JoIftt& Pr~ OOf\'lClItte w.oer...
foot IhelI m<<t.. NddInt. horiIorltCII end wertleCll.
.. c..... pM IhaI OOftfwm t. AS11lI C-47t. with . ftII_""" ........ tI..
of 3"-, I" to '0. ~. on4I t IftIrtmum 00I\'IClI'...r.. *-f'" of 2.500 ~ .t
2S do~
1. WIn""""" l' . ~ cHM-M Woe C.......) .. ,..,.... .. tile Nttom ~
of aI ..... t. -*1 v-t "'00IfMI\t. a.on-tIUte......... eft.,
mIUn.., ~tJon-~ In tCCIOI"~ "'" AQ S3'-4.', Oftd hf~
orouUnf.
.. "'" t. ~ tM .... ..... .. " .... ..... PM fMf'W ".Jtot....
pMt.. the "-, mort. ~ ., tttltr ,... 1MttrW, M eeIIltlGI ... Irl
'f'trtIoaI Gl1;nrnef\t. Oftd Ih'llll. tolkt, " filM with eoerM trOllt .. If*:ln.d.
t. 0Iri\t ....... ....t ....... be OOfItoMotH wfth fl..... ooW. ~OI. Fht
orout pour 11IoI be tt~ t ",'"1m"," of , ... 'Ir btlO'Ir the to, of the
mkSdt bon4 b..-., l'l'leooMy.
DROP PIN H~
(TYP,)
12'
ClEARANCE MIN.
-I
DROP PIN
(TYP.)
1-15 AT 4' CENTER
1::~rL~
IOS
.~ IU
~ ~I
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- I
NES Com~.: 0111
DrawnB,: I.J.Y. I
CfIec.ed By: H.G.
Issue D~: 01123/02
R8ylslon~:
No, Dote Descri tion
a DESIGNID LOPMENT
o PERMrm 0 & IIDDINO
o CONSTRU ON DOCUMENTS
a..
en w 'JI
-'
.... ...I a
-
~ W ~
~
w :3 ~I
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w I i~
I- ><
-
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r.a
-
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u
, {;,,(..~' . .
THIS DRAWING IS AN INSTRUMENT OF" SERVICE ~,SHAlt. R.ElMttt THE PROPER1Y OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED~.JiiHi'SfiI!D- ~ )J$ED IN AN'( WAY WITHOUT
THE CONSENT OF THE ENGINEER. ;"c ' ,!.~(;?~~~IG~T; 200~ NOT PUBLISHED
iJ. .t'l (i<lf" , ,
,: /'~";:;~l. FA"' .:,~ ~:~-:; ~ ~. :~,,~,~./<;,
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L = MINIMUM LENGTH TO BE
R~ESTRAINED ON EACH SIDE OF FITTING (ft.)
NOlC8:
1, Steamer Connection to Face Street.
2. All Fire Hydrants to hove 5 1/4 It Val've Seat.
3. Fire Hydrants Shall be Placed at Street Comers
or in the R.O.W. Adjacent to Side Lot Lines
Whenever Possible.
4. See Sheet 3 for Typical Connections & Fittings.
~---~~~~-~--~~~~---
3000 P.S.I. CON~m SlAB -MONOUTHlC, MIN e- TliIO<NEss, e~e- I
10X10 W.W.F.
e"X1S" CONCRE'!'E rOOTING WI 2- I~ CONl1NUOUS
REBAR (TYP.)
~
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12'
ClEARANCE MIN.
00
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CITY OF CLEARWATER CODE LANDSCAPE REQUIREMENTS:
.NOTE: CALCULATIONS ARE BASED ON THE PORTION OF THE SITE BEING REVISED
ONLY.
PERIMETER
1 SHADE TREE OR 2 ACCENT TREES PER 40 L.F. FRONTAGE REQUIRED
500 l..F. ALONG HIGHLAND AVE. / 40 = 12.5 TREES REQ., 12.5 PROPOSED
1 EX, TREE TO REMAIN (CLUSTER OF 3 PALMS),
23 ACCENT TREES (WHICH COUNT AS 11.5 TREES) PROPOSED
NO lARGE SHADE TREES ALONG HIGHLAND AVE DUE TO OVERHEAD POWER LINES
OVER 75% SHRUBBED AS REQUIRED
lNTERIOR
VEHICULAR USE AREA ::: APPROX. 102,063 S.F.
6% OF V.U. AREA REQUIRED PLANTING == 6,124 S.F.
10,855 S.F. PROPOSED
1 SHADE TREE OR 2 ACCENT TREES PER 200 S.F. REQUIRED
6,124 S.F. / 200 == 30.6 TREES REQ., 31 PROVIDED INCLUDING EX. TREES TO
REMAIN
7 EX. TREES TO REMAIN (INCLUDING CLUSTER OF 3 PALMS), 8 SHADE TREES
PROPOSED, 16 ACCENT TREES PROPOSED (WHICH COUNT AS 8), AND 24 PALMS
PROPOSED (WHICH COUNT AS 8)
# REQ. SHRUBS::: (.06 X 102,063 S.F.) / 18 = 340.21 REQ.. 1,180 PROPOSED
~m
TRF =: (.75 X 124" OF TOTAL EX. TREES) - 75" OF EX, TREES TO REMAIN =: 18"
REQ. REPLACEMENT
16" PROPOSED REPLACEMENT BY OAKS
22" PROPOSED REPLACEMENT BY CRAPE MYRTLES
56" PROPOSED REPLACEMENT BY HOLLY TREES
~~
~~.
~ EX, RECIPROCAL EASEMENT ~
146' _ ~_ OR. BOOK 8324, PAGE 831
-'---='~:r--
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TRAFFIC
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NOTES:
Zoning Approved
CITY OF CLEARWATER
PLANNING DEPT.
ey_
OATE_
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Existi.":o trees to be boyricoded and soved ore marked,
Borrico-'des shol consist of 2" x 4" lumber spaced no more
thar 6 feet aport. Posts to be min'mum 4' length with l'
min'm~.;;Yl anchared in arOund. Posts to be conr,ected with
-'
1" x 2" :umber ro:!s and shal! be securely attached to the
top of upright posts, Any e1evot:on change greater tharj 2'
shal, recuire tree wells,
.. 1."-
,C'v
10. The landscape cOlltroctor is responsib!e for fuly
maintaining ol! p arlting (includ'ng but not limited to:
watering, sproying, Mulching, fertilizing, etc,) or planting
areas and lovvns until the work is accepted in toto by he
lar:dscape arChitect and the owner,
1 'I. All pia "Its she: be guaranteed for 90 days from firal
inspecfon and occeptonce, Fill trees she!l De guaranteed an
additional 18J doys,
.,. , ~
~<!r~EL'TIm:]@!
L1lJj JUt 1 '7 2002 J@
, ._-~-_...~,"-_._._-".._._.J
Pi.Ai'\NiNG ~ DL~L:LOPM1:J'H svc:;
CITY OF CLEARWATER
....--~_.or.__~__
2.
All p!onts must be rleoithy, vigorous materia!, free of pests
and disease,
Quantity
12
72
46
28
350
333
11
540
12
53
160
63
Item Common Name
Quercus virginiana Live Oak
Trachelospermurn jasminoides Confederate Jasmine
Hymenocallis latifolia Spider Lily
Ilex attenuata 'East Palatka' East Palatka Holly
Ilex cornuta 'Carissa' Carissa Holly
Jasminum volubile Wax Jasmine
Lagerstroemia indica 'Muskogee' Crepe Myrtle - Muskogee
Raphiolepis indica Indian Hawthorne
Syagrus romanzoffianum Queen Palm
Tripsacum dactyloides Fakahatchee Grass
Viburnum suspensurTI Sandankwa Viburnurn
Lantana camara Yellow Lantana
Size
"::(
v.
Ail plants sho I be Florida Gyade ~~o,
ca~
I
I
I
I
.
or better
10' ht. 2.5"
1 gal.
7 gal.
8' ht 2" cal
,
12. Al P ants ore Subject to approval by the ovmer or owner s
representa' , Prior to p!o'1:ing, 011 trees '!lust be
approved by the owner or ov,r:er's represe:ltative,
4.
All plants mJst be container-grown or oa!leo and bu pped
os irjdicoted in the p!ont list.
Ail plants shal be triongu:oteiy spocea.
18, Ail trimming underta~en on a protected tree sho I be pruned
in accordance vlith the ANS A-300 pruning standards,
r:;
v,
13. All p'OlltS 0 planting areas must be completetymulched os
specified Vi three (3) inches of Cypress Mulch.
14. Standards set forth in "American Standards for ~~ursery
Stock" represent guidel'ne spec:ficot:ons on and sha'!
con stitute M \~ M U V 0 u 0 I :ty req u' rements for pia nt mote ria!.
15. AI' landscaped areas shail be provided with on irrigation
system that suppies 100 percent coverage to all required
londscap'ng pia material. Ire irrigot'on syster:< May consist
of or' outo"Y"iatic underground system and/or cr;p system,
6.
Prior ta construction the andscape contractor- sha'l be
responsible for locating 01; underground utilities or'ld sf-wll
avo:d damage to 01 utilities during e course of the work.
The la"idsccpe contractor is responsible foe repairing any
a'ld all damoge to ut":ties, structures, site opwtenonces,
etc,; which occur os a result of the !andscope contractor,
19. A! tree roots existing with'n approved improvement creas and
originating from a protected tree sna! be severed ciear, at the
Imits of the preserved orea. Prun'na S'loll be done us'no 0
-' ~
~j ," p
DOSKO Root. runer or coproved eq'uol.
DRAWN BY
EL-H
CHECKED BY
MAC
DATE
10/05/01
SCALE
1/1 - 40/-0/1
--
JOB NO,
SHEET
L1
"
! 3 gal. 18" x 18"
I 3 gal. 18" x 18"
-~ 8' hi 2" cal slandrd
,
!
3 gal. 18" x 18"
12' C.T.
20. During land clterafon and construct:on activities, it Sr'Gll
be un!awful :0 remcve vegetotio'l by grubbing w to p oce
soil depos:ts, debr:s, solvents, construction materiel,
machinery or other equipment of o,:y kirid WI 'n the dripline
of 0 tree to remain or the site unless otherwise approved,
21. AI trees to rema'r must be protected by tree pro:ec-'on
bcrr'codes meetinc tne min'rnurn stondards snown on the
"
cttached d:agrarn, Protective bwricades sholl remain in place
un+'1 land alteration and construction activ't:es ore cO"Y',pleted,
7.
8,
AI! trees must be gutted and stoked os snown in the details.
The landscape co roctor is resporlsib1e foy verifying 0
quantities shown 0" these pions before pricing the work.
AI planting sholl be done in Gccordonce witrl occeptabie
Ho...ticutural pract'ces. is is to inc!uce p"'oper planting
mix, plant bed and tree preparation, pru'lilig, sta~ing or
g lng, wrapp'ng, spraying, fertilization, planting Gnd
ooea0ate ma'rtenonce until acceptance by t0e owner.
a
,-"
16, The irrigation system sha be des'gred to rn;nim~ze root
disturbonce to existing trees an,d o:ney vegetaticil to be retoined,
No 'rrigotion is required with:" trese arees.
3 gal.
3 gal. 24" x 24"
1 gal., Full
17. All proposed shrubs sholl be of sufficie height so that
they ore 0 r'n'nirnum of 24" above the fi,'sheo pavement
elevotion Of the park;r:9 area adjoce"!t to the said shrub,
l!\;,J".~~ ~~
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OQAL EASEM EN T
~ AND OPERATION
NT O.R. 8324, GE
~"-CROSS PAR G-
~~EW
PU\NTER
---~
L
(1) LIVE OAK
(302) IND, HAY/THORNE
(4) HOLLY TREES
(66) CARISSA HOLLY
(6) QUEEN PALMS
(75) Y/AX JASMINE
(4) HOllY TREES
~~
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TREE BARRICADE
w
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TREE BARRICADE
10' EX, PALM
(12) FAKAHATCHEE GRASS ~(3) CRAPE MYRTLE
(9) SPIDER LILY /' ~12) FAKAHATCHEE GRASS-
(17) IND. HA \,v'THORNE
(10) CARISSA HOllY
(43) VIBURNUM
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il <1 <.1 .d (/
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DRAWN BY
EL-H
CHECKED BY
MAC
DATE
10/05/01
-" SCALE
1'1 - 20/-0/1
-
JOB NO.
r----" .
SHEET
L2
2-ADv-A- TIE (BLACi<) TIES
+5, 1 "WIDE
DR'VE 2"x2" PIf.E
STA'<E ,~T MJGLE
AND DRAW VERT!CAL
17 ________ SI'JGLE STEM O~ILY
I I ________
\\
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II I 3" ~l:':_CH
II / 3" - 4" EARTH SAUCER
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