FLD2003-09051 (2)
FLD2003-09051
16151JNION ST
FAMILY RE:SOURCES, INC.
PLANNER OF llliCORD: WW
ATLAS # 252B
ZONING: I
LAND USE: INS
RECEIVED: 09/25/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT':
DRC:
CDB:
CL W CoverSheet
~~
TIDEMARK
COMPUTER SYSTEMS INC
Case Activity Listing
Case #: FLD2003-09051
1615 UNION ST
12/4/2003..
4:11:42PM
Activity Description
FLOOD 1 0 Stormwater Review
Date 1
9/25/2003
, :~=:~~,-:_~<: ~~~;---~:,
D~{~~~-l;lJoid~: -
11/21/200:: None
DO~~c'1'e~.':Updated
-By~Jt~~;_. By
J K ll/21/2002
J K
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. ..- - ,~ - -_ 'co_:_:~_1_~_',_I._~i~.?__i_~_._~-__:
N~f~:~-ni _.,,; cococ; -
I. Need a SIte plan showmg stormwater system that meets the
CIty of Clearwater DraInage Cntena pnor to DO. 11121 Met
2. ProVIde cross section s along property hnes 11114 Met
3. ProVIde Dramage CalculatIOns in accordance wIth City of
Clearwater DesIgn Cntena 11/14 Not met. Need reqUIred
volume calcualtIOns as well as peak dIscharge rate calculatIOns.
11/21 Met.
4. ReqUIred storage volume shall mlcude the eXIsting pond
vol ume pi us dl fference m runoff created by new impervlOus
(mcludmg 50% crClht for redevelopment). Alternative may.
back to raw I and and use predevelopment "C" value of O. 20
11/14 Not met Smce thiS IS an addItIon ofimpervlOus to
eXlstmg pond system, pond must be enlarged to accommo!(late
eXlstmg pond volume PLUS that which IS requITed by the
Increase In ImpervIOUS. Alternatively, the eXIsting pond volume
can be Ignored If, and oni y If, me predevelopmem C value of
.20 IS used as the eXlstmg land condtion Wlthm the mod1fied
ratIonal method calculation. 11121 Met
5. Provide subsurface Investigation by ageotechmcal engIneer
In support ofMODRET mput assumptions. 1l/14 NRCS Soil
Survey data IS suffiCIent for COB approval During BuIlding
Penmt reVIew, a subsurface InvestigatIon wIll be requIred to
ven fy MODRET assumptions.
6. ProVIde assurance that head pressure In pond will not cause
pIpmg through pond banks and berm. We are concerned that
pIpmg may saturate lower adjacent land and/or may lead to
catastophlc berm faIlure, In particular along the southwest
comer 11114 Not met Statement that berm faIlure IS unhk.
does not proVide reasonable assurance for protection ofadJa
property owners GIven the proposed cross sectIon (steepness
WIth no berm WIdth) we need a sealed engineering analYSIS from
a qualIfied IndIvIdual to address the ongInal concerns 11120
To be addressed In detail dunng BCP reVIew, subsurface de~lIgn
may be requIred
7 How IS translstlon from pond top of bank to adjacent >,
property proposed. There IS approx 3 feet of elevatIOn
dIfference and 2 feet ofhonzontaI. 11/14 Not met. Stili a
concern along the SW comer of pond, cross section seems to
demonstrate best-case scenano, please evaluate perpendIcular to
south property I me at or near the tangent of the curv e at pond
top of bank 11/21 met
8. How IS outfall controlled? No outfall control structure
Date 2
Disp
DONE
Assigned
To
Cas.ActlVlty rpt
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Page3 of 5
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TIDEMARK
COMPUTER SYSTEMS INC
Activity ; - _ Description
FLDD020 FIre Review
FLDD030 Park & Rec RevIew
FLDD040 Solid Waste RevIew
FLDA140 SIte VIsit
FLDA040 DRC Meeting
Case Activity Listing
Case #: FLD2003-09051
1615 UNION ST
Date 1
_ ~1)~f~~h, ,Hold
Disp
- Assigifefr'!'f~";~_,
io:0:~f~:i~~, ,
12/4/2003..
4:11:42PM
...
-~~~~-t:ted Notes -:_ - <
shoWIJ. Show control structure With Welr slzmg calculatIons.
11/14 Not met. Since pond IS not desIgned to retam the entIre
l00-year stonn, some contro 1 of runoff peak must be proposed.
11/21 Met fQT25-'y~"d~lgii> '!
9. Outfan water may contam vel 00 tles capable of erosIon ,of
adjacent property. Demonstrate pennenant control of erosion
due to the overland flow. 11/14 Not met, a spreader swale or
siml Jar measure to create a non-erOSIVe, low velOCIty conq~tlOn
must be desIgned 11/2] Met desIgn shows gomg mto storm
sewer a
10 ProVIde cross sectlons through the retentIOn pond to exte_
50 feet beyond property hne ] 1114 Met
The above comments need to be addressed pnor to DO
1] SWFWMD pennlt needs to be proVIded pnor to any ,
bUlldmg pennlts
11/20/2002 1) FIRE ALARM SYSTEM ARE REQUIRED TO BE
D A INSTALLED ACCORDING TO NFPA-72, BY LICENSED
- FIRE AlARM CONTRAcroR.
2) PROVIDE 28' Ff TURN RADIUS'
3) PROVIDE CUL-DE-SAC WITH 50' IT CENTERLINE
TURNING RADIUS
4) APPLICABLE CODE SUMMARY SHALL REFLECT
ADHERENCE TO FLORIDA FIRE PREVENTION
CODE-200l EDITION
5) FIRE SPRINKLER PROTECfION MAY BE REQUIRED
10/16/2002 No P&R comment smce thIS property already satIsfied the Open
DWR Space reqUIrement on 8/15/84
:~T'
!.
11/10/2002 How WIll solId waste be handled? (10/] 7 turn around not -.yide
TJG enough need to relocate Dumpster enclosure) .
12/4/2003
WW
10/19/2002 DRe 10/30/03
WW
CaseACII,VlIY rpl
Date 2
9/25/2003 10/15/2002 10/2/2003 None
DONE
DA
9/25/2003
10/16/2002 None
DONE
DWR
9/25/2003 10/17/2002 11110/200:' None
DONE
TJG
9/25/2003
12/1/2003 None DONE
WW
9/25/2003
10/19/200:' None DONE
WW
Page 4 of5
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LAN D- NAN N INC.
ENVI RON!v\ENTA~ ·
TRANSPORTATION.
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STORMWATER REPORT
FOR:
FAMILY RESOURCE CENTER
PROJECT
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November 2003
Project No. 0345
601 ClEVELAN D STREET, SUITE 930
CLEARWATER, FLORI DA 33755
NESADMIN@MINDSPRING COM
N ESTECH@MINDSPRING.CO/...'
727 . 443 . 2869 FAX 727 ' 446 . 8036
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NORTHSIDE ENGINEERING SERVICES
25 YEAR STORM EVENT
PROJECT: Family Resources
PROJECT NO. 345
RUN.OFF COEFFICIENTS
PRE.CONSTRUCTION
TOTAL DRAINAGE AREA=
IMP. AREA=
POND AREA=
PERV. AREA=
C=
0.20
POST.CONSTRUCTION
TOTAL DRAINAGE AREA=
IMP. AREA=
POND AREA=
PERV AREA=
C=
0.63
STORAGE CALCULATION
PRE.CONSTRUCTION
DRAINAGE AREA =
TIME OF CONC. Tc =
I @ Tc =60 (25 YEAR EVENT)=
Q(out) = C x I x A =
POST-CONSTRUCTION
TIME
(MIN I
60.00
I
(IN/HR)
3.60
MAX. STORAGE =
TOTAL VOLUME REQUIRED = MAX. STORAGE REQUIRED =
TOTAL VOLUME PROVIDED = MAX. STORAGE PROVIDED =
.
",,_' '-",_ _ "-' __ "-Jf",'-~.
45,639 SF 1.05 AC
o SF OF IMP. AREA@C=
o SF OF POND AREA @ C =
45,639 SF OF PERV AREA @ C =
45,639 SF 1 05 AC
24,083 SF OF IMP AREA @ C =
3,690 SF OF POND AREA @ C =
17,866 SF OF PERV AREA @ C =
1.05 AC
60 MIN
3 60 IN/HR
0.75 CFS
Q(m)
(CFS)
2.39
INFLOW
(CF)
8,610
OUTFLOW
(CF)
2,716
5,894 CF
5,894 CF
6,254 CF
STORAGE
(CF)
5,894
- ..-
0.45
1
0.2
0.9
1
02
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PROJECT NAME:
Family Resources
PROJECT NO. :
345
POND'S STAGE STORAGE DATA:
STAGE AREA AREA STORAGE
ft-NGVD SF AC CF
T.O.B. EL.= 44.00 5,621 0.129 8,919
/43.75 5,331 0.122 7,550
D.H.W.25 EL.= 43.50 5,040 0.116 6,254
43.25 4,750 0.109 5,030
W.Q. EL.= 43.00 4,460 0.102 3,879
42.50 3,879 0.089 1,794
BOTTOM EL.= 42.00 3,298 0.076 0
TOTAL WATER QUALITY CALCULATIONS:
DRAINAGE AREA =
45,639 SF
REQUIRED WATER QUALITY DEPTH =
0.50 IN
REQUIRED WATER QUALITY VOLUME =
1,902 CF
PROPOSED OUTFALL ELEVATION =
43.00
AVAILABLE WATER QUALITY =
3,879 CF
.
e
NORTHSIDE ENGINEERING SERVICES
25 YEAR STORM EVENT
PROJECT: FAMILY RESOURCES CENTEF
JOB NUMBER~ 345
WEIR DESIGN CALCULATIONS
Q = CLH 1.5
Q = 3.31 (0.58)(0.50) 1.5
Q =0.46 CFS
L = LENGTH OF WEIR = 0.58' or 7"
Q = QUANTITY (CFS) = 0.46
C= WEIR COEFFICIENT = 3.31
H = HEAD ON WEIR = 0.50 or 6"
PRE DEVELOPMENT Q = 0.75 CFS (SEE ATTACHED MODIFIED RATIO~
THE PROPOSED 0.69 CFS DISCHARGE IS LESS THAN THE
PRE-DEVELOPMENT DISCHARGE OF 0.75 CFS. THEREFORE,
THE PROPOSED 2' WEIR LENGTH IS ACCEPTABLE.
, .,
e
.
NORTHSIDE ENGINEERING SERVICES
POND DRAWDOWN ANALYSIS
PROJECT:
Family Resources
PROJECT NO.:
345
VOLUME PROVIDED = 3,879 C.F.
BOTTOM OF SLOT ELEV. = 4300 POND AREA (SF) = 4,460 S F.
BOTTOM OF POND ELEV. = 4200 POND AREA (SF) = 3,298 S.F
UNDERDRAIN INVERT ELEV. = 41 00
COEFFICIENT OF PERMEABILITY (K) = 0.09 FT/MIN
LENGTH OF UNDERDRAlN = 46 FT
SIZE OF UNDERDRAIN = 6 INCH
ELEV. AVG.HEAD INCR HEAD L(AVG) HYD. GRAD. IL TER ARE~ FLOW POND AREA INCR VOL. INCR TIME
FT FT FT FT FT/FT S.F. CFM S.F. C.F. MIN.
43.00 4,460
163 0.25 2.75 0.59 72 384 1,078 281
42.75 4,170
1.38 0.25 275 050 72 325 1,006 309
4250 3,879
1.13 0.25 275 041 72 266 933 351
42.25 3,589
088 025 275 0.32 72 2.07 861 416
42.00 3,298
TOTAL DRAWDOWN VOLUME =
3,878
CF
TOTAL DRAWDOWN TIME =
22.6
HOURS
FAf1IL Y ReSOURCeS. INC.
II. S.d Sh.lttrr and Fami/II Counstrlmg C.nt.r
"15 Union St.reet.. Clearwat.er, PL
ARCHITECTURAL SITE PLAN
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SHeL TeR ANC:lLl.A~Y A~e..a 2050 SF
SHeLlER OI'-F-ICe AfilE:"S 'IS!; 91"
TOTAL A/C eUllOlt,lCi AREA 8460 Sf'
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Aerial Map
Owner:
Mooring Capital Fund, L.L.C.
Case:
FLD2003-09051
Site:
1615 Union Street
Property
Size (Acres) :
1.04 acres
PIN: 02/29/15/00000/12010500
Atlas Page: 2528
Location Map
Owner:
Mooring Capital Fund, L.L.C.
Case:
FLD2003-09051
Site:
1615 Union Street
Property
Size(Acres):
1.04 acres
PIN: 02/29/15/00000/12010500
Atlas Page: 2528
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Zoning Map
1615 Union Street
Case:
FLD2003-09051
Property
Size (Acres) :
1.04 acres
PIN:
02/29/15/00000/120/0500
Atlas Page:
2528
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Existing Surrounding Uses Map
Owner:
Mooring Capital Fund, L.L.C.
Case:
Site:
1615 Union Street
Property
Size(Acres):
PIN:
Atlas Page:
FLD2003-09051
1.04 acres
02/29/15/00000/120/0500
2528
View looking south at east side of subject
property
View looking south along west property line of subject
property (fences are on single family dwelling
properties)
1615 Union Street
FLD2003-09051
View looking south at west side of subject property
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View looking south at rear of subject property
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View looking south at church east of subject property
(view along common property line with subject
property)
1615 Union Street
FLD2003-09051
View looking south at church east of subject
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SECTION 2, TOWNSHIP 29 SOUTH, RANGE 15 EAST
PINELlAS COUNTY, flORIDA
FIELD BOOK 29, PAGE 72
W JOB #23121
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CEN'IENJN[ OF' $AD stcTNJH Z. 3U fEU: 1IfBIrE SII.fIH anS2.r EAsT. Inn fEET. 1MEHCE NDR1H
01"34"'" EAST" 313 FEET TO DIE IIIKIH BC:lMJMY ... OF SAD SEC'lnI 7:0 1HEN1% \llEST AlDtIC SAD
HDRTH 8OUNI)ARY L..N; 144 rttr to ...... IF --. lESS 'Dt! NtlmERLy 33 fUT 'DDEDF.
COtITAHNG 1 04 ACR[$ DR eeD.1 5IiIUARE FIEI:. IGIIE 011 LESS
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COU NTY.
SH EET
NUMBER 11
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Soil name and mapping
unit symbol
Flood hazard
Adamsville: Ad__________ Once in 20 to 50 years for 2 to
7 days.
SOIL SURVEY
Depth to seasonal high water
table
Less than 10 inches for 1 or 2
months.
Asta tula :
Af B___________ ___ _ ____ None_ _ _ _____________________ More than 80 inches all year____
AfC________ ___________ N one_ _ _____ _______ _ _________ More than 80 inches all year____
As____________________ None________________________ From 40 to 60 inches for 6 to
12 months.
Astor:
AL___________________ Every year for 6 months or
more.
Au____________________ Every year for 6 months or
more.
Less than 10 inches for 6
months or more.
Less than 10 inches for 6
months or more.
Charlotte: Ch___________ Every year for 1 to 6 months____ Less than 15 inches for 2 to 6
months.
Coastal beaches: Co______ Varies with tide_______________ Varies with tide_______________
Elred: Ed_______________ Once in 5 to 20 years for 7 to
30 days.
Felda:
Fd____________________ Once in 5 to 20 years for 7 to
30 days.
Less than 10 inches for 1 or 2
months.
Less than 10 inches for 2 to 6
months.
Fe____________________ Every year for 1 to 6 months___ Less than 10 inches for 6 to 12
months.
Fellowship: Fh__________ None________________________ Less than 10 inches for 1 or 2
months.
Immokalee:
Im__________ Once in 5 to 20 years for 7 to
30 days.
Made land: Ma, Md.
No valid estimates can
be made.
Manatee:
Less than 10 inches for 1 or 2
months.
Mn___________ Every year for 1 to 6 months____ Less than 10 inches fori6 to 12
months.
Myakka: My___________ Once in 5 to 20 years for 7 to
30 days.
Less than 10 inches for 1 to 4
months.
Okeechobee: Ok________J Ev~ry year for 6 to 12 months__ Less than 10 inches for 6 to 12
months.
Oldsmar: Om____________ Once in 5 to 20 years for 7 to
30 days.
Orlando: Or_____________ Once in 5 to 20 years for 7 to
30 days.
Less than 10 inches for 1 or 2
months.
See footnotes at end of table.
Palm Beach: Pa_________ None________________________ From 40 to 60 inches for 6 to
12 months.
Less than 10 inches for 1 or 2
mon ths.
d
.1
PlL'I'ELLAS COUNTy, FLORIDA
39
.~ .
TABLE 5.-Estimat4d, engineering
[Absence 'of data means
Depth
from
sUrface :-
f .,
properties oj the soils
no estimates were made]
CI%'l1ufication
"
Classification-Con tin ued Percentage Percentage passing sieve-
of coarse -- Available
fragments Permeability water Reaction Shrink-swell
more than 3 No.4 No. 10 No. 40 No. 200 capacity potential
Unified AASHO inches in (4.7 (2.0 (0.42 (0.074
diameter mm..) mm.) mm.) mm.)
,
SP, SP-SM A-3 0 100 100 In.fllT. In./in. of soil pH
95-100 "3-12 >20 <0.05 4. 5-5. 5 Low.
.
SP A-3 0 100 100 90-99 1-5 >20 <0.05 4. 5-6. 0 Low.
SP A-3 0 100 100 90-99 1-5 >20 <0.05 4. 5-6. 0 Low.
SP-SM, SP A-3 0 100 100 85-99 2-12 >20 <0.05 4. 5-6. 0 Low.
SP-SM A-2 0 100 100 90-99 5-12 6. 3-20. 0 >0.20 5. 6-6, 5 Low.
SP A-3 0 100 100 90-99 2-5 6.3-20.0 <0.05 6. 1-7. 8 Low.
SP,~M A-2 or A-a 0 100 100 85-99 5-12 (1) (1) (1) Variable.
SP-SM, SP A-3 0 100 100 75-98 2-12 >20 <0.05 5. 6-8. 4 Low.
-------------- ------------ (I) (I) (I) (1) (I) >20 <0.05 ---------- Low.
SP A-3 0 100 100 90-99 1-5 6. 3-20. 0 0.05 5. 6-7. 8 Low.
SC,SM A-2-6, 0 100 100 90-99 12-30 O. 63-2. 0 O. 10-0. 15 6. 6-7. 3 Low.
A-2-4
GP,SP A-3 5-10 40-80 35-70 30-65 1-5 6.3-20.0 <0.05 6. 1-7. 8 Low.
SP A-3 0 100 100 90-99 2-5 6.3-20.0 <0.05 5. 1-7. a Low.
SM-SC, SC A-2 0 100 100 90-99 15-35 0.63-2.0 O. 10-0. 15 6. 1-7.8 Low..
GP-SP A-3 5-10 40-70 35-65 30-60 1-5 6.3-20.0 <0.05 7. 9-8. 4 Low.
SP A-3 0 100 100 90-99 2-5 6.3-20.0 <0.05 5. 1-7. 3 Low.
SM-SC, SC A-2-4 0 100 100 90-99 15-35 0.63-2.0 O. 10-0. 15 6. 1-7. 8 Low.
GP A-3 5-10 40-70 35-65 30-60 1-5 6. 3-20. 0 <0.05 7. 9-8. 4 Low.
SP-SM A-2 0 100 100 90-99 5-12 0.63-2.0 O. 05-0. 10 4. 5--5. 5 Low.
CL, CH, SC A-6, A-7 0 100 100 90-99 40-60 O. 06-0. 20 O. 10-0. 15 4. 5-5. 5 High.
eL, CH,SC A-6, A-7 0 100 100 95-99 40-85 <0.06 O. 10-0. 15 5. 1-6. 0 High.
SP A-3 0 100 100 80-100 2-10 6.3-20.0 <0.05 4. 5-5. 5 LOW.
SP-SM, SM A-3, A-2 0 100 100 80-100 5-20 O. 63-6. 3 O. 10-0. 15 4. 5-5. 5 Low.
SP A-3 0 100 100 80-100 2-10 6.3-20.0 <0.05 4. 5-5. 5 Low.
SP-SM A-2 0 100 100 90-99 5-12 2. 0-6. 3 >0.20 6. 1-7. 8 Low.
SC, SC-8M A-2-4 0 100 100 90-99 15-35 0.63-2.0 O. 10-0. 15 6. 1-7. 8 Low.
SP A-3 0 100 100 90-99 2-5 6. 3-20. 0 <0.05 6. 1-7. 8 Low.
SP, SP-8M A-3 0 100 100 80-100 2-10 6.3-20.0 <0.05 4. 5-6. 5 Low.
SP-8M, 8M A-3 0 100 100 80-100 5-20 O. 63-2. 0 O. 10-0. 15 4. 5-6. 5 Low.
SP-SM, SP A-3 0 100 100 80-100 2-10 6.3-20.0 <0.05 4. 5-6. 5 Low.
Pt ------------ 0 -------- -------- -------- 6. 3-20. 0 >0.20 5. 6-8. 4 High.2
Pt --------
------------ 0 -------- -------- - - - --;:-- -------- 6. 3-20. 0 >0.20 5. 6-8. 4 High.a
SP A-3 0 100 100 90-99 2-5 6. 3-20. 0 <0.05 4. 5--5. 5 Low.
SP-SM, SM A-3 0 100 100 90-99 5-20 2. 0-6. 3 O. 05-0. 10 4. 5-6. 5 Low.
SM-SC, SC A-2-6 0 100 100 90-99 20-35 0.63-2.0 O. 10-0. 15 6.1-8.4 Low.
SP-SM A-3 0 100 100 90-99 5-12 >20 O. 10-0. 15 4. 5-5. 5 Low.
SP-SM A-3 0 100 100 90-99 5-12 >20 <0.05 4. 5-5. 5 Low.
SP, GP A-3, A-I 5-25 35-95 40-94 15-90 1-5 >20 <0.05 7. 4-8. 4 Low.
USDA
Inclies
0-80 Fine sand______________
0-80
0-80
0-80
0-26
26-80
(1)
0-80
(1)
0-30
30-35
35-62
Fine sand. __ _ ____ _ _ ____
Fine sand_ ___ _____n___
Fine sand______________
Fine sand______________
Fine sand. _ _ ___ ______ __
Fine sand. _ _ _____ _ _ ____
Fine sand_ _ _ __ ___ ____ __
Fine sand, shelL _ _ _ __ _ _ _
Fine sand__ _ __ _______ __
Fine sandy loam_ __ _ _ _ __
Sand, shell______________
0-30 Fine sand__ ___n_______
30-41 Fine sandy loam, loamy
fine sand.
41-60 Shell, sand__n__________
0-26 Fine sand______________
26-38 Fine sandy loam, loamy
fine sand.
38-62 SheIL____ __ _ ___ ____ ---
0-11
11-23
23-70
0-36
36-50
50-80
0-18
18--44
44-72
0-16
16-25
25-84
0-26
26-55
0-34
34-44
44-65
0-16
16-80
Loamy fine sand________
Silty clay_______________
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PINElLAS COUNTY, FLORIDA
FIELD BOOK 29, PAGE 72
JOB #23121
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CITY OF CLEARWATER
PIANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRlLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
loNG RANGE PIANNING
DEVELOPMENT REVIEW
December 18, 2003
Ms. Nina Bandoni
Turnstone Properties
49 Turnstone Drive
Safety Harbor, FL 34695
RE: Development Order - Case FLD2003-0905l - l6l5 Union Street
Dear Ms. Bandoni:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On December 16, 2003, the Community Development Board reviewed your
Flexible Development application to permit a residential shelter (16 beds for youth in crisis) and
a social/public service agency in the Institutional District with a reduction of the side (east)
setback from 10 feet to 8.5 feet (to pavement), a reduction of the side (west) setback from 10 feet
to 9.5 feet (to pavement), a deviation to allow the residential shelter 900 feet (instead of 600 feet)
from a transit line and a deviation to allow a social/public service agency adjacent to residentially
zoned property, as part of a Comprehensive Infill Redevelopment Project, under the provisions of
Section 2-l204.A, and a reduction of the landscape buffer along the side (west) property line
from 12 feet to 9.5 feet, as part of a Comprehensive Landscape Program, under the provisions of
Section 3-1202.G. The Community Development Board (CDB) APPROVED the application
with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-1204.A.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913 and the Comprehensive Landscape Program per
Section 3-1202.G.
3. The development is compatible with the surrounding area.
Conditions of Approval:
1. That the residential shelter be limited to a maximum of l6 beds for youth in crisis, not for
youth who have committed crimes;
BRIAN] AUNGST, MAYOR-COMMISSIONER
HoYT HAM 11 lON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, CO~\MIS~IONER
FRANK HIllBARD, COMMISSIONER * BILl JONSON, COMMIS~IONI R
"EQUAL EMPLOYMFNT AND AFFIRMA1IVE Ac liON EMPlOYER"
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December 18,2003
Bandoni - Page Two
2. That the final design and color of the building be consistent with the conceptual elevations
submitted to, or as modified by, the CDB;
3. That, prior to the issuance of any permits for this project, a revised landscape plan be
submitted ensuring proposed trees are properly located in relation to drainage pipes and
existing tree canopy, interior landscape areas are properly delineated and calculated and plant
sizes meet Code provisions;
4. That a tree preservation plan be submitted prior to issuance of any permits to address the
impacts of the proposed development on existing trees; and
5. That the dumpster enclosure and freestanding, monument-style sign be consistent in materials
and color as the principal building.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (December 16, 2004). All required certificates of occupancy
shall be obtained within one year of the date of issuance of the building permit. Time frames do
not change with successive owners. The Community Development Coordinator may grant an
extension of time for a period not to exceed one year and only within the original period of
validity. The Community Development Board may approve one additional extension of time
after the community development coordinator's extension to initiate a building permit
application.
The issuance of this Development Order does not relieve you of the necessity to obtain any
building permits or pay any impact fees that may be required. In order to facilitate the issuance
of any permit or license affected by this approval, please bring a copy of this letter with you when
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of this Development Order. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your
case expires on January l, 2004 (14 days from the date of this Development Order).
If you have any questions, please do not hesitate to call Wayne M. Wells, Senior Planner, at 727-
562-4504. You can access zoning information for parcels within the City through our website:
www.myclearwater.com/gov/depts/planning. *Make Us Your Favorite!
Sincerely,
~
Cynthia H. Tarapani, AICP
Planning Director
IIMS5clPDSIPlanntng DepartmentlC D BIFLEXlPendmg cases I Up for the next CDBIUmon 1615 Famzly Resources (I)IUmon 1615
Development Order doc
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LEGAL DESCRIPTION
CO......ENCING AT THE NORTHWEST CORNER OF THE NORTHWEST
1/4 OF THE NORTHEAST 1/4 OF SECTION 2,
TOWNSHIP 29 SOUTH, RANGE 15 EAST AS A POINT OF BEGINNING,
RUN SOUTH ALONG THE NORTH-SOUTH
CENTERLINE OF SAID SECTION 2, 363 FEET: THENCE
SOUTH 89-15'23" EAST, 133.23 FEET: THENCE NORTH
01-34'59- EAST, 363 FEET TO THE NORTH BOUNDARY LINE
OF SAID SECTION 2: THENCE WEST ALONG SAID
NORTH BOUNDARY LINE 144 FEET TO POINT OF BEGINNING,
LESS THE NORTHERLY 33 FEET THEREOF.
CONTAINING 1.04 ACRES OR 45639.1 SQUARE FEET, "'ORE OR LESS
FLOOD ZONE INFORMATION
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE X PER FLOOD INSURANCE RATE "'AP 12103C0107G
"'AP REVISED: 09/03/2003
SURVEY INFOR...ATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
DONALD E. AR"'STRONG JR., FLORIDA SURVEYOR'S REGISTRATION 15083
DATED: 07/16/03
PHILIPPI ASSOCIATES, P.A.
architecture / urban design
3637 4th Street North, Suite 230, St. Petersburg, Florida 33704
Telephone (727) 822-7526 Fax (727) 822-5263 E-Mail: rophilippi@aol..:om
SECTION 2, TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
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SITE DATA
EXISTING (E)
PROPOSED (P)
REQUIRED
ZONING:
INSTITUTIONAL
INSTITUTIONAL
INSTITUTIONAL
LAND USE:
INSTITUTIONAL
INSTITUTIONAL
INSTITUTIONAL
USAGE:
EDUCA lIONAL
FACIUTY
CO...PREHENSIVE INFILL
SHELTER
LOT AREA:
45,639 S.F.
1.05 ACRES
20,000 S.F.
0.45 ACRES
45,639 S.F.
1.05 ACRES
BUILDING COVERAGE:
(S.F. 4: " OF GROSS SITE)
GROSS FLOOR AREA (S.F.):
F.A.R.:
6,920 S.F.
15"
8,450 S.F.
19"
rAM. SERV. ornCE 4,565 s.r.
SHELTER 3,885 S.F.
TOTAL 8,450 S.F.
25' TO PAVE"'ENT
9.5' PAVE"'ENT WEST
8.5' PAVE"'ENT EAST
41.8' - BLDG.
N/A
13,607 S.F.
0.3
37.9'
0.65
FRONT:
25'
BLDG.
SETBACKS: SIDE:
REAR:
12.1'
10'
138.2'
20'
BLDG. HEIGHT:
17' TO ROOF MID POINT
30'
2 STORY
PAVED VEHICULAR USE AREA:
(V.U.A.)
I...PERVIOUS SURFACE RATIO:
(I.S.R.)
OPEN SPACE:
(S.F. &: " OF GROSS SITE)
PARKING LOT INTERIOR LANDSCAPING:
(S.F. &: " OF V.U.A.)
1,606 S.F.
12,313 S.F.
N/A
24,083 S.F.
0.53
19,261 S.F.
0.44
0.85
16,378 S.F.
58"
21,556 S.F.
47"
1,839 S.F'.
14.9"
0.05
10"
PARKING:
25
22
PARKING CALCULATIONS: OFFICE SPACE = 4,565 S.F./1,OOO = 4.565 x 3 = 13.69 SPACES
SHELTER = 16 BEDS; 1 SPACE PER 2 PERSONS = 8 SPACES
22 TOTAL SPACES
Nonhslde Engineering Services,lnc.
CIVIL. LAND PLANNING · ENVIRONMENTAL . TRANSPORTATION
601 CLEVELAND STREET, SUITE 930
CLEARWATER, FLORIDA 33755
(727) 443-2869 Fax: (727) 446-8036
E-MAIL: NESTECH@MINDSPRING.COM
LEGEND
EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION +10.00
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INDEX OF SHEETS
C1.1 CIVil SITE DATA
C1.2 CIVil SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING, DRAINAGE AND
UTILITIES SITE PLAN
C5.1 CIVil SITE DETAilS
C5.2 CIVIL SITE DETAilS
C5.3 LIFT STATION DETAilS
l1.1 LANDSCAPE SITE PLAN
l1.2 LANDSCAPE DETAilS AND
SPECI FICA TIONS
IR 1 IRRIGATION SITE PLAN
A1 ARCHITECTURAL SITE PLAN
A2 BUilDING ELEVATIONS
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TURNSTONE PROPERTIES
49 Turnstone Drive
Safety Harbor, fl 34695
tel. 727-712-1196 fax 727-723-9221
SHEET
C1.1
S.W.F.W.II.D. / EROSION CONTROL NOTES
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF lAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RffiNTlON AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RffiNTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PlAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING.
3. THE RffiNTlON AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE IoN'( ADVERSE WATER QUANTIlY
IN PARTS OFF SITE.
4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACIUTIES. ACTIONS INCLUDED
SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER.
6. ALL SIDE SLOPES OF RffiNTlON OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
40D-4 & 4OD-4O FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RffiNTlON AREA BE FILLED WITH IoN'( OTHER
SUBSTANCE THAN STORMWATER.
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF IoN'( OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PlAN.
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABIU1Y NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE. OIL. GREASE. CHEMICAlS, ETC.
THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMITTED FACILITY.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
FILTER FENCES. BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
IoN'( OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION. ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF IoN'( RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFOKI:: lI'l~-(I\LLlNG
A~ PERMANENT SUBDRAlN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANTY PERIOD.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES
SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUr::~ I
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPECIFICATIONS
THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE
FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MIWMffiRS IN DlM4ffiR; A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER
SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED.
2. THE PERFORATED PIPE SHALL CONSIST OF POl"YVINYL CHLORIDE (PVC) CONFORMING TO
ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIM4EiER I'ERFORATlONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAlN AND ALL OF ITS COMPONENTS.
4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALlATION OF FILTER MEDIA.
5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEt.4.
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL
CLEARING AND GRUBBING NOTES
1. PRIOR TO IoN'( SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENcYS
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COM PIoN'(. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPIoN'(.
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED lANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES. UNLESS OTHERWISE DIRECTED BY THE OWNER.
CLEARING AND GRUBBING NOTES ICON'TI
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING IoN'(
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTlU1Y COMPANIES TO
DISCONNECT OR REMOVE THEIR FACIUTlES PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOUTION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACIUTlES. SHOULD IoN'( DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOUTION.
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINIlY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RffiNTlON/DffiNTlON AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND. RE-SODDED IN ACCORDANCE
TO THE PLANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS.
WATER SYSTEII NOTES
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21 .50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 15FO AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89.
7. ALL FITTINGS 2" AND SMAI..l.ER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS.
8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN
ON DETAILS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WA TEA SYSTEM TESTING AND RtSPECTION REQUlREIENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION. AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. '.JEW WATER MAINS
AFTER COMPLETION OF INSTALlATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
SANITARY SEWER NOTES
1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE. SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALl CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21. COLOR GREEN. WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAlN".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8, OR A 21.51.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAlNS THAT
REQUIRE D.I.P. ARE TO BE POLYUNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
SANITARY SEWER TESTING AND RtSPECTlON REQIIREllENTS
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EXFlLTRATlON TEST ON ALL GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DlM4ffiR PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBIU1Y.
WATER/SEWER CLEARANCE REQUlREIlENTS
VERTICAL CLEARANCE AT CROSSINGS
GAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE lAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS AND WATER JOINTS WILL BE EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN IoN'( TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
PHILIPPI ASSOCIA TES, P. A.
architectUre / Urban design
3637 4th Street North, Suite 230, St. Petersburg, Florida 33704
Telephone (727) 822-7526 Fax (727) 822-5263 E-Mail: rophilippi@aol.com
WATER/SEWER CLEARANCE REQUmEIIENTS ICON'TI
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE.
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFlWNG; OR
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES
GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY
FROM IoN'( EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE
TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FT. SEPARATION, THE
WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE
WATER AND SEWER JOINTS SHALL BE STAGGERED.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFlWNG.
SANITARY SEWER/REClAIMED WATER & PorABLE WATER/REClAIMED WATER SEPARATIONS
WHEN THE REClAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF REClAIMED WATER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN REClAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS.
WHEN REClAIMED WATER LINE IS TRANSPORTING WATER FOR NON PUBLIC ACCESS IRRIGATION:
THE REClAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10 FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE
REClAIMED WATER MAIN AND SANITARY SE.WERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL. (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COUAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING. AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE ClASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-9OO, CLASS 150
STANDARDS. UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RffiNTlON/DETENTlON POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
ELEVATlON(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALl..(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
PAYING, GRADRtG . DRAINAGE TESTING AND INSPECTION REQUIREIENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL roE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR ro THE PLACEMENT OF
BACKFILL
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSI [;,:S UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
PAYING NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL
2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND A~ STRUCTURE.
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALl. STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP Of THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "RONJWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT SHALL CONSIST OF 1-1/2" ASPHALT,
TYPE S-3, ON 6" LlMEROCK BASE COMPACTED TO 98"; OF
MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98"; OF MAXIMUM
DENSIlY PER AASHTO T -180.
RIGHT OF WAY NOTES
1. ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX NO. 700.
2. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED
IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL
3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED
ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES;
REFERENCE FOOT INDEXES 600 THRU 650.
5. INSTALlATION INVOLVING CONCRffi AND ASPHALT DRIVEWAY, IN GOOD CONDITION
MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED.
6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99(1oo,,;).
7. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100:\ OF MAXIMUM
DENSIlY AND SODDED.
8. IoN'( PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE. IN THE OPINION OF PINELlAS COUNTY HIGHWAY DEPARTMENT, SHALL BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELlAS COUNTY
HIGHWAY DEPARTMENT.
9. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES.
10. IoN'( SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED.
SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL
WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT.
11. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS
WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE
SWEPT DAILY AS PART OF DAILY CLEAN-UP.
Nonhslde
RIGHT OF WAY NOTES ICON'TI
12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION.
13. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100"; OF
MAXIMUM DENSITY AND SODDED.
14. DO NOT DISTURBED EXISTING UNDERDRAlN OR STORM SYSTEMS.
15. PROVIDE A MINIMUM OF 3" COVER OVER UTIUTlES AT ALL DITCH CROSSINGS.
16. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELLAS
COUNTY TRAFFIC DMSION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED.
17. THE PERMmEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY
ACT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH
HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650.
SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE
PURSUANT TO THIS PERMIT.
18. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX #515.
19. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT INDI104 &
105.
CONTRACTOR'S RESPONSI8LITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBIU1Y TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING IoN'( AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN. NON-CRACKED. NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALIlY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AfOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S).
UTlUTlES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, IoN'( AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE BUILDING(S) AND/OR UTlUTlES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA. WHEN
PROVIOED, AND ANY ADDmONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY. THE OWNER AND HIS AGENT ASSUME NO RESPONSIBIUTY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORt.A SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
REClAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURIlY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBIU1Y TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, IoN'(
AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
1. TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBIU1Y OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. A~ FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
LAND PLANNING
.
Engineering Services,lnc.
ENVIRONMENTAL · TRANSPORTATION
CIVIL ·
601 CLEVELAND STREET, SUITE 930
CLEARWATER, FLORIDA 33755
(727) 443-2869 Fax: (727) 446-8036
E-MAIL: NESTECH@MINDSPRING.COM
NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTIUTIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
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GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF A~ CONFLICTS OR DISCREPANCIES BEFORE PERFORMING IoN'( WORK IN THE
AfFECTED AREA.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTlUTlES. IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTlUTlES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
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8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR wITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTAUJ\TlON MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE. AND OTHER INFORMATION AS REQUIRED. IoN'( WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOl ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100"; MAXIMUM DENSITY AS
DffiRMINED BY AASHTO T -99.
12. SITE WORK CONCRffi SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRr. COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT ST/,NDARDS, AND :,iAlNTAlNED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED. IoN'( WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORI{ REQUIRED. WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE 5"SP':' IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENG!NE.b, 0F RECORD.
15. THE SOILS ENGINEER IS TO SUPPL'I' THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT R'..SULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATOr!y AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THe: l'APROVEMENTS, AS REQ'JIRED BY THE
ENGINEERING CONSTRUCTION DRA.,...., '::, HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFElY.
18. ALL SODDING, SEEDING AND MULe: :':~I; SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS CQl..1PLETED AND ACCEPTED BY THE OWNER.
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CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
MffiRS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO ClAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED.
22. ALL BACKFILL OVER IoN'( PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS.
SECTION 125-8.3, LATEST EDITION.
23. THE CONTRACTOR PERFORMING rrm.jCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF L.o\BOR AND EMPLOYMENT SECURIlY (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES. FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLOG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. IoN'( UTlU1Y WORK PERFORMED WITHIN 5' OF THE
BLOG. SHALL BE THE RESPONSIBIU1Y OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAl.., STATE. AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COt.APLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
28. ELEVATED POND BERMS SHALL BE CONSTRUCTED OF CLEAN SUITABLE FILL MATERIAL
COMPACTED TO 100"; OF UAXIMUM DENSIlY AND SODDED.
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49 Turnstone
Safety Harbor,
tel. 727 - 71 2 --11 96
PROPERTIES
Drive
fl 34695
fax 727-723-9221
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UNITED ME1HODIS T CHURCH
(NI)T PLATTED)
DEMOLITION NOTES
LEGEND <:l
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE. UTILllY 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.
ROAOVE: ..
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REMOVE/RELOCATE TREE.
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REMOVE FENCE AND GATE AND ASSOCIATED POSTS.
REMOVE EXISTING WELL AND PUMP.
<-,
REMq~ EXISTING WOOD WALK.
REMOVE EXISTING LIGHT POLES, POWER POLES AND
ASSOCIATED O.H.W. COORDINATE WITH FLORIDA
POWER , VERIZON AND CABLE.
REMOVE EXISTING DRAINAGE SWALE, METAL AND CONC.
RUBBLE FLUME AND STORM STRUCTURE.
[!]
[!] REMOVE EXISTING RETENTION AREA.
I!] REMOVE EXISTING DRIVEWAY.
14 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS. SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUIT~~LE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSITY.
15 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND
PINELLAS COUNlY.
-
UNI TED METHOD'S T CHURCH
(NOT PLATTED)
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IN THE PUBLIC RIGHT-OF-WAY BE RELOCATED
AND / OR PLACED UNDERGROUND WHEN
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IS REDEVELOPED.
2. FOR DEVELOPMENT THAT DOES NOT
INVOLVE A SUBDIVISION, ALL UTILITIES
INCLUDING INDIVIDUAL DISTRIBUTION LINES
SHALL BE UNDERGROUND UNLESS SUCH
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CLEARWATER, FLORIDA 33755
(727) 443-2869 Fax: (727) 446-8036
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FL
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3637 4th Street North, Suite 230, St. Petersburg, Florida 33704
Telephone (727) 822~ 7526 Fax (727) 822-5263 E-Mail: rophilippi@aol.com
TURNSTONE
49 Turnstone Drive
Safety Harbor,
tel. 727-712-1196
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SPERIDES
ARCHITECTS
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6234 CARDINAL CREST DR.
NEW PORT RICHEY, FL 346SS
PHONE (727) 37S.997S
fC\ COPYRIGHTBYWBLMAN SPIlRIDBS
~ Altu1r~u.c - 2004
<@
OWNER:
C.L.E.M.
HOSPITALITY LLC
21338 US HWY 19 NORTH
CLEARWATER, FL 33765
PROJECT:
LAQUINTA
20788 US HWY 19 NORTH
CLEARWATER, FL 33765
1fhereas every attempt has been made to
inclure all details and pertinent information
on the drawings, Contractors are responsible
to verify all dimensions, details, and
information provided on the drawings.
Contractors shall notify Lowe Engineering in
writing for any omission, or discrepency,
on the drawings, prior to the commencement
ot any work.
L.- MAN5AF<D IllXI' EDGE
EXIST. WALL TYP.
10'.0"
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DATE: ISSUED FOR:
REv. DATE 6 ISSUED
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PHILIPPI ASSOCIATES,~~~ P. A.
architecture / urban design
3637 4th Street North, Suite 230, St. Petersburg, Florida 33704
Telephone (727) 822-7526 Fax (727) 822-5263 E-Mail: rophilippi@aol.com
(727) 443-2869 Fax: (727) 446-8036
E-MAIL: NESTECH@MINDSPRING.COM
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LAND PLANNING
Engineering Services, Inc.
ENVIRONMENTAL . TRANSPORTATION
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601 CLEVELAND STREET, SUITE 930
CLEARWATER, FLORIDA 33755
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SCALE: 1"=20'
SECTION G - G
SCALE: 1-.10' HORIZONTAL
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1,I'j I~r~~ II /
(11""J-~;.._.11 .~V - V- 15- RCP
'Lll{;.L.L.Jt / Y INV. ELEV. 40.5
~~~;4~CK I'YHh;i'~ \ ~
EL 42.0 ~ 'I '/ ~~
IY'T ... ., - ()/~
Ar)----;p'-- I
./1'_.. '.' · / / 6- UNDERDRAIN
// ). '.. '. /.' I~ INV. ELEV. 41.0
/ / I /
1/'.,' L . I
/
I
1 B"
I
TOP VIEW
I
N.T.S.
MITERED END SECTION DET AL
N.T.S.
1-1/2- lYPE S-3
____ ASPHAlT 0 1/4.
PER FT. MIN.
. EXCEPT AS NOTED
"':~\\\rll~~~~-liifil[' . 0" UMEROCK BASE
\\,1. .' ~ F.D.O.T. CERTIFIED
COMPACTED TO
9B% MAX. DENSITY
SUBBASE
STABILIZED
40 L.B.R.
COMPACTED TO
9B% MAX. DENSITY
IN R.O.W. & DRIVEWAY SECTION
N.T.S.
NEW SURFACE
(SEE NOTES 1 &: 2) I EXIST. SURFACE
FINISH GRADE TO
1" BELOW
EDGE OF WALK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
~ '-1/2. RADIUS
i i Ill' ..y,< I ::X~. r-:- :::~~L CURB
COMPACTED Flu-I III ...1111 \<~_ BASE
OR UNDISTURBED :- ~:'~ ;;~ --c;..
SOil 1111 =.';: ;.: ..... . '.I.I~ COMPACTED
.:1 :(/~;.: 11II1 U II' SUBBASE
~i;;~ :: III NOTE: -
111\~lill'l PROVIDE 1/4
, CONTROL JOINTS
o 4'O.C., 5' O.C.,
B' O.C., OR 12' O.C.
&: 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS. 50' O.C.
FOR 5' OR GREATER.
CURB/W ALK DETAIL
V7 ...,.~,_.,..::.....{..."!.. .. ,.-,. :.";..- -; "..-{.-t--;'-{,-;, f-;-..:{.-t .,. ,..,......0; ,_.~...;.-!.--. -!. I-
mt:f}tt 41tW~L< 'JBtJ. }':'1/Y'T1L(s "'E5iI~ . ~E~~19.:M2N}~~iIl '~tt:m
LA ]S.::{ JC <JEf N~~ ~) ~ '&:. '.RJ9I
2' ~TR'ENC~ ':::': 2' I l'
. : BACKFILL :
:(SEE NOTE 4):
).:~o-: ''':.:!!.
it:..'--"-:'"
1 VARIES I
l'
EXIST. SURFACE-
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS; WITH MIN. OF 1-1/2- ASPHALT F.D.O.T. lYPE S-3.
3. BASE MATERIAL SHALL BE PLACED IN 6- COMPACTED LAYERS
TO 9B% OF MAXIMUM DENSITY AS DETERMINED BY MSHTO
T -1 BO, LAB REPORTS ARE REQUIRED.
4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12- COMPACTED
LAYERS TO 100% OF MAXIMUM DENSITY AS DETERMINED BY
AASHTO T -99, LAB REPORTS ARE REQUIRED.
REPAIR OF PAVEMENT CUTS
N.T.S.
N.T.S.
-
JWWIIIY
-
PIIMT
'::'1 )
F.a.8Il14 /
< ..
.......-;.-'.- ..:....
. ".
6~S~N
rWHEEL
~ I STOP
". . . . .
RAM '..
...-- ,.-.
DOWN.. OOWN
I
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBILLI1Y
AND THE CAPTION
"PARKING BY DISABLED
PERMIT ONLY".
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. ALL HANDICAPPED
I PARKING SPACES MUST
BE SIGNED &: MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A.D.A.
6' , 5'
~'
... AMP ::::.
..-...-.-....::..'...',
, .,,', ;,<, .
.. : ~. CONC. WALK;
~
~
HC
SYMBOL
6' 6'
~iD~
~I;-
I
6' 6'
~oi~
~I;-
I
-
HANDICAP PARKING
N.T.S.
STRIPING DETAIL
P/l
SEE PlAN
NEW ASPHALT
AND BASE
I ///~ ~~, ('" -l
1/ I~ 1/ MEET EX.
-
~ COMPACTED GROUND
P/l
SEE PlAN
,h ~~ ~vriI~
FlN. GRADE PRIOR
~ ~~T I TO SODDING
AND BASE\ . --!-- POSITNE DRAINAGE (4:1 MAX)
~ ./ 1./ MEET EX.
. "'-L COMPACTED-GROUND
GROUND TRANSITION
AT THE PROPERTY UNE
N.T.S.
MEDIUM BROOM
~ FINISH CONC. WALK
r FINISH GRADE TO
1 - BELOW
EDGE OF WALK
2' II ':'1. 2' lEVEl
SHOU!.J.;ER VARIES (SEE PLAN) SHOUlDER
11IIiSO"~; ;L,~~E .~/4;.~~R, ~?~~l.ll':lI'l
1111~..illl" I ill 1111 .
"'-- COMPACTED FILL OR
UNDISTURBED SOIL
WHEN SIDEWALK IS
TO BE REMOVED &:/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
NOTE:
PROVIDE 1/4-
CONTROL JOINTS
o 4'O.C., 5' O.C.,
8' O.C., OR 12' O.C.
&: 1/2- BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CONCRETE WALK DETAIL
N.T.S.
"\ 1fT II
- -I ~'l \'1-tl ~ -~I-I-l
1111 ...l
"' \ I.r . I I \ II. ~'I~'_
-1- j .\-\ ~ 4 I..
'~l~~~.-I\~L I I
. -- I 1
.JLL ~LJ~L-~l \ 19:
.~
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
PHILIPPI ASSOCIATES, P. A.
olchitectule / ulbon deSign
3637 4th Street North, Suite 230, St. Petersburg, Florida 33704
Telephone (727) 822- 7526 Fax (727) 822-5263 E-Mail: rophilippi@aol.com
~
--
-
2'-0-
-
-
---
-
--
L~ 7-
~
2-
R
--:Nl ]7.'-
r- IT I 'I
1.1 I I.
I I.
)J LilW ~
'--I l{J
. 1'-2- V"
6-
1/
10-
SLOT & GREASE
BAFFLE DETAIL
N.T.S.
GREASE BAfFLE TO BE
1/4- THICK ALUMINUM
w/STAlNLESS STEEL ANCHORS
N.T.S.
CONTROL STRUCTURE
I
T.O.B. 0 44.0
NOTE:
SOD BOTTOM AND SIDES OF
RETENTION AREA w/ SAND GROWN
BAHIA GRASS,
D.H. W.L 0 43.5
PROP. RETENTION AREA
SOD BOTTOM 0 42.0
'\J
S.H.W.T. 0 42.0
NO 57 ROCK WBAPPED
W7AAMOVO 45/.15 FILTER
FABRIC. NO L1~ESTONE
ALLOWED.
SIDEDRAIN FILTER MEDIA REQUIREMENTS:
A.) WASHED MATERIAL MEETING FOOT ROAD & BRIDGE
SPECIFICA TlONS FOR SILICA SAND AND QUARTZ
GRAVELS OR MIXTURES THEREOF ( LESS THAN
1 PERCENT SILT, CLAY AND ORGANIC MA TIER
UNLESS FILTER CLOTH IS USED WHICH IS SUIT ABLE
TO RETAIN THE SILT, CLAY AND ORGANIC MATTER
WITHIN THE FILTER; CALCIUM CARBONATE
AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE.
B.) UNIFORM COEFFICIENT 1.5 OR GREATER
C.) EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55
MILLIMETERS IN DIAMETER.
r
CONSTRUCT 46 LF -6" PVC SIDEDRAIN INSIDE
#57 COARSE AGGREGATE WRAPPED
W/AAMOVO 45/45 FILTER FABRIC.
l
---
-
-
SIDEDRAIN DETAIL
NTS
~ .~
,,<0 . .:0.' :', . <9..
-' ..- ..
I' ..".
,.' A'-II' ~,' '"
_..... or:
.-: -"~-:
-.~: . ~:' ." :..
. .
~
< ==='>
~
CLEANOUT
lYPICAL
PVC WYE
SANIT ARY SEWER
CLEAN-OUT DETAIL
N.T.S.
I'
12"
F1P - 25
1-1/2"R
.\
~
BLUE
BACKGROUND
1/2- WIDE
WHITE BORDER
AND SYMBOL
.
IX)
WHITE
BACKGROUND
pARKtJG BY
DISABLED
PEIUT
ON.. Y
1- SERIES "C"
LETTERS
1/2" BLACK
BORDER
~
f-.1.5"
~1"
~1"
~1"
1-1 .5-
WHITE .
BACKGROUND 10
$255 FIE =
-
F.S. 318.14 -
3-
6"
3'
F1P - &&
-
-
-
\
)
I
~
\
)
cllll.lilljll(llllclllI
h\
1-6' MAX.-I
PLACE SOD 1/2-
BELOW PAVEMENT
NEW ASPHALT L fiN. GRADE PRIOR
~AND BAS. E . TO SODDING
~. ___ ~,...--- POSITIVE DRAINAGE
"'\~/I"\\ I \ ......-
I',. 'I;, ....'."., .' .. '" ~ COMPACTED GROUND
l --
f\c::s:<
,tiN' 1,8- \><,'v'<<
M . t /- ,,", " ",.'
JII!iAJlI~11311131113
12' .1-.' . '
I
.'
.[ <:<: .
. y' / . y "
;,;;<, '.
F1!ISIIE3IIE3I1~!E31113 I ~1IE3nl3lll:l~III~1I
'. ' ",. - .. /. ."..,.'.- <
. ~/
:S~;::. :
POST OPTIONS:
2')(4' OR 2.5-DIAM.
WOOD;M~~~t'FT.
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST.
GROUND
~f1'
OPTIONAL ---::; V
POST 00(
POSITION 2
I-
a:: '-
W
> SILT
FLOW
PLACBtENT OF
SOD AT PAVEMENT
N.T.S.
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF RLL OVER
THE LOWER LIP OF
THE BARRICADE.
/
'''''''IJ ""'''utllell;:
~
L.... -
t=):..,,;-~~ 4:1
h/ ~.~
~~
SADDLE- ~..:~~_ '.
. . - 9. ..._ .
7- ~l':;" ~ "'...;~. .{!; .::. .....:-:... 4
"6x6, 10x10 W.W.M. 6 ~~{
#4 BAR ../~i'-300D PSI
CONCRETE
~SS
~A""",,,,,,,
, ~30 IlL P.V.c. UNER' W.Q.O 43.0
\ o~oog:f \/X/.?~/~: ~o NO SOD ALLOWED
':-, 00000;' .}}}.?/~.:-::.:{~ ) 0 0 000 00 OVER NO. 57 ROCK
I oO;;'n 0 '" ":'-:':":':":':--:':":':":':--:':":'. 0 0;: nO o~. () 00,.... 0
'"
UNIFORM COEFFICIENT=2.80
PERMEABILITY = 5.42 FT /HR
WITHIN AAMOVO 45/45 F'ILTER
FABRIC ENVELOPE.
SILT BARRER DETAIL
N.T.S.
NEW BLDG.
NEW BLDG.
"
~..~
~. . _ FILL GROUND AROUND
.. ~ v:: BLDG. TO 3- BELOW
FIN. FLOOR ELEVATION
.:: ~ &: SOD
FIN. FL., < MAX. SLOPE 4:1
r::' 0<' _. '; ,.-;'" . MIN. SLOPE 2%
(!l-.:,H-.I'I~":: ..
~~
.--. ~
FIN. FL, ;~
L,::;;~,:"~;" ::L"~~~. . ~;~:' ~:I:~:~;'~~
.""!
'J
. .~
~ ~;
'. ,'.- .. ".-
:. ...: - i. ",',;.
l':;~':" .::.J
GROUND PREPARATION
AT ALL BUILDINGS
N.T.S.
PRINCIPAL POST
POSITION, CANTED
2f1' TOWARD FLOW
FILTER FABRIC
EXIST.
GROUND
PLACE CONC.
SLAB/WALK
4- BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH.
EXPANSION JOINT
SLOPE AT 1/4-
PER FOOT
~ 10:1 MAX. SLOPE
/' SOD
-
NOTES:
1. PRCMDE 5'.5'.4'
1lfICK CONe. 5\.JB
o AU. EMERGENCY Elms.
2. CONf()RM TO 1Bt:NE
DETAIL FOR PlACING
WALKS AT THE BLDGS.
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
/('1--(1...
"'5r )<"'51'
ASPHALT 0 1/4-
PER FT. MIN.
-rl...;l EXCEPT AS NOTED
''ifY It: lh" QI... JQ
1IiIIIL\\\\:liL~ill\ 1\. c
~ L1MEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
98% MAX. DENSITY
SUBBASE
COMPACTED TO
98% MAX. DENSITY
NEW BLDG.
'.:liV
/';1
.~'I I
FIN. fL--. : ~~ I I 5'
0- _,.... 1-
rl"':;'~:~:" ..: I I
;.:)\l-.
y' ':'. " ~
. ~:- .~ :/.1
/
'.-I,/:"I/i!
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
&: BASE
ROOF DRAIN
FIN. GROUND
f UTIUTY (i.e. SANITARY
SEWER, WATER SERVICE,
FIRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BLDG.
.,.... ,..
"
,.\.'1
UTU1Y WIlH1N 5' Of \ll.DG.
BY PLUMBING CONTRACTOR.
F1NAL CONNECTlON BY PLUMBING
CONTRACTOR UNLESS OTHERWISE
COQROINATID BY THE G.C.
ON SITE
PARKI'.IG & DRIVEWAY SECTION
N.T.S.
UTILITY CONfECTION
AT ALL BUlLDt!GS
N.T.S.
NEW SURFACE
EXIST. BASE
NEW BASE
NEW SUBBASE
PAVEMENT TRANSITION DETAIL
N.T.S.
/
. I.:
r;~ 6" PVC 1/12 BEND
,,'- -.
~ "'. '. - ..
- 6- WYE
. .' ~': i' '.
O~.-: . ~.' " i" L-.n,
~ ~I. .,.".~
PLUG
6-x4- REDUCER
(IF REQUIRED)
-III'
-
-
..,.
SIGN APl;CFlCATIONS
1. 18"x12" LOGO SIGN
2. 2 SIGN COMBINATION
REFLECTIVE SHEETING
3. LETTERS TO BE
1- HIGH SERIES -C"
4. SIGN TO BE MADE OF
ALUMINUM
5. POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6. SIGNAGE PER A.D.A.
REQUIREMENTS
-...
-hi-
V~f1L~A~~~f ~~A~/8-
HOLES DRILLED
ON 1" CENTERS
r--
FINISHED
GROUND~ '
1 "~~~;7~1~7
~, ~
~ \:,:.
, '
~',J"d;!.";.;"!
r. t~
" : ..............3000 PSI CONC.
...y
" 1
~.; :. . . ,: .1
. '. lOt
~
SIGN POST DETAIL
HANDICAP PARKING SIGN DETAIL
N.T.S.
N.T.S.
Nonhside
Engineering Services,lnc.
ENVIRONMENTAL · TRANSPORTATION
CIVIL ·
LAND PLANNING
.
601 CLEVELAND STREET, SUITE 930
CLEARWATER, FLORIDA 33755
(727) 443-2869 Fax: (727) 446-8036
E-MAIL: NESTECH@MINDSPRING.COM
- ,-
r 11 If
2- G.v~J
FINISHED
GRADE 7
.. r= I..
1~~"7r;t=l,.
ADJU TABLE
VALV~ ~~ / "a" \
&: COVE"I .a I
h ~AiEf.mN a
2- G.v~J
-
B
3/4- SAMPLING
COCK
'~rz
co_
n:;:l;
~
GRADE
WATER MAIN ()~
STORM DRAIN':"""""
I~;'
-q
,
18" MIN. VERTICAl CLEARANCE
I
rc~ ~.J
.............v'::') SAMPUNG
rc ARRANGEMENT
INSTALL 2- PLUG
(AFTER REMOVAL
OF SAMPLING
ARRANGEMENT
<D
_.. .~~~~..~" _r.. _.. -'" _.,(P
~ zl 10 10'
n:i WATER MAIN ~ I
STORM DRAIN OJ.P. IS USED IN PLACE OF P.V.C.
FOR A MIN. OF 10' EACH WAY
+ FROM <l OF WATER t.lAIN WHEN
THE VERTICAl ClEARANCE BEIWEEN
I WATER at SEWER MAINS IS 18" DR LESS.
18" OR MORE VERTICAl CL I
~~d#/#..0~22W'~
P.V.C. OR V.C.P.
SAN. SEWER GRAVITY t.lAIN 1::IQIE;
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVllY
MAIN IS NOT PERMITTED.
-...
"nil;';:;;\-
THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OFFS FOR
WATER SAMPLING
TO BE PER
PINELLAS COUNTY
HEALTH DEPT.
ENGINEERING DIV.
CLWTR. OFFICE
53B- 7277
VERTICAL CLEARANCE
?>
-~
1:1 \>
" C, I'
BLOW-OFF &
SAMPLING POINT
N.T.S.
1'1_ ........ . .
'L1?s ~ :>
GRADE
-,-. ~~
. .
Ul~
~WATERt.lAIN n:;:l;
+
10' MIN.
HORIZONTAL ClEARANCE~
STORM SEWER +
OR SAN. SEWER
GRAVITY MAIN
HORIZONTAL CLEARANCE
WATER MAIN & SANITARY
SEVVER CLEARANCES
N.T.S.
~~
l4~
~
/~~<?~~i-
".\
\v'
TOOLED GROOVES
3/8" WIDE, 3/8"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
/~y~~
_ ., '. . - J.--
_, . , J
-. .
. '. ...-.
.":~0~
. ... .. ......i;;;~:~~. FLUSH
..... .... ............. .;~.:-'j.
-.c:...
CURB
Xl 1-
\'~
CURB
al'~
--I.
CURB
CURB
HANDICAP RAMP DETAIL
N.T.S,
FLUSH CURB
RAMP DETAIL
N.T.S.
PROPERTIES
TURNSTONE
49 Turnstone Drive
Safety Harbor,
tel. 727-712-1196
fl
fax
34695
727-723-9221
CURB
"-- FLUSH CURB
('t')
o
-
CD
o
-
o
~
c
o
~~~
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(1)0:::0:::
oww
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LL CO....J
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W....J
~u....
SHEET
C5.1
BLOWOFF DETAIL
N.T.S.
,~/: ,'/
',-;,y: ?>j'<?,v// /'/ '}T, ;~'/Y"',((',
;/)~;}"~>;:
. >>c;~'
^<'/~ /'c'^/~/'~;;;::''0':' ,
,'~',' ;;,v~""~~','v,/>> "', ,'," ,':~y<'.'
/>1/>;:% /1<'/-<' /"/ /h
''..; 'V~,%'c:;~,:>,:</."
''i{.I< '~A'c;/
>"'.,,::., >"~:);,y,,,yy
//',/, ,/)V/, /,
.,. ,':,(''::'<~ ','/:--
'-)1.:<</,/ //
)~~~~" ~ <,);y:, ~
\?J:
.-~ '.
Eclipse No. 85-B ~ ~
Blow-Off Assy,
Including Locko.ble
Co.st Iron Box
~2' Bro.ss
'Wo.ter Mo.ln
1
II!!
iliA
~90.
Bend
2' Bro.ss
,
.~
Resto.lner Pl/
Per Deto.ll No, 403
J
CITY [)f' CLEAR\oIATER, FUIRlDA
ENGINEERING DEPARTMENT
lilt
I. V Jl.
CIEID ...
Ill..O\o/IFf'
DETAIL
~-
IIF 1
_.Im:
--
...
G.C.H.
-
N
......
LI 95/8' "I
~/////@
t
Plug
(See Note)
ir== ~ ;:::-+-
L~ A/l j
M I'J I I"
/] V '"'7]
~'3:~2'~
~
II
Sewer Mo.ln ~
CLEANDUT PLUG DETAIL
CLEANDUT DET AIL
N,T,S,
N.T,S, NOTEI
Cleo.nout plug to be
U,S, Foundry 7621
or equo.1.
IIK'V. MTI
CITY [)f' CLEAR\oIATER, FURIDA
ENGINEERING DEPARTMENT
--:'." .. Sf ANDARD I.. ~
'"l" CLEAN OOT ~
V..J.S. ~
... T.c.J. 1 IF 1
~
~\~V-~- ---I
II ~~ 7 -tr
A ~~ P' # 'rP;/ Bock of ~rt1
I /~' ',' ~._-=~
111~
1
RemCMI CUrti If ExIsting
\ Exist Cone DrI1118
.I Max Slope ~1"\, I 1"~ Max Slope
14;/2' "'" ....~t>~i,,:,"'f;.,~,,~,::.o! '-.... 'I" .... .....
TYPICAL DRIVEWAY CROSS SECTION
I
k
B
I
\ / """-tv I R.O.W. 11n.
""-\ Cone. SIdewalk
i
~~
.t:d
sllo
228-
hl~
It
4' MIn R88ldentlal Street l' CIty R IW
5' Mln Arterial Street 'J: County R1
1/4" per Foot
PLAN VIEW
Remo1ll8 Bock of CUrti an State 01/' Vertlcol CUrti. with a ~1caI Saw cut
01/' RemCMI entire CUrti and Repl~ a. Part of SIdewalk Ramp.
III S ModIfled and Valley Gutt.. ~rtI.
join exlet back of curb
! 12" ~ Textured Surface -l;:I
~I 1"~~~~ ~,~. . _. _{~.. .. ._ .' r~-,~;~
_... ~!:I"':>- '.' . \ Rem01ll8 to an
. T ............... 1/2" Expan.lan Joint _ joint 01/' eawcut
.._,.,,~.. ":~ ;'........._4":..'~:.,;~ "-r:-1
Back of CUrti
3000 pel Cone 4" Thick. Conetr.
e" Thick at DrIvewa~ with
extl "0 w.lded WIre Meeh.
See Nate 7.
SECTION A-A
SECTION B-B
~
I. PnMIe T_ .....18 At llIIlIaI.- IIIcItd*lg 1INl __
,.. _ E..-, - At Dr-,..
2. If _ "",... ~ E.-w .... "'-Ia
1INl """*" Of _ ,.. -. ean_ 1INl
~ DMIIan r... AIWnate ~
:I. _ """ 0lIMr ___ _ _ .. PIrmIttad
In _ Or Dr-,..
.... No CoatIIlp Of ""= _ .. PIrmIttad lllI CaIwwtII _ Or
-,. _ ........- Of 1INl CItp ~.
a. NA CaIwwtII _ .. 3ODO pol ..... . . 0.,..
.. CaIwwtII _ to ... LIIM _ ,.,....
7. CaIwwtII -, ~ _ ... r .... . "'/lCllr'lO w......_
a. RGmpe _ _ a T_ ~ T........ to a
o.th _ ~ tiff' .., _ 0/1 T_ ... -
In c...""..__ _ ~ 0/1 FDOT
-, _ _ ..... S1-*o _ 31M
Or___IIoI..
. IIW __
I IllIG ___
_....11: ~
CITY [)f' CLEAR\oIATER, f'URIDA
ENGINEERING ~DEPARTMENT
oLc..I. rtPlCAL Sl .It~
.MI 81" CONSTRUt AND r-I\r-
_. '" RAMP DETAI
t IF 3
PHILIPPI ASSOCIATES, P. A.
architecture / Urban design
3637 4th Street North, Suite 230, St. Petersburg, Florida 33704
Telephone (727) 822-7526 Fax (727) 822-5263 E-Mail: rophilippi@aol.com
TYPICAL FIRE HYDRANT SETTING
N.TS.
ill
;;; ~ - Fire
I . .
4iS
ONLY APPROVED
Hyolro.nt Assel'lbly
<Typ,)
Kennedy Guo.rollo.n No, K-81A
Muller Centurlo.n No, A-423
U.S, Pipe Metropollto.n
Dlsto.nce Vo.rles
18" Mln,
24' Mo.x. . ~
Box
Box
/Vo.lVft
'-~'
~"
(f:..~
-;';.'0<:Z
" >>;,:-").
'~~~/b:;>\<<
/'~>,;,>,-:'"r
c
x
~
I Mech,
'-
M.
-
\D
I
N
I
To.pplng Sleeve .. Vo.lve
By City, Fee by
Owner or Contro.ctor
Joint Vo.lve
(
-
]I
A ll.
-
.
I[
Connecting Piece w/I=ro.ll I -
Co.st Mech, Joint Glo.nol on ~
one End-D.I, Roto.to.ble Mech,
Joint Glo.nd on Other Enol,
-
'-Restro.lnlng Joint (Typ,)
-
'- Exist, 'WOo ter Mo.ln
CITY [)f' CLEAR\oIATER, Fl.IRIDA
ENGINEERING DEPARTMENT
~ TYPICAL HYJRAHT ~
atiftr SETTING
N'PD<<i SLEEVE , VM.. V[
- IY CITY 41F4
NOTESI
1. All Fire Hydrants to ho.ve 5 1/4' Valve Sent,
2, See Index . 407 for Jo.ck .. Bore Deto.lls,
_. MIl:
--
r See Index No, 301
IF"~I~. loyers of br~k
-
-
Approved bo.rrel Joint seals
o.re 'O-Rings' o.nol 'ROoM-Necks', % ~
Two continuous rings o.t nil r,: ::s
Joints, j.f ~
, ~ll 8. Brick Steel reinforceMent
r- rl _III- 5' I'Iln, wo.ll thickness
\= ~.. , I type II o.cld reslsto.nt
1:~ - ~: 4 Mln, ceMent 4000 p.s,I,
:f..: ~~.~ 2' 1ft Min. ~ ..,.r- Grout fill opening with
~:~ ~ !'* II/'. non-shrink 1'I0rto.r
Poured Encose"ent~:i~ ~ ~;y::'~)" pIpe entr,
Grout flow cho.nnel P,V.C, pipe requires Manhole
aolo.pter coupling by no
Control, Inc., or o.pproved
woo ter stop coupling,
Concentric cone (no. t cover
on sho.llow 1'I00nholes 0' to
4' depth)
NOTES
1. Preco.st 1'I00nhole drop 1'I00y be o.pproveol by City
Engineer, Shop oIro.wlng SUbMit tOol required,
2, Drop required when 2' or over,
3, Mo.nholes sho.ll have o.n Interior o.nol exterior co tin ~
of o.t leo.st 15 Mils dry thickness PROLO EP214 :>1
Epoxl-Mo.stlc or Koppers bltul'lo.stlc blo.ck solutio
300M,
--
CITY [)f' Q..EARVATER, f'UR1DA
ENGINEERING DEPARTMENT
~ .. PRE~ ::;:
~ ., SANITARY IWHLE ~_
DET AD...
_. ~.. OOTSIDE IRDP I! IF 3
_.Im:
4'-8"
n. bftI'I with
2-" rftIo.r
contlnuous
-
. 1 ,. I ..
I I -P- \) I I
I I L6" dIG. St..t I I
. bolla.,.ds
I 4> cone. FRI.d (typa... I ~. I
10'-8'1 I I g :=:-!t I I
Y I 8.12 i~ I. I
48" :o~ 12' lil Q. I
Max I cl_,.cmc. ,."
"::J 00 I
4' 1: I"~_ _A!-~::,gat.
Min. I L I
L. f- --- -
'- drop pin
not. (typo)
12'
d_ro.nc. ,."
swing gat.
( typ.)
r
e'
r~_ 1
1G~] e"J
I
~1-tr.5 at 4'
c."t.r
1- F~:
r~.
I~
L 3000 p.s.L ~W stab
with f'IMr _sh rftlf' OI"cIng
- I'tOnOlIthlc, ,..., 6'
thlckrwss, 6'lC6' I 10lCI0
\oI.\oIE,
8'lC 16' c~W
f'ootlng
.1 2- .~ ,...,. (typ.)
o
ELM:!
tilS.
ELEVA TION
tilS.
CITY OF CLEARWATER. FLOItIDA
PUaIC WORKS ADMIIflSTRATlON
ENGlMEERlNO
, 4,/IJIa
... .....
-':"
11& -=~
... ~..
'"
--
'"
,elF a
--
-
_r
n..I.h To Existing Surf'ac. \o/1th
-1" ~ / ~"f-- -~ -....
///7////////
.... ...... .-" ....~....~-~\paylng
. ........\. ~ trIgInQl'kH .
NOTES
1 T~ baelef'll~ In 9" cCll'lpO.et~
lay...... ~ty to.k." .y....y 300 f't.
2 aa... MY IN .-.placH wlth Asphaltic
eoncr-.1.. with prior approval of'
CIty EngInnr,
3 Dn longltudlnCll Insto.lla tlon .-.qW-lng
.-..rf'aclng f'ull width of' po.v_t,
f'lnlsh baR to _tch .xlstlng po.y.-nt
arf'ac. and priIw. TIwn ,-.arf'ac. as
d1rft:Wd by tN CIty Englrw.,..
Vo.rles
~~if
~
NOTEI
All 10. tero.l 1'10. terlo.ls, Including
o.pproveol Cleo.nout ho.rolwo.re, o.re
to extend to the R/'W or to the
eo.sel'lent line o.s noted,
Nonhslde
CIVIL.
LAND PLANNING
601 CLEVELAND STREET, SUITE 930
CLEARWATER, FLORIDA 33755
. 10" ., "
/:<'<-..~. 0,.>.:-::-. :<<
':'Y*~:<<:":: :- .~,,',
1< ~:->..<.:::::::;);:':' I
~ .,. =<i"'._ .2' ~
Cll'lpO.ct.d hH - Thlclcnns of' lJrtgInal + 2'
MInftMoI ~ss 8'
CCll'lpO.ct~
helenl '--UnctstwWd T~ Sl*
......v>.>~.
.;I.[j :.:
. .
~< '<
< ~~.:>
"
_. MIl:
CITY II" Ct..EARVA TER, Fl..IJUDjI\
ENGINEERING DEPARTMENT
-;:: .. S rRrrT REPl..ACEMENT .,'=
~., ~ UTILITY AND .._
_. l;un
- 1.1
~
~
R/'IJ
I
Finish gro.de to
o.llow 0,4' I'Iln" 1.0'
1'10. x, fo.ll frOM
property line to
bo.ck ot" curb,
f
_ 18' I'Iln, L-
24' Max.l-
I
sldewo.lk ~ I V,,-
,....,. ''00'' Ill""
4. 'cleClnout
'V rr
30'-36' or o.s / r!f/
Directed by /li ^"""
the City ~1. -JP'
Engineer -_:::.~
CITY O'WNED
AND
MAINTAINED
HOMED'WNER D'WNED
AND MAINTAINED
6' Service Lo.teral
Mo.ln
SECTION
ANY VARIANCE MUST HAVE
'WRITTEN APPROVAL OF THE CITY
ENGINEER,
CITY OF Cl.lMWA~
f# PWU: ~ -~
S rREE' LATERAL
DET AD...
_. 1.2
... ...lE
-
.
Engineering Services,lnc.
ENVIRONMENTAL . TRANSPORTATION
(727) 443-2869 Fax: (727) 446-8036
E-MAIL: NESTECH@MINDSPRING.COM
I~ - ~\
!t~ ~~
5/8'
Mln, 4 Required
-
Pick H07e S
1-1/4' 117 i
"""4~
.. eee ~~\
;8A.ITAIIY~
eeeeee
.11.8...lIe
e eee e
ell L ~e
Non Skid
Po.ttern
Required
\
RING - HALF PLAN
~
Required ~
-
N
L
o
36'
~23'~
21'
Mo.chlneol Surfo.
'i / r
/~ ~~
"
-
"
-
.,.
......
M
!.
SOLID COVER
I
I
t
-
.,.-
......N
7L
I 22-3/4' 1--.1 0
~~,
Mach~d Surface
-
0\
L
o
,
RING - SECTION
Mlnll'lUl'l 'Weight 7' 232 lbs.
9' 278 lbs,
SOLID COVER SECTION
MiniMUM 'Weight 128 lbs.
NOTES
1. 'Where roo.dwo.y bClse Is 8' or thicker use 9' rln~,
all other cases 7' ring Is perMissible,
2, Mo.nufClcturers MOdel of storM ring o.nd coyer t
be o.pproveol by City Engineer,
CITY [)f' Cl.[ARVATER, ruRIDA
ENGINEERING DEPARTMENT
"1Iiiiii"~ ~
- '"D" ~~~ ·
- a4i" I.'
I _ __ I.
_. MIl: _
t
2~~ Lot I ~:/' I..e.
Mo.lrt- - 'T - - - ~ - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - -.- - - - - - - - - -
III .
I o~
(6).. · -" o-s:
~o. ter servl~: SOon, (. M,H,
(Typ,) ~ I "'-Sanltarv Lo.tero.l Curl:f'\
: I (Typ.) f'Sldewo.lk
Lot
. "
- - - - - - - _l_ - - - - -'Water
Cur
r/w lfrli(l WI'I ~
NOm SANITARY LATERALS TD BE 211-
'WITHIN 10' or CENTER or LDT [:.;
DO'WNHILL SIDE or CENTER Dr U T,
--11-10'
(,foI
I
2' .JoInt In pipe entry
"-Side Lot Line
(Typ.)
Lot
PLAN VIE'W
RIM M,H,
~ of Streftt
'Water Main
v
Main
~
So.nlto.ry
PRlFILE
_.Im:
CITY II" Ct..EARVATER. FURIDA
ENGINEERING DEPAR~TMENT
I.VJl. SANITARY LATERAL
UJCA TIIJNS
... G.C.H. e IF 2
--
PROPERTIES
TURNSTONE
49 Turnstone Drive
Safety Harbor,
tel. 727-712-1196
fl
fax
34695
727-723-9221
('I) c
0 0
- :g ~
<0 'c
0 0 u
-
0 (I)
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co c:.... 0
C og ~ ""'- "
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0 >. m
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.... ~
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t~ N
wz!2 ::>
~-cs 0
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je
j
~ei
~
~ .
i;~
~~~
~ ~
Q
i~!z
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i5l:j~
ZU
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~i5~
1Il-l
1Il~
!2 ~ III
a ::> III
N 00:
-= ;!~
;>z
w 1-<3
OZ
A. z.....
... w C)
~ ~~
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C IIlQ
~ ~:
n.iE
~E
:I:~
I-
It..0
o~
W III III
..J ~g
n.::E
ow
U
en
....J
-
<(
I-
W
o
W
I-
-
en
....J
-
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-
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CJ
C
-
-
en
w
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o
en
w
nIfIJ.... .,
LL CJ) 0::
w
>- Z.....
....J 0 <(
-Z~
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<( ~w
u.. co....J
~()
<(
o
-
....0::
wO
W.-J
a;:LL
SHEET
C5.2
--
~ TOP FLANGE
5 /I DIAMETER
GENERAL NOTES
6)-SS TAMPER PROOF BOLTS
FOR ALUMINUM COVER
MOUNT CONTROL PANEL
ON HINGE SIDE OF
ACCESS COVER
FOR OPERATOR SAFETY
CHECK
VALVE
MOUNTING POST AND
SERVICE DISCONNECT WITH
LIGHTNING ARRESTER
PER LOCAL CODE
(BY ELECTRICAL CONTRACTOR)
26" X 36" X 18"
COMPOSITE VALVE BOX
17" X 30" ALUMINUM COVER
REINFORCED FOR LOAD RATING OF 150 LBS/FT2
W / LOCKING DEVICE FOR HASP TYPE PADLOCK
PLAN
CONTROL PANEL WITH GENERATOR RECEPTACLE
(BY PUMP SUPPLIER) WITH LOCKING PANEL COVER
HIGH WATER ALARM LIGHT AND HORN
PUSH TO SILENCE
24" X 36" LOCKABLE
ACCESS OPENING WITH S/S TAMPER PROOF BOLTS,
S/S HARDWARE- OPENS 180.,-150 LBS/FT2 LOAD RATING
HOLD OPEN SAFETY ARM WITH RED VINYL GRIP
S/S (6) HOOK CABLE HOLDER
1/4" S/S CABLE
S/S GUIDE RAIL BRACKET
LOCKING DEVICE
S/S GUIDE RAILS
0'1
GAS TIGHT SEAL-OFF
JUNCTION BOX
(BY PUMP SUPPLIER)
212" CONDUIT
1 FLOAT LEADS
1 PUMP LEADS
2" BY-PASS
CONNECTION
SHALL CONFORM TO
DEP 17 -604.42(A)
2" SCH. 80 PVC
VENT W/SS
INSECT SCREEN
DISCrv}RGE
2 DIA.
----
BRASS GATE VALVE AND
SWING CHECK VALVE
WITH CLEAN OUT PORT
EL. 44.6
INLET FIELD LOCATE
o
COMPRESSION COUPLING
L1NK-SEAL~ TYPICAL FOR
PUMP DISCHARGE PIPING
EL. 44.3
8. l' HIGH LEVEL ALARM
EL. 43 . 9
LAG PUMP ON
(2)
2"
DIA. SCH 80 P.V.C.
DISCHARGE PIPES
EL. 43 . 4
LEAD PUMP ON
2
PUMPS MUST BE MOUNTED ONTO
A SLIDE -RAIL SYSTEM TO PREVENT
ENTRY INTO A WET WELL "CONFINED"
SPACE AS DEFINED BY OSHA
EL. 42 . 3
PUMP OFF
1
EBARA QDC SYSTEM
"QUICK DISCONNECT COUPLING"
SLIDE RAIL SYSTEM
ALLOWS PUMP REMOVAL
WITHOUT ENTRY INTO WET WELL
ANTI-FLOTATION FLANGE
EL.
40.9 BOTTOM
CONCRETE BALLAST AS REQUIRED
(BY-CONTRACTOR FIELD INSTALLED)
DEPTH = CONCRETE = 4000 LBS/YD
6FT = 1.5 YDS (6,000 LBS)
8FT = 2 YDS (8,000 LBS)
10FT = 2.5 YDS (10,000 LBS)
12FT = 3 YDS (12,000 LBS)
MOUNT FLOATS OUT OF
INFLUENT TO AVOID TANGLING
SECTION
4' INSIDE DIAMETER
PROVIDE 3/4" POTABLE WATER WASHDOWN LINE
TO PUMP STATION. PROVIDE APPROVED IN-LINE
REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY
PHILIPPI ASSOCIATES, P. A.
Clrchitecture / Urban design
3637 4th Street North, Suite 230, St. Petersburg, Florida 33704
Telephone (727) 822-7526 Fax (727) 822-5263 E-Mail: rophilippi@aol.com
FURNISH AND INSTALL EBARA SUBMERSIBLE PUMPS:
DESIGN CONDITION:
MODEL
GPM
VOLTAGE
DISCHARGE
50 DGF
50
230
2"
U62.22
3
10
SINGLE
4-3/16"
HP
FT /TDH
PHASE
IMPELLER
SEWAGE PUMP:
1. AIR FILLED MOTOR DESIGNED FOR SEWAGE APPLICATION WITH CLASS F INSULATION.
2. RATED FOR TWENlY (20) STARTS PER HOUR.
3. HAVE DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE ON SILICON CARBIDE)
LOCATED COMPLETELY OUT OF THE PUMPAGE, IN A SEPARATE OIL FILLED
CHAMBER. THE MECHANICAL SEALS ARE PROTECTED BY TWO (2) LIP SEALS, ONE
ON THE LOWER WEITED END AND THE SECOND ON THE MOTOR END - TOTAL
OF FOUR (4) SEAL SURFACES.
HIGH TEMPERATURE BALL BEARINGS RATED FOR A LIFE EXPECTANCY OF 50,000
4. HOURS (UPPER BALL BEARING - SINGLE ROW lYPE AND THE LOWER BALL
BEARING - DOUBLE ROW TYPE).
5. THE PUMP SHALL BE DESIGNED SO THAT THE PUMP SHAFT HORSEPOWER (BHP)
SHALL NOT EXCEED MOTOR RATED HORSE-POWER THROUGHOUT THE ENTIRE
OPERATING RANGE OF THE PUMP PERFORMANCE CURVE.
SINGLE PHASE MOTORS SHALL BE DUAL WOUND, CAPACITOR START-RUN AND
6. CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE
(190 TO 260). THREE PHASE MOTORS SHALL BE DUAL WOUND AND CAPABLE OF
OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE (190 TO 260)
OR OPERATE ON 460 VOLT BY CHANGING THE MOTOR LEADS INSIDE THE PUMP.
7. PROVIDE MOISTURE PROBE IN THE OIL CHAMBER, CONNECT TO ALARM AND
LIGHTS ON THE CONTROL PANEL.
FIBERGLASS WETWELL:
SHALL BE A ONE PIECE UNIT WITH INTEGRAL BOTTOM, WALL AND UPPER FLANGE.
THE ENTIRE FIBERGLASS WETWELL SHALL HAVE A DYNAMIC LOAD RATING OF
16,000 FT /LBS. EACH UNIT MUST BE SERIAL NUMBERED TO IDENTIFY THE TEST
PROCEDURE USED BY THE MANUFACTURER. ASTM D 3753 SPECIFICATIONS SHALL
BE REQUIRED AS MINIMUM.
ALUMINUM HATCH:
SHALL BE TSC MODEL-54R (54") ROUND WITH 24" X 36" ACCESS OPENING,
REINFORCED FOR LOAD RATING OF 150 LBS/FT2 WITH HOLD OPEN SAFETY ARM AND
LOCKING DEVICE FOR HASP TYPE PADLOCK.
VALVE BOX:
(FOR 1-1/4" TO 2" DISCHARGE HEADER SYSTEM)
SHALL BE 26" X 36" X 18" WITH 17" X 30" LID. THE BOX AND LID SHALL BE
FIBERGLASS COMPOSITE (H-10 TRAFFIC RATED) WITH LOCKING DEVICE FOR HASP lYPE PADLOCK
(FOR 3" OR 4" DISCHARGE HEADER SYSTEM)
SHALL BE 35" X 46" X 24" WITH 30" X 48" ALUMINUM COVER, REINFORCED FOR
LOAD RATING OF 150 LBS/FT WITH LOCKING DEVICE FOR HASP TYPE PADLOCK.
ACCESSORIES:
STAINLESS STEEL #304 - GUIDE RAILS
UPPER GUIDE RAIL BRACKETS
CABLE HOLDER
ANCHOR BOLTS
VALVES :
SHALL BE BRASS SEWAGE SWING CHECK VALVES WITH CLEAN-OUT PORTS
AND BRASS GATE VALVES.
PIPING:
2 " SCHEDULE 80 PVC.
FLOAT SWITCHES:
UL LISTED SJ ELECTRO MODEL (SJ 30 SWENO).
PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, SLIDE RAIL ASSEMBLIES,
CONTROL PANEL, JUNCTION BOX, FLOAT SWITCHES, ALUMINUM HATCH(S) AND
ACCESSORIES TO INSURE PROPER OPERATION AND WARRANTY.
THE COMPLETE PACKAGE PUMPING STATION SHALL HAVE PUMP BASES,
RAIL ASSEMBLIES AND DISCHARGE PIPING ASSEMBLED BY
TECHNICAL SALES CORPORATION READY TO SHIP FOR FIELD INSTALLATION.
THE STOCKING DISTRIBUTOR FOR EBARA SUBMERSIBLE PUMPS:
TECHNICAL SALES CORPORATION, 4621 N. HALE AVE TAMPA, FL 33614 (813)876-9256
DESIGN CONDITIONS:
50 GPM @
10
FT /TDH
50 DGF U62.22 (3 HP) Synchronous Speed: 3600 RPM
120
2 Inch Discharge
110
100
90
80
g 70
"0 60
0
..
:c
C 50
..-
0
I-
40
30
20
10
0
0
10 20 30 40 50 60 70 80 90 100
Capacity US GPM
CONTROL PANEL -SHALL CONFORM TO DEP 17 -604.42(A)
CONTROL PANEL SHALL BE TSC MODEL -380 IN A NEMA 4X
FIBERGLASS ENCLOSURE. THE PANEL SHALL MEET STATE OF
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP),
ENVIRONMENTAL PROTECTION COMMISSION (EPC) AND LOCAL
CODE REQUIREMENTS GOVERNING PRIVATE LIFT STATIONS.
ALL COMPONENTS, FLOAT SWITCHES AND CONTROL
SYSTEM SHALL BE UL LISTED. THE CONTROL SYSTEM
SHALL BE INTRINSICALLY SAFE.
A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS
BETWEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS
ENTRY INTO CONTROL PANEL.
ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT
WITH LIGHTNING ARRESTER MOUNTED PER LOCAL CODES.
THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT
SEITLlNG OR TIPPING.
SINGLE PHASE WIRING DIAGRAM
U-RED V-WHITE Y-BLACK
2JfN
IS'
4W
IoICB
/'i""'-o.
MB 1 MS 1 Ol'S
/'i""'-o.
--o--l
PUMP 1
ORB CCB MB1 MB2 MCB ECB
~~~~
INTERLOCK
ETM 1 ETM2
gg
ALARM AND RUN LIGHTS
(4) FLOAT LIGHTS
~
DR(GFI)
LEAD/LAG
SELECTOR
-
o
0)
CAPACITORS AND
RELAY ARE
PANEL MOUNTED
sc
123
THERMAL
SfAl
S GRD PROBE S GRD PROBE
PUMPl mlIoIllW. PUIolP2 lIRMltW.
LEGEND
ALARM HORN
ALARM LIGHT
ALARM SILENCE BUTTON
ALTERNATOR TEST SWITCH
CONTROL CIRCUIT BREAKER
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE BREAKER
EMERGENCY CIRCUIT BREAKER
ELAPSED TIME METER
FUSE
FLASHER
FLOAT SWITCH (REGULATOR)
GENERATOR RECEPTACLE
GROUND
HAND-OFF -AUTOMATIC SELECTOR
LIGHTNING ARRESTOR
MOTOR BREAKER
MAIN CIRCUIT BREAKER
MOTOR STARTER
NEUTRAL
OVERLOAD HEATERS
PHASE MONITOR
PUMP TERMINAL STRIP
RELAY
RUN CAPACITOR
DISCHARGE RESISTOR
PUMP RUN INDICATORS
REGULATOR TERMINAL STRIP
START CAPACITOR
START RELAY
SURGE PROTECTOR
THERMAL TERMINAL STRIP
No ribs. d e Engineering Services,lnc.
CIVIL. LAND PLANNING . ENVIRONMENTAL · TRANSPORTATION
601 CLEVELAND STREET, SUITE 930
CLEARWATER, FLORIDA 33755
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TIGHT SEALS 1-1/4"
APPLETON TO PREVENT
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INTO PANEL
(727) 443-2869 Fax: (727) 446-8036
E-MAIL: NESTECHMINDSPRING.COM
TURNSTONE PROPERTIES
49 Turnstone Drive
Safety Harbor, fl 34695
tel. 727-712-1196 fax 727-723-9221
CONNECTION POINT "A"
THREE PHASE WIRING DIAGRAM
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ALL PANELS SHALL CONFORM TO FLORIDA DEP 17-604.400
CD GENERATOR RECEPTACLE FOR EMERGENCY
POWER CONNECTION WITH INTERLOCK
(l) SURGE PROTECTION AND LIGHTNING
PROTECTION ON ALL INCOMING LEGS
Q) PHASE PROTECTION SHALL BE PROVIDED
PANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP.
EBARA DUPLEX PUMP STATION
FIBERGLASS WETWELL
TECHNICAL SALES
CORPORATION
WATERWORKS & WASTEWATER SPECIALTIES 0
Representing Innovative Manufacturers
4621 N. HALE AVENUE PH (813)876-9256
TAMPA, FL 33614 FAX (813)874-1194
SCALE: N.T.S.
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TDH CALCULATIONS
6.50 - STATIC HEAD
4.53 - FRICTION LOSS IN 2" PIPE WITHIN LIFT STATION
0.50 - FRICTION LOSS IN 65' OF 3" PVC FORCE MAIN
11.54 - HEAD LOSS FRICTION & STATIC LIFT
17,00 - TDH IN EXISTING FORCE MAIN
28.54 - TOTAL DYNAMIC HEAD (TDH) LOSS
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WAREHOUSE = 3 LOADING SPACES @ 100 GPD/SPACE = 300 GPD
PLUS 15 EMPLOYESS/8HR. SHIFT @ 15 GPD/EMPLOYEE = 225 GPD
TOTAL GPD = 525 GPD
525 GPD X 4.0 PEAKING FACTOR = 263 GPH
94 GALLONS/FT OF 4' DIAMETER WET WELL
94 GALLONS x 2.2' DEPTH(pump on-pump off) = 207 GALLONS
525 GPD/207 GALLONS = 2.5 CYCLES PER 8 HR. SHIFT
AVG.DETENTION TIME = 480(minutes per 8 hr. shidt)/2.5 = 192 min.
AVG.CYCLE TIME = 207/47 = 4.4 minutes
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FRICTION LOSS IN PLASTIC PIPE
GPM LOSS(2" PIPE) LOSS (3" PIPE)
20 0.74 0.11
40 2.66 0.39
60 3.73 0.55
80 5.64 0.83
100 9.61 1.41
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2" PIPE 3" PIPE HEAD LOSS (INCL 17.0 FT. EXIST.)
20 0.93 0.10 6.50 = 24.53
40 3.36 0.37 6.50 = 27.24
60 4,71 0.52 6.50 = 28.74
80 7.13 0.79 6.50 = 31.42
100 12.14 1.35 6.50 = 36.99
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PHILIPPI ASSOCIATES, P. A.
architecture / Urban design
3637 4th Street North, Suite 230, St. Petersburg, Florida 33704
Telephone (727) 822-7526 Fax (727) 822-5263 [-Mail: rophilippi@aol.com
CIVIL ·
LAND PLANNING
.
FAMILY RESOURCES,
Family Counseling
Clearwater, FL
Un ion
and
Street,
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QTY CODE COMMON NAME BOTANICAL NAME SIZE & SPACING
8 BC BALD CYPRESS TAXODIUM DISTICHUM 10' HIGH, 2-1/2" CAL., 25 GAL.
8 MG MAGNOLIA ~~~NO~IA GBAN.P1FLORA 10' HIGH, 2-1/2" CAL., 45 GAL.
6 CM CRAPE MYRTLE LAGERSTROEMIA INDICA 8' HIGH, 2" CAL., B&B
6 LT L1GUSTRUM TREES L1GUSTRUM LUCIDUM 8'x8', 2" CALIPER, B&B
5 L.J LAKEVlEW JASMINE TREE MURRAYA PANICULATA 4' STANDARD, 7 GAL.
19 SP SABAL PALM SABAL PALMETTO 10' c.t., B&B
2 LO LIVE OAK QUERCUS VIRGINIANA 10' HIGH, 2-1/2" CAL.
31 HI HIBISCUS HIBISCUS ROSA SINENSIS 18"x18", 3 GALLON, 3' O.C.
22 PO PODOCARPUS PODOCARPUS MACROPHYLLUS 28"x12", 2 O.C., 3 GAL.
145 AG AZTEC GRASS OPHIOPOGON INTERM 12" 18" O.C., 1 GAL.
58 PJ PARSONII JUNIPER JUNIPERUS CHINENSIS 12"x15" SPREAD, 3' O.C., 3 GAL.
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42 VA VARIGATED ARBORICOLA 16"x16", 3 GALLON, 3' O.C.
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75 RF RED FOUNTAIN GRASS PENNISETUM SETACEUM 18"x12", 3 GALLON, 3' O.C.
282 WV WALTERS VIBURNUM VIBURNUM OBOVATUM 18"x12", 3 GALLON, 3' O.C.
260 MJ MINIMA JASMINE TRACHELOSPERMUM ASIATICUM 12" SPREAD, 1 GALLON, 18" O.C.
..
42 VS SANDANKWA VIBURNUM VIBURNUM SUSPENSUM 18" HIGH, 3' O.C., 3 GAL.
TBD SOD FLORITAM GRASS FLORITAM
INC.
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LANDSCAPE PLAN PREPARED BY
CHUCK BUTLER
BUTLER'S NURSERY, INC.
7011 75th. STREET N.
PINELLAS PARK, FL 33781
17271544-0445
FAX17271541-5027
Center
SCALE: 1 "=20'
20
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Nonhside
Engineering Services,lnc.
ENVIRONMENTAL . TRANSPORTATION
601 CLEVELAND STREET, SUITE 930
CLEARWATER, FLORIDA 33755
(727) 443-2869 Fax: (727) 446-8036
E-MAIL: NESTECH@MINDSPRING.COM
PROPERTIES
TURNSTONE
49 Turnstone Drive
Safety Harbor,
tel. 727-712-1196
fl
fax
34695
727-723-9221
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HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
IRRIGA TION NOTES (CONTINUED I
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED.
a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL
APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN
ORDER TO PROCESS THE PERMIT.
b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF
SITE 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.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD CO. OR APPROVED EQUAL.
c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED.
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
TREE PROTECTION AND PRESERVATION.
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/
ENGINEER.
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS.
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE.
IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES, GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED.
LANDSCAPING
XERISCAPING
1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED
IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT
BE PLANTED WITHIN MAINTENANCE EASEMENTS.
2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE
REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF.
3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE
MATERIAL SHOULD REMAIN AS GREENSPACE,
4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH.
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRiI;ATION.
8. LOW-MAINTENANCE DESIGN,
5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE-
MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER
LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA.
6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL
STRUCTURE, AND SEASONAL HIGH WATER TABLE.
7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER.
8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
3' IN HEIGHT.
1 O. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
TREE & SHRUB PLANTING DETAILS
1. lHE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPfABLE. ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE.
IRRIGA TION NOTES
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE.
2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP-
PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
LOW NEED AREAS.
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL.
3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER
SUPPLY HOSE BIBB.
4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER
CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND
LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL.
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN
SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
...
'.....
...
PHILIPPI ASSOCIATES, P. A.
Clrchitecture / Urban design
3637 4th Street North, Suite 230, St. Petersburg, Florida 33704
Telephone (727) 822-7526 Fax (727) 822-5263 E-Mail: rophilippi@aol.com
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Norlhsiide
CIVIL.
LAND PLANNING
601 CLEVELAND STREET, SUITE 930
CLEARWATER, FLORIDA 33755
FA MIL Y RESOURCES, INC.
Bed Shelter and Family Counseling
1615 Union Street, Clearwater, FL
Center
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CROWN SPREAD
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
Mound To Form Saucer
3- Minimum Mulch Loyer
Remove Burlap From
Around Top Of Boll
Planting Soil Mixture
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White S~rveyor's Tagging
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3" Minimum Mulch
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Spaced 120 Around Tree and
Set At A 4S'Angle With 3- # 68
Duckbill Anchors Or Equal
CONCRETE CURBING
ASPHALT PAVEMENT '
ROAD BASE ~
SHRUB PLANTING DET AIL
N.T.S.
TREE ST AKING & PLANTING DET AIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
CROWN SPREAD
For Cobbage Palm Installation:
Trim All Fronds at Time
of Digging and Planting
For Washington Palm Installation:
Leave inside row of fronds
lie up with biodegradable twine
For Cabbage Palms:
All Trunks to be Smooth and
All Burn Marks Brushed Away
For Washington Palms:
Leave 011 boots on trunk
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
2 Layers Burlap Pod at
Support Contact - No
Nails in tree Wood
Remove Dead and Injured
Twigs. Trim No Leaders,
Retain Natural Shape.
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Three Feet Long
Remove after one growing season.
Saucer Rim
3 - 12 Guoge Galvanized Wires
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PALM STAKING & PLANTING DETAIL
TREE STAKING & PLANTING DET AIL
N.T.S.
N.T.S.
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PINES
r 1 - X 4- Horizontal Wood
Members or
6' - 8' . Approved Substitute
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Barriers Placed at Protective Radius
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2/3rd's drlpllne for hardwoods 16'mln)
full drlpllne for pines 16'mln)
Full Dripline
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TREE BARRICADE DET AIL
WOOD FENCE
N.T.S.
(727) 443-2869 Fax: (727) 446-8036
E-MAIL: NESTECH@MINDSPRING.COM
TURNSTONE PROPERTI ES
49 Tu rn ston e Drive
Safety Harbor, fl 34695
tel. 727-712-1196 fax 727-723-9221
.
Engineering Services, Inc.
ENVIRONMENTAL . TRANSPORTATION
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PHILIPPI ASSOCIATES, P. A.
CJrchitecture / urbon design
3637 4th Street North, Suite 230, St. Petersburg, Florida 33704
Telephone (727) 822- 7526 Fax (727) 822-5263 E-Mail: rophilippi@ool.com
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D e51~ner: ~dltor: Plan it
CHUCK ~UfL.~R
No nhsl d e Engineering Services,lnc.
CIVIL. LAND PLANNING · ENVIRONMENTAL · TRANSPORTATION
TURNSTONE PROPERTIES
49 Turnstone Drive
Safety Harbor, fl 34695
tel. 727-712-1196 fax 727-723-9221
601 CLEVELAND STREET, SUITE 930
CLEARWATER, FLORIDA 33755
(727) 443-2669 Fax: (727) 446-6036
E.MAIL: NESTECH@MINDSPRING.COM
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Telephone (121) B22-152~ Fax (121) B22-52~3 E-Mail: rophrlIPp,61aol.com
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2, TOWNSHIP 29 SOUTH, RANGE
PINELLAS COUNTY, FLORIDA
FIELD BOOK 29, PAGE 72
JOB #23121
SECTION
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I
( IN FEET )
1 inch = 20 ft.
CERTIFIED TO: FAMILY RESOURCES
LEGAL DESCRIPTION: (AS PROVIDED)
COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWESl 1/4 OF THE NORTHEAST 1/4 OF SECTION 2,
TOWNSHIP 29 SOUTH, RANGE 15 EAST AS A POINT OF BEGINNINI; RUN SJUTH ALONG THF. NORTH-SOUTH
CENTERLINE OF SAID SECTION 2, 363 FEET; THENCE SOUTH 89"1:'23" EAST, 133.23 FEET; THENCE NORTH
01.34'59" EAST, 363 FEET TO THE NORTH BOUNDARY LINE OF S,~ID SECTION 2; THENCE WEST ALONG SAID
NORTH BOUNDARY LINE 144 FEET TO POINT OF BEGINNING, LESS THE NOI~THERL Y 33 FEET THEREOF.
CONTAINING 1.04 ACRES OR 45639.1 SQUARE FEET, MORE OR LE~;S
NOTE:
This Survey was performed without the benefit of a complete Title Search or
Policy and may be subject to Easements, Restrictions, Right-Of-Ways, and/or
other Conditions of Title that may be found in the Public Records of Pinellas
County, Florida.
llilIE.:..
~ DENOTES CITRUS TREE
o
e
*
-
@
-
e
ELEVAllONS SHOWN HEREON ARE BASED UPON A PINELLAS COUNTY
ENGINEERING DEPT. BENCH MARK -HIGHLAND NO 2, 1973", MAP #1275,
ELEV.=35,831 FEET, NGVD-1929.
DENOTES PINE TREE
DENOTES CHERRY LAUREL TREE
DENOTES JACARANDA TREE
DENOTES PALM TREE
(SIZES AS SHOWN)
DENOTES OAK TREE
DENOTES MAPLE TREE
DENOTES UNKNOWN TREE
~ DENOTES WOOD UTILITY POLE
-w- DENOTES OVERHEAD UTILITY WIRES
C DENOTES GUY WIRE & ANCHOR
()()
cpo DENOTES EXISTING ELEVATION
+
15
EAST
80
I
Donald E. Armstrong Jr.
Professional Land Surveyor
40347 U.S. 19 N., Suite 125
Tarpon Springs, Florida 34689
Phone (727) 945-1073
Fax (727) 945-8343
SURVEYOR'S REPORT
1,) Use of thll Survey by anyone other than those Certified To will be the re-users sole risk without Liability to this Surveyor.
2.) No underground encroachments (If any), foundations, structures, sprinklers, and/or utilities hove been located and/or shown unless
otherwise indicated hereon.
3.) No Instruments of record reflecting easements, rights of way, restrictions and/or ownership were provided to this surveyor
unless otherwise Indicated hereon.
4.) The above described property appears to fall In Zone X, os shown on the Federal Emergency Management Agency (F.E.M.A.),
National Flood Insurance Program, Flood Insurance Rote Mop (F.I.R.M.), Community #125139. Panel H0107-D, Index
Date ~/6/96, Mop Revised 5{6/96, Base Flood Elevation of N/A feet. N.G.V.D. 1929.
5.) Basil of Bearings: Ealt Line of lubJect Property - N 01.34'59" E (Deed)
6.) All Bearings and Distances shown hereon ore Deed and Field Measured unless otherwise shown.
7.) Additions or deletions to this Survey Map and/or Reports by other than the signing Surveyor Is prohibited without the written
consent of the Ilgn/ng Surveyor,
ABBREVlA llON LEGEND:
F.I.R rOUND IRON ROO, SIZE INDICATED
S.I.R. SET IRON ROO, 1/2" P.LS.150B3
F.O.P. FOUND OPEN IRON PIPE, SIZE INDICATED
F.P.P. FOUND PINCHED IRON PIPE. SIZE INDICATED
F.N.D. FOUND NAIL AND DISK
S.N.D. SET NAIL AND DISK, P.LS.15083
F.C.M. FOUND CONCRETE MONUMENT
P.R.M. PERMANENT REFERENCE MONUMENT
P.C.P. PERMANENT CONTROl. POINT
P.O.C. POINT or COMMENCEMENT
P.O.B. POINT Of' BEGINNING
R.LS. REGlSTERSEO LAND SURVEYOR
P.LS. PROFESSIONAL LAND SURVEYOR
P.S.M. PROFESSIONAL SURVEYOR & MAPPER
P .I.N.C.O. P1NEllAS COUNTY PROPERTY APPRAISERS
RECORDS
DATE
REVISION
10/8/03
ADDL. TOPC
SEC. SECTION
TWP. TOWNSHIP
RGE. RANGE
(D) DEED
{~~ ~It,.,1URED
d CALCULATED
CONC. CONCRETE
COV. COVERED
ASPH. ASPHALT
PVMT. PAVEMENT
ELEV. ELEVATION
TYP. TYPICAL
R!W RIGHT-Of-WAY
LB. LAND BUSINESS
Certified For: Boundary & Topographic Survey
This certifies that a survey of the property shown hereon was mod
under my supervision ond that the survey meets the Minimum
Technical Standards set forth by the Florida Board of Professional
Land Surveyors and Mappers in Chopter 61 G17-6, Florida
Administrative Code, pursuant to Section 472.027, Florida Statues.
~ Survey not valid without the signature and the original
raised seal of a Florida Licensed Survey. rand M per.
7 /16/03
Field Survey Date