FLS01-07-57
FLS 01-07-57
NORTHWOOD
PLAZA
2560 MCMULLEN "Boot
ROAD
I'
.
.
CITY OF CLEARWATER
PLANNING DEPARTME;\;T
POST OFFICE Box 4748, CLF_\R\XATER, FLORJDA 33758-4748
~c:-aClPAL SERVICES BCILD(~G, 100 SOUTH MYRnE A\iE:'\CE. CLEARWATER, FLORIDA 33756
TELEPHO:'\E (727) 562-4567 FAX (727) 562-4576
Lo:'\G RA.'\;GE PIA.'i:'\I:'\G
[)j:VELOPME:o.'T REVIEW
HOCSING DMSION
NEIGHBORHOOD SERVICES
t
September 14, 200 1
Mr. Gordon Comer
Northwood Plaza, LLC
8302 Laurel Fair Circle, Suite 100
Tampa, Florida 33610
RE: Development Order regarding case ~~; at 2508 McMullen Booth Road
Dear Mr, Comer:
This letter constitutes a Development Order pursuant to Section 4-202 E of the
,IF
.,~'~\ \', ~ COIbJ11unity Development Code. On June 14,2001, the Development Review Committee
..\~' I ~l,(,~,"~RC) reviewed your application for Flexible Standard Development to reduce the
:""', I) 'f... "l~uired front (east) setback along McMullen Booth Road from 25 feet to 15 feet. The
/~;~.f i ~~ \j ~~osal includes the redevelopment of an existing 3,385 square foot building (Nicholson
i ~ y'~\; ,', ",.'1. Ilotlse) by adding 2,855 square feet and creating a 6,240 square foot retail sales and
\; ~' .:\ 1~ice establishment. The DRC unanimously recommended approval of the application
J, ", .(\ ...\ .,' ~h' the following four conditions:
. :.,.,.'-."... ~\~
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1. That a final landscape plan be submitted to and approved by Staff prior to the
issuance of any permits;
2, That a five-foot sidewalk be installed along McMullen Booth Road prior to issuance
of a Certificate of Occupancy;
3. That the architecture of the building be consistent with the overall design of the
Northwood Plaza Shopping Center including colors and materials; and
4. That existing signage be brought into compliance with Code and that all future
signage comply with Code,
I concur with the findings of the Development Review Committee and, through this
letter, approve your application for Flexible Standard Development with the above four
conditions,
Pursuant to Section 4-303, an application for a building permit shall be made within one
year of Flexible Standard Development approval (September 14, 2(02). 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.
BRIAr, J AI'l'l;ST, MAYOR-CO\I~IISSI0I'ER
Ell H\RT, VICE ~t\)()R-CO\I~IISSI0I'ER WHIT~EY GR\\'. C()\I~IISSIO~ER
Hun H\.\IILTO:-':, C()~I~IISSI():-':ER * BIIJJO:-':';O\;, Cl)\I~IISSI0\;ER
"::,1 \1 FliP1r,\'.I:"T ,'I \[:1:11."'\")"1' .\('T!t\' F'I"'I\\1-"I"
...
.
.
September 14, 200 1
Comer - Page Two
Please be aware that 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.
In addition, please be aware that an appeal of a Level One approval (Flexible Standard)
may be initiated by a property owner abutting the property which is the subject of the
approval within seven days of the date the development order is issued. 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 will expire on September 21,
200 1.
If you have any questions, please do not hesitate to call Mark Parry, Planner at 562-4558.
\ Y C ! Sipcerely yours,
"I.. J"F('.~' ,." "', I/J/'
, '.' I' . ('J I'll'-
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:' ,\, ';~ ~:" Cjpthia H, Tarapani, AICP
: i ....\ ~ ,\ ' 1 Plaitning Director
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I" ;?",,': ~~"ctJ:S~ounding property owners
S:\Planning DepanmenflC D B\Standard Fldllnnactive or Finished CasesWcMullen Booth 2508 Nonhwood Plaza .
ApprovedIMcMullen Booth 2508 Development Order,doc
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ARC = 244,80'
CHORD = 243.50'
C.B. = S,80" 16' 37"W,
---
~_EASTLAND BOULEVARD
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~<::jRADIUS = 262.50'
G ARC = 98.14'
~ CHORD.. 97.57'
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Me - 282.32'
CHORD - 281.~5'
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ENTERPRISE ROAD
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SCALE: 1" = 1 00'
BENCH MARK NOTE:
ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY
BENCH MARK No. 944 SAFETY "J", EL = 25,183
NATIONAL GEPDETIC VERTICAL DATUM, ADJUSTED.
SECTION 28,
DESCRIPTION:
PARCEL A:
That port of the Southwest one-quarter of Section 28, Township 28 South, Range 16 East,
Pinellas County, Florida, more particularly described as follows:
Commence at the Southwest corner of Section 28, Township 28 South, Range 16 East,
Pinellos County, Florida and run South 89'30'48" East, 270,00 feet along the centerline
of County Rood No. 102; thence North 00'02'25" East, 50,00 feet to the North
right of way of County Rood No. 102 for a Point of Beginning; thence continue
North 00002'25" East, 250.00 feet; thence North 89030'48" West, 220.00 feet to the
East right of way of Landmark Drive; thence North 00'02'25" East. 78,39 feet along the
aforesaid East right of way of Landmark Drive; thence continue along said East
right of way of Landmark Drive along a curve to the left having a radius of 934.63 feet,
a chord length of 281,25 feet, chord bearing of North 08'36'48" West and an ore length
of 282,32 feet; thence North 72'43'58" East, 25.00 feet; thence North 5 r 1 4' 12" East,
229.67 feet; thence North 37'12'09" West, 54.43 feet; thence along a curve to the
right having 0 radius of 262,50 feet, a chord length of 97.57 feet, chord bearing of
North 26'29' 32" West and an ore length of 98.14 feet; thence North 15'46'55" West,
54,00 feet to the south right of way line of Eastland Boulevard; thence along a curve to
the right having 0 radius of 686,84 feet, 0 chord length of 243.50 feet, chord bearing of
North 80016'37" East, and on arc length of 244,80 feet along the South right of way of
Eastland Boulevard; thence continue South 89'30'48" East, 711.88 feet and along the
aforesaid South right of way of Eastland Boulevard; thence South 00' 13' 05" West,
20000 feet; thence South 89'30'48 East, 200.00 feet to the West right of woy of
McMullen Booth Road (State Road 593); thence South 00' 13' 05" West, 563,88 feet
along the aforesaid West right of way of McMullen Booth Road (State Road No, 593);
thence North 89030' 48" \West, 300,00 feet; thence South 00013' 05" West 200.00 feet to
the North right of way of County Road No. 102; thence North 89'30'48" West 712.83 feet
to the Point of Beginning
Together with non-exclusive easement rights benefitting the aforesaio Northwood Plaza
parcel, as follows:
PARCEL B:
Reciprocal Easement Agreement between Sun First Notional Bonk 'of 'Dunedin and
Northwood Plaza, Ltd. dated July 17, 1979, recorded in Official Records Book 4884,
Page 492 of the Public Records of Pinellas County, Florida;
PARCEL C:
Drainage and Retention Easement Agreement between Sun First National Bank of
Dunedin and Northwood Plaza, Ltd., dated July 17, 1979 recorded in Official Records
Book 4884, Page 497 of the Public Records of Pinellas County, Florida;
PARCEL 0:
Reciprocal Easement Agre ement between Florida Federal Savings and Loon
Association and Northwood Plaza, Ltd" doted October 5, 1979, tecorded in Official
Records Book 4923 , Page 1476 of the Public Records of Pineilas County, Florida;
and
PARCEL E:
Declaration of Easements for Access, Parking, Utilities and Drainage dated
December 20, 1988, exec:uted by Rutenberg Associates Ltd., and recorded in
Official Records Book 6911, Page 1428, Public Records of Pinellas County, Florida.
GENERAL NOTES:
1, ALL ELEVATIONS SHOWN ARE BASED ON N.G.v. DATUM. CONTOUR
INTERVAL = ONE-HALF FOOT.
2, ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY.
3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAf<'EN fROM ATLAS
SHEETS /II ,UILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR
SHALL VER" I THE LOCATION OF ALL EXISTING UTILITIES PRI)R TO
CONSTRUCTION.
4, ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR
TO CONSr 'TION,
5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY ':;0~./I'ANIES,
BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING
CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND
ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION.
6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER
SERVICE AREA.
7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATEFi Sl:.r'MCE
AR EA.
8, ALL STRIPING, PAVEMlENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL
DEVICES SHALL CONF"ORM TO F.D.O.T, STANDARD INDICES -" 1998
EDITION AND FAC. 14-110.
PINELLAS COUNTY UTILITY NOTE:
A PINELLAS COUNTY DRIVEWAY PERMIT AND/OR
UTILITIES LICENSE IS REQUIRED FOR ALL WORK
WITHIN PINELLAS COUNTY RIGHT-OF -WAY OR
EASEMENT,
9. A PINELLAS COUNTY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS
REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT -OF-WAY,
10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH
THE "AMERICANS WITH DISABILITIES ACT," THE CITY OF CLEARWATER
REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING
CONSTRUCTION,
I
I O~~C\
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t\.. ~ x...r ; EXISTING ONE STORY
n~' 3,385 S.F, RETAIL
I BUILDING (AND PROPOSE
2,855 S,F. ADDITION)
TOTAL PROPOSED
BUILDING AREA
- 6,240 S,F.
~ TEMPORARY BENCH MARK 11
EL. = 53,57
PK NAIL NORTH SIDE OF POWER POLE
#B-74666 LOCATED AT SOUTHEAST
CORNER OF SUNTRUST BANK PARCEL
~ TEMPORARY BENCH MARK 12
EL, = 55,28
TOP OF NAIL AND DISK #LB208
LOCATED AT NORTHEAST CORNER OF
SUNTRUST BANK PARCEL
11, AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL
BE CONSTRUCTED IN ACCORDANCE WITH F,D.O.T. INDEX No, 304 AND
THE FLORIDA ACCESSIIBILlTY CODE FOR BUILDING CONSTRUCTION,
TABULATION OF NOTES
USE
AREA - EXISTING
% OF
Ac, TOTAL
S.F, Ac,
% OF
TOTAL
79,89"
24,86%
AREA - PROPOSED
SF
1, IMPERVIOUS AREAS
A. BUILDING GROUND
COVERAGE
B, WALKS,STOOPS,DECKING
795,256 S.F. 18,26 k.. 79,50" 799,261 S,F. 18.3.5 Ac.
245,881 SF 5.65 Ac, 24.60% 248,736 S,F. 5.71 Ac.
98,936 S.F, 2,27 Ac. 9.88% 97,990 S,F, 2,25 Ac.
9,80%
C, PAVEMENT
450,439 S.F, 10,34 Ac. 45.02% 452,535 S,F, 10,:39 Ac.
45.23%
2. OPEN SPACE
A, DETENTION AREA WATER
SURFACE
B, GRASS AND LANDSCAPE
AREAS
205,218 S,F. 4.71 k.. 20,50" 201,213 S.F. 4,62 Ac.
61,986 S,F, 1.42 Ac. 6.18% 61,986 S.F. 1.42 Ac,
20,11"
6.18%
143,232 S.F, 3.29' Ac. 14.32% 139,227 S,F, 3,20 Ac.
13.93%
3_ TOTAL
1,000,474 S.F. 22,97' k., 100,00" 1,000,474 S,F. 22.97 Ac,
100,00"
NET INCREASE IN BUILDING AREA = 2,855 S,F,
NET INCREASE IN PAVT, / WALK AREA = 1,150 S,F.
TOTAL INCREASE IN IMPERVIOUS AREA = 4,005 S.F,
FLOOD ZONE NOTE:
THIS SITE LIES WITHIN THE FEDERAL EMERGENCY
MANAGEMENT AGENCY FLOOD ZONE X ACCORDING
TO FLOOD INSURANCE RATE MAP COMMUNITY -
PANEL NUMBER 125096 0006 D, INDEX DATED
AUGUST 18, 1992,
INDEX OF DRAWINGS
SHEET No. DESCRIPTION
1. COVER SHEET
2. _ LAYOUT, PAVING AND DRAINAGE PLAN
3. - PAVING AND DRAINAGE DETAILS
4. - SITE CONSFWCTION SPECIFICATIONS
TOWNSHIP 28 SOUTH,
RANGE 1 6 EAST
N
,
.:/'
t'i"'<"""', ..,..
r':::~ ....... i \ \.:~ :v
:\:~~\\\~~~\,\ .....
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... .. '\ ,~
'...J...
-:..0-'
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~~~'Vqq~
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i ~."'.,..r
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I
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o.
CD ".c_.."
..".'0-
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-.Jj
-.J
:)
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ZONING COMPLIANCE NOTES:
Vi c i n ity M a p..._~~~:;;,~~3
; "\~~,.~.
Not To Scale,,' <)., ,;...,
"_4<' ~'''.t :"',J ':,~, c:/t.,
1. EXISTING ZONING = C
2. EXISTING LAND USE = COMMERCIAL GENERAL
3. MINIMUM ALLOWABLE SITE AREA = 3,500-10,000 S,F,
PROPOSED SITE AREA = 1,000,474 S,F.
4. MAXIMUM ALLOWABLE FLOOR AREA RATIO = 0.55
PROPOSED FLOOR AREA RATIO = 0.25
5. MAXIMUM ALLOWABLE IMPERVIOUS SURFACE RATIO 0,95
PROPOSED IMPERVIOUS SURFACE RATIO = 0.80
6. MAXIMUM BUILDING HEIGHT = 25 FT.
7, REQUIRED SETBACKS
A. FRONT 25 FT. (MINIMUM STANDARD)
B, SIDE 10FT. (5' REQUESTED AS FLEXIBLE STANDARD)
C, REAR 20 FT.(MINIMUM STANDARD)
8. PROPOSED NUMBER OF TENANT SPACES = 3
9. PARKING REQUIRED:
OFFICE = 4 SPACES PER 1,000 S.F, GROSS ~I.oOR AREA.
AIL = 5 SPACES PER 1,000 S,F. GROSS . _OOR AREA,
10. PARKING TABULATION
ADDITIONAL Fl_OOR AREA PROPOSED = 2,855 S,F
REG. .D PARKING = 5 SPACES PER 1,000 S.I
15 SPACES REQUIRED, 26 SPACES PROPOSED
EXISTING NUMBER OF PARKING SPACES = 961
PROPOSED NUMBER OF PARKING SPACES = 987
TOTAL PARKING SPACES ADDED = 26 SITE PLAN APPROVED
I ~2J2f.. -0'7 -5)
. L-
ORe DATf :Jz ' l'f.~ (
,
STORMWATER DETENTION NOTE:SIGNATURE
nJ.TF q.lq.#t
STORMWATER QUALITY AND QUANITY FACILlTIES"'t':l)~r:mty E.XIST SERVICING
THESE IMPROVEMENTS. NO CHANGES TO THE EXISTING FACILITIES ARE
PROPOSED. THE NET INCREASE IN IMPERVIOUS AREA PROPOSED IS 7697 S.F,
AND THE TOTAL BUILDING AREA ADDED IS 2855 S.F,
LANDSCAPE AND IRRIGATION NOTE:
REFER TO LANDSCAPE AND IRRIGATION PLANS PREPARED BY COPLEY DESIGN
ASSOCIATES, INC. FOR DETAILED LANDSCAPE AND IRRIGATION IMPROVEMENTS,
WATER AND SANITARY SEWER SERVICE NOTE:
WATER AND SANITARY SEWER SERVICE EXISTS FOR THE EXISTING BUILDING
STRUCTURE. NO EXTERNAL SERVICING CHANGES ARE REQUIRED. REFER TO
ARCHITECTURAL PLAN FOR PLUMBING DETAILS,
3 6
2 6
1
No,
PER CITY OF CLEARWATER REQUEST
PER S,W.F,W.M.D, REQUIREMENTS
CORRECTED TABULATION
'tI:C ...-
'tI:C ...-
R R D 'tI:C ...-
DRN. CKD.APP.
CLEARWATER
PREPARED FOR:
NICHOLSON HOUSE ADDITION
COVER SHEET
PINELLAS COUNTY
DATE: MAY 9, 2001 APPROVED BY:
DES,: T,G. Radcliffe
DRN.: RLG
CKD.: ~
SCALE: 1" = 1 00'
JOB No. 29129
;'.1
\\I,\"'lllt'JJ
.,., ze I ' lORIDA
LLOVERAS
........"':') .~..."'...1....~~ I ~'
.:.1. .- !r 1 fI\ ".
,".~-:...-'~.~",'JJ' -. .
;-1-'.1 I,'": cS ;"',
r }~ : o..J .1' 'J r::... . 0
i r ~ ("'4 ,:. t.,,;:'j;'
0.' ~"~ >:',_ (,.. V ...
~If" :.:},1 'F'
S, "AND l1'lLOV~g..~4 \t;'~~? ~''')i
FL ENGINEER'S'LlQENSE r:f~..R.E:'8M~.'>'.. ')',/
FL SURVEYOR & 'MAPPE/3 Lro ~~, o~.\Ls",.1162
BAUR & STEVENS"( ",;'""'"'' SH1ET
NORTHWOOD PLAZA, LLC
c/o MR, JOHN HOLDEN
7027 West Broward Blvd,
Plantation, FL 33317
Phone: (954) 294-2694
ENGINEERS
Phone: (727) 784-3965
29228 U,S, HIGHWAY 19 N.
SURVEYORS
#LB 0000208
PLANNERS
Fax: (727) 784-8153
CLEARWATER, FLORIDA 33761
OF
4
CONSTRUCTION PLANS
JOB No.
29129
<
o
Of::::
~J<;
i-.:.;:::
o < ,<:{:
C5'-0/i!
CJ<:{:
\
\ \
......it
N
0' 10' 20' 40'
~1IIIlI I
SCALE IN FEET
I
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I
I
I
I
I
I
I
I
I
///
\
\
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~---
/
(j\
(j>
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\
/
n:(
/
/
. /---- ........... t)
S OPE
9'
----
~-~-==:--==-...::::::-~-------
-'--
---
---
NOTE:
* DENOTES 18' COMPACT CAR PARKING
PAVEMENT LEGEND
I DENOTES MODIFIED PC 1 ASPHALT OVERLAY
I DENOTES NEW PAVEMENT AND BASE
=-
----
----
-570
'----
SECTION 28, TOWNSHIP 28 SOUTH, RANGE 16 EAST
r-
~-------- ,...
"
'v- --S75~
EXISTING FIRE
HYDRANT ASSEMBLY
~<'y\)
C\''0
\\~
~O
--
.....A
r-.. -56.5- --;;>
\.- -- --
---
---
-----------
------------
_----- -57.S~_
- - - --=- -==- - :.-.:>
--- ---
---
---
----
---
---
-----
-----------
ABBREVIATION LEGEND
BC
CL or <t.
co
CONC.
C.M.P.
0.1,
EL,
EP
EXIST,
F.F,
F.H,
GA
GND,
GV
HC
INV,
J.B.
LTP
O,F,S.
M.H,
PP
R.C,P.
R/W
= BACK OF CURB
= CENTERLINE
= CLEANOUT
= CONCRETE
= CORRUGATED METAL PIPE
= DROP INLET
= ELEVATION
= EDGE OF PAVEMENT
= EXISTING
= FINISHED FLOOR
= FIRE HYDRANT
= GUY ANCHOR
= GROUND
= GATE VALVE
= HANDICAP
= INVERT
= JUNCTION BOX
= LIGHT POLE
= OVERFLOW STRUCTURE
= MANHOLE
= POWER POLE
= REINFORCED CONCRETE PIPE
= RIGHT-OF -WAY
EXISTING
;/O'f.,1 OR 'f., ~'O,1
24-------
_ _.... _______ 25 -
/- ~
ASPHALT
0""1 CURB
- - :---<::1-De- - -r"l-- - -
JB./.4 CB.~.J
J LATERAL
- ~ )---<1-Se- - - -y+-- -1Cl
M.H.~ WYE ~ C.O:-~
- --<::1- ~ -We- ~ - -
F,H. G,V.
- --<::t- -FMe- - --<:S- -
- - --<l--- - -S/De---<3--- - ---
GENERAL LEGEND
DENOTES
RIGHT-OF-WAY or PROPERTY LINE
SPOT ELEVATION
CONTOUR
PAVEMENT
STORM DRAINAGE
SANITARY GRAVITY MAIN
WATER MAIN
FORCE MAIN
SUB-DRAIN
WATER METER
PROPOSED
~
_____ 24::---25-
ASPHALT
Ill( D~~- ~D,1.
c~
I LATERAL
Ill( S ,4 01
(.Q) WYE -<I" c ,0,-""
'IIlI( ~ W-'4~
F.H. G,V,
---.( - --FM---~---
JB. -.)I
.
M.H,~
-...c -S/D- -c--- -
"0
TREE LEGEND
~..... . :_J~.:\ :_~'
,)
I
I
SYMBOL
o
t;.
o
!)
o
SIZES AS SHOWN
NOTE: ONLY TREES 4" D.B.H. OR LARGER
HAVE BEEN LOCATED AND SHOWN,
DESCRIPTION
OAK
PINE
PALM
CITRUS
OTHER AS NOTED
INDEX OF DRAWINGS
SHEET No,
DESCRIPTION
1 , .
2..
3..
4..
COVER SHEET
LAYOUT, PAVING AND DRAINAGE PLAN
PAVING AND DRAINAGE DETAILS
SITE CONSTRUCTION SPECIFICATIONS
DEMuLlTION NOTE:
ALL EXISTING SITE IMPROVEMENTS IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN HEREON SHALL BE REMOVED, THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED DEMOLITION
PERMITS AND FOR COMPLIANCE WITH ALL PERMIT CONDITIONS,
WATER AND SANITARY SEWER SERVICE NOTE:
WATER AND SANITARY SEWER SERVICE EXISTS FOR THE EXISTING
BUILDING STRUCTURE, NO EXTERNAL SERVICING CHANGES ARE
REQUIRED, REFER TO ARCHITECTURAL PLANS FOR PLUMBING DETAILS
GENERAL NOTES:
1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V, DATUM, CONTOUR INTERVAL
= ONE FOOT,
2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY,
3, ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS
SHEETS, "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR
SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
4, ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
5, THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES. BOTH
PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES
THEY MAY HAVE AFFECTING CONSTRUCTION,
6, THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA.
7, THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE
AREA.
2 6 21 01
1 6 12 01
No, DATE
PER CITY OF CLEARWATER REQUEST
PER S.W.F.W,M.D. REQUIREMENTS
REVISIONS
RRD << ~
RRD << ~
DRN, CkO, APP.
NORTHWOOD PLAZA
NICHOLSON HOUSE ADDITION
LAYOUT. PAVING AND DRAINAGE PLA~~t~':;~,~
CLEARWATER PINELLAS COUNTY ",,\ " i .flC)RWA
PREPARED FOR: DATE: MAY 9. 2001 APPROVED BY: ".
NORTHWOOD PLAZA, LLC DES,: T.G, Radcliffe
c/o MR, JOHN HOLDEN DRN.: RLG, RRD
7027 West Broward Blvd, ~
Plantation, FL 33317 CKD,: 7x;A.
Phone: (954) 294-2694 SCALE: 1" = 20J
JOB No. 29129
LLOVERAS
BAUR & STEVENS
2
OF
ENGINEERS - SURVEYORS - PLANNERS
Phone: (727) 784-3965 #LB 0000208 Fax: (727) 784-8153
29228 U.S, HIGHWAY 19 N, CLEARWATER, FLORIDA 33761
4
CONSTRUCTION PLANS
29129
JOB No.
TRANSITION FROM WALK
6" EXPOSED TO WALK
FLUSH WITH PAVEMENT
~
~
~
~
~
~
~
~
)-
-
,
WALK 6" EXPOSED
,---------------------
I~/--------------------
(~,------- ~
'------============--- v ~
--- ,/' /
Iv ~
56.~El~ ~"" . ",~
~Ol SLOP~ / .' .
..' (M~. '-"PARKING BY
DISABLED PERMIT
ONLY" SIGN
WALK FLUSH WITH --........
EDGE OF PAVEMENT
~
.....J
~
lL.
o
W
o
o
w
. o-<)s%.t
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!'-....
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~
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(j"
OAK
t---
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.~~
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.
@WS':f:"::""" ':";;:';::>i"""S'j,:iw,:si6'~,,?6' / ~'L ! ". '. ,- .\
k,' 'i' ' '~6'Ji;~A>' '~O: 1SLOP~ .
\~>':x:x:*'<w~k",,~*='" N:t., . (MAXIMUM)
~(M~"'_==__'''p; I ~~~~ ~
~J/' ~'!'O
l/i~O
~, 'IS
~ '"L'
'7
...
,..
\
TRANSITION FROM WALK
6" EXPOSED TO WALK
FLUSH WITH PAVEMENT
PROPOSED BIKE RACK
5' DECORATIVE BRICK
PAVING PEDESTRIAN
WALKWAY SEE DETAIL
SHEET NO.3
.
r------
PROPOSED 200 S,~
OUTDOOR SEATING
AREA
.
.
"PARKING BY
DISABLED PERMIT
ONLY" SIGN
NOTE:
HANDICAP SPACE MAY SLOPE NO MORE
THAN 2,0% IN ANY DIIRECTION,
WALK 6" EXPOSED
...
HANDICAP RAMP DETAIL
NOT TO SCALE
VARIES
!~
PROPOSED 1" I ~
PC-1 ASPHALT ~
~~~ OVERLAY,\ 4 ~
~~~'6:~) I >
~ .:,;,~ --- .lID -RiL lW -RiL 1!11 J". ! · " .... ..PL'" ""'- JIlL'" --f"'L .JII"- F".;"~~
" 'f , . . ____ EXISTING BASE . U ,.:~ @f -Zt:[JE:'<:_ fB _' ,. ~. ,~~'>>/'
~ /7"7/-,1-.-- _ I EXISTING ASPHAlT _ _ ~,..,-,l,~
i/l ;11 / I /,I""J- - - - -L _ - - --j'll/JIII/lllt//I!:"
L:...:'~\::/...Li./~/& ----__ _----- III/JIIIIIIIIIIII'-:J
---_ -- I --- _----!-I.i-L-/J....L-iI~/~-...-
--------~---------
EXISTING SUB-BASE i
I
I
fiNISHED
GRADE
PAVEMENT OVERLAY SECTION
NOT TO SCALE
)IIa
FINISHE
GRADE
_____ 1 1/2" TYPE PC-1 ASPHALT (MODIFIED)
/ 62'
FINISHED 19' PARKING BAY 7 12' 12' 19' PARKING BAY
GRADE; 18" J (
~ CAR STOP OF INVERTED CROWN 18"
:>>>; 611-1, 'V ..., ' , SLOPE Y,ARIES-SEE PLAN SLOPE VARIES-SEE PLAN CAR STO~~...:..~~~_::>;(>,<<~
~%~~:":';:>:L:<>,::<):<:,~>..<,:":..,,.,:,>.'ri,1<4 , 1FT, TYP... ... 1/4" /FT" TY~~""'''';:"~-'>'''~'''<~:::':'/:'~~')::\?<c''~l~>,': /W~~
/;(/ /.:(//'o;J"" .......... .,' ;'''. .....,.,.' ....~..v"., ". . ..,'. ...,. '.., '. " ", ' .. ,. .".,_'''' .' ..,,,< ,,"',. ..... ,.' '. ';.' '" .'. /'-.. y'-.. y,,'
v"",~"" . ...,. .'. "';""":"''',:'<'':,,:':'';:''/','';',,::;';.: ,"';.:,';;'..:.~.,; .......,,:'.;':..:'...:.,>.:....:.:,.....,.."'..'.'.,,'. "", <<~'\.y"
. SUB-BASE COMPACTED /TO BEST AVAILABL .. .. ~'~ ,...... /, /'
DENSITY WITH RUBBER TIRE EQUIPME
.9" STABILIZED SUB-BASE COMPACTED TO 98% MINIMUM
DENSITY MODIFIED PROCTOR MSHTO T -180.
STABILIZED AS REQUIRED TO ATTAIN A LBR-40.
6" SUB-DRAIN 12J
(SEE DETAIL AT BELOW)
· L1MEROCK BASE COMPACTED TO A 6" MINIMUM
THICKNESS AT 98% MINIMUM DENSITY MODIFIED
PROCTOR MSHTO T-180,
NOTE:
AN ALTERNATE OF 6" SOIL-CEMENT BASE (300
PSI. - 7 DAYS) MAY BE USED IN LIEU OF THE
BASE AND SUB-BASE SHOWN ABOVE (BOTH
SECTIONS) IF APPROVED BY THE OWNER AND
ENGINEER. IF THIS ALTERNATE IS ALLOWED, THE
SUB-BASE WILL BE COMPACTED TO 98
MAXIMUM DENSITY (MODIFIED PROCTOR),
SPECIAL SUB-DRAIN NOTE:
SUB-DRAINS MAY OR MAY NOT BE
REQUIRED DEPENDANT UPON SUB-SURFACE
SOIL AND GROUNDWATER CONDITIONS. THE
ENGINEER AND/OR OWNER WILL DETERMINE
THEIR NEED AT THE TIME OF CONSTRUCTION,
NOTE:
ALL PARKING LOT STRIPING
SHALL BE WHITE.
TYPICAL PARKING SECTION
NOT TO SCALE
12"
12"
"I
~
FINISHED
ASPHtLT
"
Ie .. '. .~.. A. . · I III
".", I" ' <1....A. ~:<yr!::i(q.?~:D
-~~! ,...'1.;;'\ " ),:J.'./ '~...' ..I
Di,c ,~.fl!b,;..1 PROPOSED.0j' ,,"~;,,"t;::~.;<:Ai
~ ~_""_ ":,..,'~'" ' ,I,-/, .-.:';-;'t-Y.\)-Y;-~_4'...<::
.t{'Yi>:*~/t' STABILlZATIOt-{)' h~./..P;')j,
:~~~~~~~~i\.'?,~:,8:, :~: (7',; ~.~)'~:
. f}h~~~/;("~;'::):j:N' J NOTES,
, ",' ,"Y(!-....,. 1, ALL CONCRETE IS TO BE 3,000 P.S.1. MINIMUM,
2, EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS.
3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS.
4, TOOL 1/2" RADIUS ALL EXPOSED EDGES,
5, SOIL UNDER SIDEWALK SHALL BE THOROUGHLY COMPACTED.
~ '... .;...
DE OF I\TI E P+E~EN
(6" LlMEROCK BASE)
'.
. '.'
.... Zc .'
S~:i~):.j~;:.~~i: ':, .. '" .' .: .. .'. ....... "
,\i<'}-)A(fi>' '~<$'QROPOSED ISi.~' ';~,V,.
;.........'''''~''',..-,.;.'.,.. "'-" :) r' ."....)..( .~).:1Jt-
...\,>..!{.:...[.)/:-' 'is'STABILlZATION ;,,-yf., {i~J:.~:
,.:_, ".-\' ,.-X''/\ .~.: ;'f:;- .cr") ;\.-. .,.... ~ '..:,:,'
; ",,.<V',< ';;"';:S~:;:r.x.t">
\~. -,~ ,~~\"'lt'f~ ,:'~~~.~J}Y,~-~~:
<./ (J(j'<+\"~::~~(~'*t~(1;~
'.'
. .. ""'. -7
BASE .~
..
NOTE:
REFER TO ARCHITECTURAL PLANS FOR DETAILS
OF DECORATIVE PAVEMENT,
DECORATIVE BRICK PAVING DETAIL
NOT TO SCALE
1
, 5SLOPE: 1/4" / Fi.1\lLJ.....
. .'.... ',..1 . e.' ,,8. .~~
, .:,.JrnU
h~
. 41'.AI
,< A
,," .
, '~c "'
)IIa
~ FOOTING SHALL BE USED
WHERE WALK ABUTS PAVEMENT
-'. .1'"
5' TO 8'
I .SLOP~: 1/4" <r.r' .' . ."1
~J'" . '.. ..~
,~,". ", '>",' .' ". ..,.'..,. .,~,.... .....,..'. ..... ,u'
"..;;' ',;: ~'...:', : ," ,;:< :<... :......< .,6~. .;.:~.,:.~. :.,.~':..:. .,' ....'~. A,' _ . '}, .' ~.. '" ,.oi.. I
NOTES:
1, ALL CONCRETE IS TO BE 3,000 PSI. MINIMUM,
2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS,
3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS,
4. TOOL 1/2" RADIUS ALL EXPOSED EDGES.
5, SOIL UNDER SIDEWALK SHALL BE THOROUGHLY COMPACTED,
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
SECTION 28,
0.
TOWNSHIP 28 SOUTH,
RANGE 1 6 EAST
b
I
l.J
~~ftt
I-I-l-
1-1-1-
1-1-1-
I- ..
"-
III
-~~
>--
>--
a >--
I
~
l-
I-
II ~
I I
I I
I I I I
-
~ ~-.i" J 5, f.
~ ~-.i"
5 s,f.
USE OF PAVEMENT SYMBOL IN HANDICAPPED PARKING SPACES IS OPTIONAL,
WHEN USED THE SYMBOL SHALL BE 3 OR 5 FT. HIGH AND WHITE IN COLOR,
HAND/CAPPED
PA VEMENT SYMBOL
"I
_~r
12"
5' HIGH HANDICAP
PAVEMENT SYMBOL
(TYPICAL) ~ H/c
H/C ~IGN '\ S~GN
~
~ \
1/2" BORDER 1 1/2" RADI
COLOR
BACKGROUND WH~E
LEGEND AND BORDER BLACK
THIS PANEL SHALL BE INSTALLED
UNDER THE FTP-25 OR FTP-26
NOTE : HANDICAPPED PARKING SIGN,
PAINT STRIPES SHALL FOllOW CONFlGURATION OF HANDICAP SPACES.
r
r
1
r~
o
z
:>
w~
:>"
-'~
CD~
WHITE
BORDER&:
SYMBOL
18"
1" SERIES
"c" lETTERS
BLACK
BORDER &:
lETTERS
o
z
:>
~~
:x: "
~~
~
PARKING BY
DISABLED
PERMIT
ONLY
L
1'-0"
6"
"I
W1'51/
1 "SERIES C
1"
1"SERIES C
1.5"
+.~
FTP - 55
6"x1'
$ 255 FINE
F,S. 318.14
HANDICAP SIGN AND PAINTING DETAIL
NOTE:
REINFORCEMENT TO BE BY MP\JUF, STANDARDS.
CARSTOPS TO BE PAINTED "TRAFFIC YELLOW,"
-j f..l 1/2"
· &ill"'H ~
C"'-.j :, ~:"''''.:'H ::
~ '>~'I~ to
~"':"::.,,~,,, ~
T~ 8" ..I
~2 - #4 REBAR~
[] nlj
~ 6' - 0" ,,/
PRE-CAST CAR STOP
NOT TO SCALE
~~
I
-l
"
4 :
lD
.1 11/
., II" 'III'&;-
11=,
'Tfl
<
"
'- 0
~~ BASE
" o~
I., <0.0'<;
~." 1/ 7 7
L 1/ / SU'-B~SE
NOTES:
1. ALL CONCRETE IS TO BE 3,000 P.S.I, MINIMUM.
2, EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS.
3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS.
4, TOOL 1/2" RADIUS ALL EXPOSED EDGES,
5. SOIL UNDER SIDEWALK SHALL BE THOROUGHLY COMPACTED,
6" VERTICAL
CURB DETAIL
NOT TO SCALE
INDEX OF DRAWINGS
SHEET No.
DESCRIPTION
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COVER SHEET
LAYOUT, PAVING AND DRAINAGE PLAN
PAVING AND DRAINAGE DETAILS
SITE CONSTRUCTION SPECIFICATIONS
NOT TO SCALE
TIONAL POST POSITIONS
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NOT TO SCALE
1 6/21/01
No. DATE
PER CLEARWATER REQUIREMENTS
REVISIONS
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DRN, CKD.APP.
CLEARWATER
PREPARED FOR:
NORTHWOO.o. PlA7 A
NICHOLSON HOUSE ADDITION",
PAVING AND DRAINAGE Dd~~tt;~::;;-,',c~~~~~;f,t.,;,,,:'h
PINELLAS COUNTY ..,"", ,/'" -':~Lf'(ORID,A '~
DATE: MAY 9,2001 APPROVED BY: ~. '~'~:.,/..'.;"l"ll..,.';~.?;,'~,......
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FL ENGINEER'S LICENSE NiL, pE.~85D8"'., ''o\ "
JOB No. 29129 FL SURVEYOR & MAPPER L1CEN.$E 'No, L$,'f762
SHEET
NORTHWOOD PlAZA, LLC
c/o MR. JOHN HOLDEN
7027 West Broward Blvd.
Plantation, FL 33317
Phone: (954) 294-2694
~;
LLOVERAS. BAUR
3
OF
&
STEVENS
a
1
ENGINEERS
Phone: (727) 784-3965
29228 U.S, HIGHWAY 19 N,
- SURVEYORS
#LB 0000208
- PLANNERS
Fax: (727) 784-8153
CLEARWATER, FLORIDA 33761
4
CONSTRUCTION PLANS
JOB No.
29129
SITE CONSTRUCTION SPECIFICATIONS
I. GENERAL
A. DEFINITIONS
Reference is made in the construction specifications, standards and plans to some agencies and entities that
might have jurisdiction over this project. The references are abbreviated by the tabulation below and shall mean
the latest requirements, editions and/or amendments of each.
Section numbers referencing Florida Department of Transportation Standard Specifications for Road and Bridge
Construction are given herein according to the number system used in the 1991 Edition, Subsequent editions may
be renumbered. The intent is the appropriate section as stated and shall apply in spite of any renumbering.
AB B R EYIA TI 0 N
AGENCY OR ENTI1Y
F.D.E.P, ------------ Florida Department of Environmental Protection
F.D,O,T, ---------- Florida Department of Transportation
COUNTY ------------ A political subdivision of the State of Florida
MUNICIPALITY --------- County, city or town
FHRS -------------- Florida Department of Health & Rehabilitative Services
CHU --------------- County Health Unit
ASTM -------------- American Society of Testing and Materials
AWWA -------------- American Water Works Association
USASI ------------- United States of America Standards Institute
NSF --------------- National Sanitation Foundation
SWFWMD ------------ Southwest Florida Water Management District
MSHTO ------------ American Association of State Highway & Transportation Officials
CS ---------------- U, S, Department of Commerce, Commercial Standards
EPA --------------- Environmental Protection Agency
ANSI -------------- American National Standards Institute (formerly U,S,A.S,1. & A.S.A,)
The words "shall" and "will" are mandatory, The word "may" is optional. Where a particular brand name appears
with "or equal", the intent is to denote a product of quality standard; therefore another brand of equal
quality may be used, subject to the Engineer's approval,
The Engineer shall mean L1overas, Baur and Stevens.
The Contractor shall mean the person or firm performing the proposed installations.
The Owner shall mean the person, persons, firm, company, partnership or corporation developing the project.
The Plans shall mean the site construction (working) designed drawings prepared by L1overas, Baur and Stevens,
The Plans depict the locations and elevations of each of the facilities, and are exclusive of these specifications in
the specification of material types.
The Specifications shall mean the written detailed particulars of the project facilities which are, although part of
the Plans, not intended to supercede plan notations regarding general material types,
B, INTENT OF PLANS AND SPECIFICATIONS
The intent of the plans and specifications is to develop a project by acceptable engineering practice that is respectful
of the public's safety, health and welfare, and conforms to the requirements of any agency or entity having jurisdiction,
The Contractor shall obtain all permits, licenses and approvals required of the Contractor by the governing authority
and from any and all agencies having jursdiction on the project prior to proceeding with any portion or portions
of the project. The Contractor shall also comply with the requirements of the Owner or any governmental agency
regarding bonds, insurance, etc" if required.
The Contractor is governed by the requirements of all permits, licenses, approvals, etc., that have been secured
for the construction whether obtained by the Contractors' forces or by others.
The contents of the plans, details and specifications prepared by the Engineer shall be used with due regard to their
meaning, function and purpose. The Engineer shall not be responsible for any deviations, unless written approval is
granted by the Engineer,
All work or materials shown on the plans and not mentioned in the specifications, or any work specified
and not shown on the plans, shall be furnished, performed, and done by the Contractor as if the same were both
mentioned in the specifications and shown on the plans,
Should the Contractor, in preparing his bid, find anything necessary for the construction of the project that is
not mentioned in the specifications or shown on the plans, or find any other discrepancy in the specifications and
plans, he shall notify the Engineer who will furnish an explanation,
Material types sh
each and every PI
do not necessarily
site,
)e as shown on the plans, All mate types shown in the specifications are not applicable to
.t or situation, and the specified mc. .1 shown on the plan sheets shall govern, The plans
wenote actual pipe lengths, The actual length between any junctions shall be estat.'ished on the
The Contractor s,xamine the plans, specifications an
construction, and also continually until the site constructiv
: conditions in detail, both prior to commencing
is complete,
The Contractor shall insure paving and drainage improvements for a period of 18 months, and all other improvements for
a period of 18 months after final governmental acceptance and the Owner's and Engineers acceptance of all workmanship,
materials and equipment which he installed and furnished, Any defects caused by the Contractor's forces or suppliers
within the period specified shall be corrected without additional cost to the Owner, Any defects that occur within
the period specified, which are proven beyond the Contractors control, will not be the Contractor's responsibility to
correct,
The Engineer shall not be responsible for any acts or omissions of any Contractor or Contractors or any other
person performing work on this project. The Engineer also will not be responsible for the construction procedures,
safety precautions and programs incident thereto,
Acceptance by the Owner, Engineer and/or governing authority shall not warrant the quality of the work,
Each Contractor shall comply with all applicable ordinances and laws regarding fire prevention and conduction, dust,
noise, safety, sanitary and similar public health and safety aspects. He shall also supply the Engineer, governing
agency, and owner a set of As-Built Plans (Record Drawings) of each utility he installs at no extra cost.
C, JURISDICTION
The Contractor shall be responsible for coordinating his work to ascertain that all requirements of duly authorized
agencies, entities, political subdivisions of the State of Florida, muncipalities or their administrative
divisions (sections) have been met,
II. DETAILED SPECIFICATIONS
A. TREE PROTECTION AND REMOVAL
The Contractor shall obtain any and all necessary tree permits.
Tree removal shall be done in a manner whereby the remaining trees will not be damaged. Should damage occur
to any protected tree, the Contractor doing said damage shall satisfy the requirements of the County or municipality,
The Engineers will not locate or designate the trees to remain or to be removed.
Existing trees which have been designated to remain shall be protected per the requirements of the muncipality and/or
agency having jurisdiction.
B. CLEARING AND GRUBBING
Site conditions shall include existing utilities,
shall be determined by the Contractor, The
companies prior to and during construction,
and shall also comply with the requirements
either aerial or underground. The exact locations of existing utilities
Contractor shall also be responsible for notifying all existing utility
The Contractor shall be responsible for the protection of all utilities,
of all affected utility companies, public or private.
Clearing and grubbing shall proceed with due regard for all permits, ordinances and laws that may apply to tree, trash
or other unsuitable material disposal. All trash or tree burning, if allowed, shall be performed so as not to create
a public nuisance and shall be properly permitted, No unsuitable material, such as vegetation, trash, trees or clay,
shall be disposed of by burying unless approval is obtained from the Engineer, Additional permitting may be required
by a proposal to bury.
C, GRADING
All earth moving shall be completed as indicated on the paving, drainage and detail Sheets. The Engineer shall be
notified of any known or encountered "sinkhole" or other unusual natural fault development so that he may notify any
applicable public authority,
The Contractor shall be reponsible for dust control, erosion control, and any other measures necessary to protect
adjacent property or the environment from harm due to the work.
D. DRAINAGE
The storm drainage system shall be installed as shown on the plans and as specified,
Storm drainage pipe material shall be of the sizes and material as shown on the plans, The pipe material shall be
reinforced concrete unless otherwise shown on the plans,
The trench widths shall be as narrow as possible, and bedding shall be well compacted around and above the haunches
as required to stabilize the pipe,
Installation shall conform to the F,D,O.T, Specifications, Sections 125 and 430. All pipe shall be installed with
proper fittings at plan grade. All discharge open ends of pipe are to be protected with headwalls, mitered ends
and/or rip-rap with additional rip-rap as required by the Engineer or governing agency to prevent erosion. Rip-rap
shall conform to the plans or F.D,O,T, Specifications, Section 530, All pipe and appurtenances (structures) shall
be clean and free of debris upon completion.
Circular reinforced concrete pipe shall conform to ASTM Specifications C-76, Class III, Wall B, Elliptical concrete
pipe shall conform to ASTM Specifications C-507, Gaskets shall conform to F.D,Q,T. Specifications, Section 942, the
specifications of ASTM C-361, and the manufacturer's recommendations. Circular and elliptical pipe lifting holes shall
be permanently mortar closed before backfilling,
Corrugated steel metal pipe and pipe arch shall have one-half inch minimum deep corrugations, and shall be galvanized
and hot dip asphalt coated conforming to MSHTO M-36 and MSHTO M-190 (Type A) specifications unless otherwise
indicated on the plans, All joints shall be water tight and resist leakage at a hydrostatic pressure of 2 psi, Guages
shall be shown on the plans; gauges are F,D.O.T. specifications.
Corrugated aluminum alloy pipe and pipe arch shall conform to the F.D,Q,T. specifications, Section 945 and also
to MSHTO M-196. The pipe and pipe arches shall not be asphalt coated unless shown on the plans or as required
by the governing agency,
Gaskets for corrugated steel or aluminium pipe shall be in accordance with the manufacturers recommendations and
shall be a minimum width of six inches and a minimum thickness of three-eighth inches,
Underdrain pipe shall conform to the specifications of ASTM D-3033 and F,D.O,T. specifications, Section 440,
All material and installation shall be as shown on the plans or per the governing agency and Engineer's requirements,
The perforations shall be turned down and conform to the specifications of MSHTO M-189,
Catch basins shall be constructed of precast concrete. Precast concrete catch basins shall conform to ASTM C-76,
Table III, Wall B, F,D,O,T, Index No, 200-F.
The catch basin top may be cast in place or precast. Each top shall contain a two-foot diameter minimum cast iron
frome and cover placed within the concrete,
The bottom of the throat opening shall be below the flow line of the curb, and the throat vertical height cannot vary
more than one-half inch from the detailed plan dimension,
Drop inlets shall be constructed of precast concrete, Precast concrete drop inlets shall conform to ASTM C-76,
Table III, Wall B.
Junction boxes may be constructed of the same materials as catch basins, drop inlets or sanitary manholes. An
inside or outside drop unit is not required. A two-foot diameter minimum cast iron frame and cover is required,
All covers sholl be traffic bearing unless otherwise noted on the plan and in accordance with the governing agencies'
requirements,
E, EXCAVATION
All unsuitable material shall be removed such that no material remains within a field determined dimension of the outer
limits of any pavement, curb or building pad. Unsuitable material shall include, but not be limited to, vegetation,
palmettos, trash, trees, tree limbs, tree stumps, tree roots or clay, All clay, clayey, impervious soils or unsuitable
soills shall be removed from paved areas to a minimum depth of 24 inches from the bottom of the pavement base,
and shall be replaced with suitable material for compaction. The suitable material shall be compacted in layers to
meet the required density. Subdrains may be installed as necessary to meet the required density. In no case shall
any impervious material remain in the pavement area such that water will be restricted from entering the subdrain
sys;tem,
F. SANITARY SEWERS
The entire sanitary sewer system shall conform to the requirements of the F.D.E,P., and also the requirements of the
locd utility receiving the wastewater, The system shall be constructed as shown on the plans, including the details,
Sanitary sewer pipe material shall be of the sizes and material as shown on the plans, The pipe material shall be
polyvinyl-chloride (P,V.C,), unless otherwise shown on the plans.
Main line pipe shall either be polyvinyl-chloride P.V,C" ductile iron, cast iron or vitrified clay,
p.v,C. sanitary sewer pipe shall conform to specifications and ASTM D-3034 SDR-35,
Ductile iron pipe and cast iron pipe, fittings, specials, joints and installation shall conform to the specifications for the
water distribution system as mentioned herein, Ductile iron pipe and cast iron pipe do not have to be cement-lined
unless required by the local utility receiving the wastewater.
Vitnified clay pipe, fittings, specials and joints shall be extra strength and shall conform to ASTM C-700, ASTM C-301,
ASTM C-425 and ASTM C-594 specifications,
Joints shall be Type III, compression "0" ring or Type B, compression sleeve. Infiltration shall not exceed ASTM C-425
or governing agency's specifications, Connections to cast iron shall be by use of adapters or per the manufacturers
recommendations, Installation shall conform to ASTM C-12 specifications, governing agencies' requirements, and/or
manufacturer's recommendations,
The trench for the sewer line shall be excavated to a minimum width and depth. Pipe laying shall commence at the
lowest point so that the spigot ends point downstream in the direction of flow. The trench shall then be backfilled,
protecting the pipe from vertical or lateral movement. All lines and laterals shall be installed in straight lines with
proper fittings at the plan grade. The grade shall not rise or sag more than one inch vertically between two successive
manholes; the rNizontal alignment between two succes~ manholes shall not vary more than three inches.
Gravity sanitary ~",wers (and force mains) crossing under water mains shall be laid to provide 18 inches minimum
vertical clearance between the invert of the higher pipe to the crown of the lower pipe, The crossing shall be
arranged so that the sewer joints and the water joints are equidistant from the point of crossing with no less than
10 feet betweer '1ny two joints, Where the minimum P' inch vertical separation cannot be maintained, the sanitary
sew,er shall be :ed in a sleeve or encased in concrl for 20 feet centered on the point of crossing.
Where the sanitary sewer must cross over a water main, the pipes shall be centered as indicated above, and the
water main shall be placed in a sleeve or encased in concrete for 20 feet centered on the point of crossing,
Gravity sanitary sewers shall be installed at least 10 feet horizontally from any existing or proposed water main,
The distance shall be measured edge-to-edge, In cases where it is not practical to maintain the 10 foot 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 sanitary
sewer, The water and sanitary sewer joints shall be staggered.
Force mains shall be installed at least 10 feet horizontally from any existing or proposed water main.
At road crossings with less than 30 inches of cover, and any part of the sewer line that may have less than 12 inches
of cover, the sanitary sewer shall be cast iron pipe, ductile iron pipe or concrete encased vitrified clay pipe for the
length the condition exists. Where trenches cross existing roads by the open-cut method, the backfill shall be placed
in 12 inch layers, and carefully tamped until compacted to the same density of the undisturbed soil.
The ends of pipe shall be well marked for later identification and location, These, as well as the location of manholes,
wyes and service laterals, shall be shown on the As-Built Plans. The As-Built data shall be furnished to the Engineer
and Owner by the Contractor upon completion of the work.
Manholes may be constructed of solid clay brick or precast reinforced concrete, Solid clay brick shall conform to the
specifications of ASTM C-32. Precast reinforced concrete shall conform to the specifications of ASTM C-478,
All manholes are to be water tight as required by the utility and as shown on the Plans, and also have channeled
inverts as shown on the plans. Brick manholes shall be made water tight on the outside walls only, as shown on the
plans, Precast reinforced concrete manholes are to be made water tight by a coat(s) of bituminous material and
othe:r acceptable methods at the joints of sections. The manholes shall be constructed so that the rim may be
adjusted to comply with the different finish grade conditions which may arise, Each manhole shall contain a two-foot
diameter minimum cast iron frame and cover, Ladder rungs or steps are not to be installed in any manhole.
A drop pipe unit shall be provided for a sewer line entering a manhole at an elevation more than 24 inches above
the lowest manhole channel invert.
Cleanouts shall be constructed as shown on the plans. The entire system shall be flushed, lamped, television inspected
(incllUding tape), and visually inspected prior to acceptance,
Force mains shall be constructed using the same material and installation specifications (including thrust blocks
and fittings) as the water distribution system as mentioned herein and shown on the plans.
G, WATER DISTRIBUTION SYSTEM
The entire water distribution system shall conform to the requirements of the FHRS, and also the requirements of the
local utility supplying the water and fire protection. The system shall be constructed as shown on the plans,
including the details.
Water main pipe material shall be of the sizes and material as shown on the plans, The pipe material shall be
polyvinyl-chloride (P,V,C.) unless otherwise shown on the plans,
Main line pipe and fittings shall be DR-26 P.V,C., DR-21 P.V,C" DR-18 P,V,C" DR-14 p.v,C, cast iron pipe (C.I,P.),
or ductile iron pipe (D.I.P,),
Metalllic tape or wire shall be placed in the same trench with all P.V.C. water mains in accordance with the governmental
agencies' requirements,
All P.V,C, water mains two inches and smaller shall be DR-21, The DR-21 P.V.C, pipe shall be designed in accordance
with AWWA C-900 standards, P,V,C, pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming
to AWWA C-900, Table 2, P,V,C" 1120. DR-21 as defined in ASTM D-1785, The pipe shall be color coded with a stamp
there on denoting a pressure rating of 160 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade), The pipe, fittings
and ~specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The
DR-21 P,V.C. couplings and joining materials shall conform to AWWA C-900, All DR-21 pipe, couplings and fittings
shall be adaptable for use with cast iron pipe or ductile iron pipe,
All four inch P.V.C, water mains shall be DR-14. The DR-14 p.v,C. pipe shall be designed in accordance with AWWA C-900
standlards. P.v.C, pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming to AWWA C-900,
Table 2, P.V,C" 1120, DR-14, as defined in ASTM D-1785. The pipe shall be color coded with a stamp thereon denoting
a pressure rating of 200 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade), The pipe, fittings and specials shall
conform to the NSF specifications, and shall bear the NSF approval label for potable water, The DR-14 p,V,C, couplings
and joining materials shall conform to AWWA C-900. All DR-14 pipe, couplings and fittings shall be adaptable for use
with ,cast iron pipe or ductile iron pipe,
All p, V,C. water mains six inches and larger shall be DR-18, The DR-18 P.V,C, pipe shall be designed in accordance
with AWWA C-900 standards. P.V.C, pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming
to AWWA C-900, Table 2, P.V.C., 1120, DR-18 as defined in ASTM D-1785. The pipe shall be color coded with a stamp
thereon denoting a pressure rating of 150 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade), The pipe, fittings
and specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water, The
DR-18 P,V.C. couplings and joining materials shall conform to AWWA C-900, All DR-18 pipe, couplings and fittings
shall be adaptable for use with cast iron pipe or ductile iron pipe.
SECTION
The cast iron pipe and fittings shall be Class 22 (150 psi pressure rating), and shall be cement mortar lined with
push-on or approved alternate joints, The cast iron pipe, fittings, joints and gaskets shall conform to the specifications
of ANSI A21.1, ANSI A21.4, ANSI A21,6, ANSI A21.8, ANSI A21,10, ANSI A21,11, and AWWA C-600. Installation shall
conform to ANSI A21.1 specifications for laying condition "B" with tamped backfill and the manufacturer1s recommendations.
The ductile iron pipe and fittings shall be designed in accordance with ANSI specification A21,50, and shall conform
to ANSI Specification A25,51, The minimum thickness Class for pipe four inches and smaller shall be Class 51.
The minimum thickness Class for pipe six inches and larger shall be Class 50.
Ductile iron pipe shall be coated as specified for cast iron pipe, Mechanical joints and slip-on type joints shall
conform to ANSI Specification A21.11, Mechanical joint glands shall be grey cast iron. Flanged piping shall have
125 pound flanges conforming to the requirements of ANSI Specification B16.1.
Fittings shall be rated for not less than 150 psi working pressure, shalll be suitable for the service required, and
shall conform to the requirements of ANSI Specification A21.10, Fittings shall be lined and coated as specified for
cast iron pipe.
Unless otherwise shown on the plans, all pipe including P,V.C" D.I.P., and C,I,P. shall have a minimum cover of 24
inches in unpaved finish grade areas, and a minimum cover of 36 inches in paved areas and public rights-of-way.
The interior of all pipe and fittings shall be kept clean and free from dirt or foreign matter at all times, Thrust
blocks shall be installed at all fittings as shown in the table of the plans. Precast thrust blocks may be allowed
subject to Engineer's and governing agency's approval.
Upon completion of the mains, the water system shall be subjected to a hydrostatic pressure test. All air shall be
expelled from the system, and the system shall be pressure tested by means of an accurate gauge, The pressure
test shall be as specified by the Engineer, typically 150 psi for one hour minimum for the uncovered joints, and
24-hour minim~m for covered joints, Uncovered joints are recommended, All leakage shall be corrected whereby the
pressure test will .be acceptable; thereafter" th: leakage shall not be more than 23 gallons/24-hours/inch of diameter/mile
or less as determined by the water system s Inspector. The water system shall be flushed prior to and subsequent to
each sterilization procedure that might be required for acceptance, IniUal flushing shall be done after completion of the
hydr?static test, All lines will be sterilized in accordance with AWWA C- 601 specifications and local governing authorities'
requirements.
Gate valve~ thre~ inches and smaller shall have a bronze or iron body and shall be bronze mounted, designed to operate
at 200 pSI working pressure. Gate valves four inches and larger shall conform to the specifications of AWWA C-500,
"Class 150" with an iron body, bronze mounted, non-rising stem designed to open counter-clockwise, All valves shall
have ends or joints to match the pipe to which they are to be connected. Each gate valve shall be installed with an
adjustable cast iron valve box and cover set at finished grade and well marked.
Fire hydrants shall conform to AWWA C-502 specifications and the local fire district requirements. Each hydrant shall
connect to a six inch minimum water distribution main. A gate valve with cast iron box and cover shall be placed
between the main and hydrant, unless the main is a "fire line" only, The hydrant valve shall be 5 1/4 inches, with
two - 2 1 /2 inch nozzles and one - 4 1 /2 inch pumper nozzle. The hydrant shall be installed plumb. and the
pumper nozzle shall face the pavement. The pumper nozzle shall be 18 inches above finished grade, and shall open
counter-clockwise, The hose threads and final paint color shall conform to local fire district requirements. The hydrants
shall be compression type with "break-away" facilities, and the operating stem threads shall not be located in the
waterway,
Water service pavement conduits shall conform to the plans and the requirements of the water utility supplying and/or
maintaining the system, The conduits shall be P.V.C. or an approved equal, and will be placed as shown on the plans,
Water service pipe material shall be galvanized steel, p,V,C" polyethylene, polybutylene or an alternate approved by the
utility and Engineer.
Galvanized steel pipe shall be standard weight Schedule 40 with threaded connections. P,V.C, pipe shall be the same
as the main line pipe, Polyethylene shall be Type III, Grade 3, Class C material, and shall conform to ASTM D-1248
and ASTM PE-3306. The tubing shall also be manufactured in accordance with Commercial Standard No. C,S. 255,
or an approved equal. Polybutylene tubing shall conform to AWWA C-902, All fittings shall conform to the particular
type service pipe material. Each service shall have a corporation stop at the main, and all service connections and
appurtenances shall be subject to the approval of the Engineer and/or the water system supplying the water. Water
service locations will be marked on the curb with a durable paint.
All building connections shall conform to the architectural plans and specifications, the governing agencies' requirements,
and the Engineer.
Water meter and backflow prevention device size, material and installation shall conform to the requirements of the
utility, the plans, and the Engineers specifications.
H, IRRIGATION SYSTEM
Irrigation pipe material shall be polyvinyl-chloride (P,V.C,), and shall conform to the same specifications as the water main
pipe. Other mater; . may be used subject to the utility's, ("\''Iners and Engineers written approval.
All fittings and tesLlng shall be as indicated on the plans, All valves shall conform to the specificatic.ns for water
valves.
I. PAVING
This section shall ,elude the vehicular and pedestrian art within the limits of rights-of-way or other areas as
shown on the plans, The areas are to be graded and constructed as shown on the plans, details ar.d typical Sections,
All backfill over any pipe within roadway areas shall be compacted per F.D.O.T, specifications, section 125-8.3.
Telephone, electric, irrigation and water service pavement conduits shall be placed prior to installation of the
subbase, The Contractor shall coordinate these services,
Subbase ~hall be stabilized within the dimensions shown on the plans, The minimum Limerock Bearing Ratio (L,B,R,)
and denSity shall be as shown on the plans, and shall be done in accordance with F,D,O,T, specificafons, Section 160
(also MS.HTO T -180), The percent of density refers to the standard method of testing using the Modified Proctor,
!h~ l?c~tlon and frequency of tests shall be as determined by the Engineer and/or the governing agency having
JUriSdiction. Subbase shall be of native material, only if it meets the required bearing value, Should native
material fail the required bearing values, acceptable and approved material shall be mixed until the bearing value
is obtained,
Underdrain pipe shall conform to the specifications of ASTM D-3033 and F.D.O,T, specifications, Section 440,
All material ,and installation shall be as shown on the plans or per the governing agency and Engineer's requirements,
The perforations shall be turned down and conform to the specifications of MSHTO M-189,
Bases shall be limerock, oyster shell, soil cement or an approved alternate, Limerock base material, installation and
density shall conform to the F,D,O,T. specifications, Section 230. Oyster shell, if allowed, shall conform to F.D,O,T,
specifications, Section 250 and the governing agency's requirements, Soi I cement base if allowed shall conform to
F.D.O.T, specifications, Section 270, and the governing agency's requirements, Alternate' bases, if ~pproved, shall
conform to the. requirements of the Engineer, governing agency, and the respective sections of the F,D,O,T, specifications.
The base material shall be placed on the subbase only upon completion and acceptance of the subbase.
The minimu:n base density shall be as shown on the plans, and as required by the Engineer and governing agency.
B~se ma~erlal sha~1 be thoroughly clean and free of debris prior to application of the prime coat, The base shall be
primed With a rapid cure type sealant at a rate of 0,10 gallons per square yard. All materials and installation shall
conform to F,D,O,T, spe~ifications, Section 300, the Engineer's and the governing agency's requirements. The prime
coat shall be covered With sand or screenings per F.D,O.T, requirements, Section 300. Alternate cover material may be
used subject to approval of the Engineer and the governing agency, Excess material shall be removed by a drag
broom or equal.
A tack coat shall b: applied prior to placem~nt of the .final surface course. The tack coat shall be applied within
72 hours after plaCing the prime coat, or prior to plaCing the surface co,urse, The tack coat materials, installation
and application rate shall conform to F.D,O,T. specifications, Section 300, the Engineer's and the governing agency's
requirements,
Pavement cou,rse shall conform to the dimensions and thicknesses as shown on the plans and the Engineer's and governing
agency' s req~lreme~,ts" The, material and placemen~ shall be in accordance with the "Pinellas County Standards for Hot
B,tur:',nous Mixtures, If applicable, or the F,D,O,T, 'Standard Specifications for Road and Bridge Construction", If
applicable. The type of pavement course shall be as indicated on the plans,
Concrete curbs and gutters shall conform to the dimensions, locations, thicknesses, strength and elevations
shown on. the plans, details, and as required by the Engineer and governing agency, Materials and installation
shall be In accordance with F.D,O,T. specifications, Section 520, Minimum concrete strength shall be 3000 psi.
Curb shall be placed after acceptance of the subbase, and prior to placement of the base,
Sidewalks shall conform to the dimensions, locations, elevations, thicknesses and strength shown on the plans,
details, and as required by the Engineer and governing agencies, Concrete sidewalks only shall confcrm to the
F,D.O.T. specifications, Section 522,
Traffic paint shall conform to the color and dimensions shown on the plans and as required, Installation and material
shall conform to F,D,O.T, specifications, Sections 710 and 971-12, and also the Engineer's and governing agency's
requirements,
Street name signs and other sign materials and installation, when required! for vehicular and/or pedestrian traffic
control or information, shall conform to the governing agency's requirements,
INDEX OF DRAWINGS
SHEET No,
DESCRIPTION
1, ,
2. '
3, ,
4, ,
COVER SHEET
LAYOUT, PAVING AND DRAINAGE PLAN
PAVING AND DRAINAGE DETAILS
SITE CONSTRUCTION SPECIFICATIONS
28, TOWNSHIP
No. DATE
28
SOUTH,
RANGE
16
EAST
DRN, CI<D. APP.
NORTHWOOD PLAZA
NICHOLSON HOUSE ADDITION
SITE CONSTRUCTION SPECIFICATIONS
CLEARWATER
PREPARED FOR:
NORTHWOOD PLAZA, LLC
c/o MR, JOHN HOLDEN
7027 West Broward Blvd,
Plantation, FL 33317
Phone: (954) 294-2694
PINELLAS COUNTY ,\ ",.".. "" FLORIDA
DATE: MAY 9, 2001 APPROVED BY: .' """ '-;.~'~, c,~, ;':'"
DES.: T,G, Radcliffe f.""\.. t:;:;:"i,"::~~) ....;-:\A'3,..:~.".~y~i),
DRN.: RLG, RRD "J~ill)lj\..,~~j~6'~\tr:
CKD,; 1k .,.>~'W ., ii= ~it; .2
SCALE: NO SCALE S, II S~DYJ.\.LLO.'l~~ ~ ;:'.: .,..:f'
FL ENGINEER'S L1CENS~ ~7,"p'~'\866~ 5,' ,,\' :~J
JOB No. 29129 FL SURVEYOR & MAPPE~ LlCrNb4..N<>, .j:;$' 17,62
STEV' .. EN'S' .: '.3"a"'':,/ SHEET
11'.\. (,I"
4
.
REVISIONS
~
LLOVERAS. BAUR
&
ENGINEERS -
Phone: (727) 784-3965
29228 U,S. HIGHWAY 19 N,
SURVEYORS -
#LB 0000208
PLANNERS
Fax: (727) 784-8153
CLEARWATER, FLORIDA
CONSTRUCTION PLANS
JOB No,
OF
33761
4
29129
,'-.:
32
Var. Confederate Jasmine
3 gal., 20u ht. x 20u spr.
Ll ustrum Trees
7 -81 ht, x 7-8' spr"
Ex. fire
~1ydran
2
Ex. 8 Oaks
to remain
;;:
0!:J
~~
t;/:!
~~~
~/::joc
~
l)C
(Match entry
other- side)
Sod
z.
~
1-1
II)
....----:ASPHALT
, PAVEMENT
Parson's JUr11 er-
3 gal., 20" ht, X 20' spr,
200 S~a50nal Color
4"pot
I Crlnum ltly .
1'0 gal., 36" ht. x 3GII spr.
Plumba 0
3, gaL. 20" ht. x 20" spr,
8
5
40
McMULLEN---BOOTH R
. (RIGHT -OF -\NAY VARIES)
Bet tree ' :~~'~ YJO.
plumb. W, It.h. to;> , ~~'''-,' .
01 rootb..H J 'l A
1/2" ..bove ~
f,(1,~ qr.;de , . ~
RW"er~~~.
II 2 Cj3U'3~ r 1'1.
.i,1--Mulc I"
3" T ra: wel'
flOl~h '3r';d~
~_A ~o-\ .....,~~i..R-[
"""..,. pt ~ti;l" !-'...",._:I!..... .
Root Dall ~~~:11;
Nat!vd 5011 ''\.
DJdfIK
2" Mvid'l
Set ~hruj:)
plum? wIth to;>
of rootb..1t ,"
e ..bove f'OI~h
:o/~
213 Tree Qftplll1e
Ex,:;,t,n'3 tree
to rerT'atn
flnl5M GradG
RQOt ball
N.t've SOl!
backfJII
- ExI5tu'<3 n..t!ve
5011
-e
SHRUB PLANTING DETAIL
43" i1e"3ht
I )(4 pt ra!is
2)(4 pt post
24" Depti1
EJ(,st,(1'3 '3r3Oe
-e TREE PROTECTION DETAIL
12" !e.r1qthred
pf.il~tlt: ffa'3
tape
Ex,~tlfl'3 r ..t!Ve
sod
-e TREE PLANTING DerAIL
~ ASPHAL T
PAVEMEN~ ;-'EXISTlNG fiRE
t H~DRANT ASSEMBLY
,-- CONC,
'. f CURB \
X@w - ~
~ CONC,-......
W =~
Llo. :::::
8Q
J:8
::0:>
"
'I' n
~
to
)
~~"-~
ONE STORY
MASONRY
BUILDING
CONe.
CUR B -----....
Tt SIGN
-c:=..r--
SIGN
-c
cP
o
o
o
o
o
30
U ustrum Tree
7 ~81 ht. x 7 _;)1 spr,
jVar. Confederate Jasmine
3 gal.. 20' ht. X 2011 spr.
RAMP
aI", Confederate Jasmine
3 gal., 20" ht. X 20" spr.
Lr ustrum Trees
7 -81 ht. x 7-8' spr,
., Val". Confederate Jasmine
3 gal.. 2011 ht. x 20" spr.
L! ustrum Trees
7-8' ht, x 7-81 sp.r,
30
2
2
15
., "
Ex, Light
(
,
J.
~
Ex, Oaks
to be'
removed
Ex. Oak -
to remain
00
M
'oj)
XISflNG ONE STORY 3385 S,F. RETAIL
BUILDING AND PROPOS~D 2.855 S.F,
ADDI nON
orAL PROPOSED BUILDING AREA
:= 6J240 S IF,
F,F, :;::: 57.;)[3
2
I 0 I tndtan Hawthorn
3 gaL. 1411 ht. xl ~
22 l5Uspensum Viburnum
1 3 ga I.. 20" ht, x 2 II
fast Palatka Holly
81-10' he, x 31 Spl".
20 I IndIan Hawthorn .
3 gaL. /411 ht, x /411 c."r.
1:ast Palatka Holly
8'- I 01 ht. X 31 spr,
IndIan Hawthorn
gal.. J 4" ht. x 14" spr,
Ive Oak
141 ht, X 51 spr,. 311 cal.
of ParadIse
3GII ht. x 3G" s
2G
VEx, Oak
m Viburnum t b
., 0 0 e
" ht. x 2 I' spr,
removed
Ex, Palm~ .ca(f, . _ F" I
to be ('\ Y /\, to be oJ
removed ........./:"-~ ",/'-./ d
~ remove
PRo.POSE~ . 5~ '1A~'~."..
, ;
,
2QO
ClSmlr1e
~
l-~
.Jw
1%
Q..w
Ill>
~~
Q..
)
52
Ex. Oak
to be
removed
" spr.
(-
l-l-
1~
o.W
11)>
)~
50
~
5
Ex, Palm
to be
removed
-,
(,-)
~
o
C
h
~~. Bottlebrush ( \
t-vfL, t I to be removed '-./
;.c ') ~ co. . 48 Var. Confederate Jasmm~.()'
3 gal.. 20' ht. X 20' spr.
t Plumba<Jo
3g31.. 20' ht, x 20lspr,
o {,~(}; ()()I.W
~(v' jl(t,
Z ..1 .~
Jr. )
...-
_~ ~V
.I/: ~ -
-...., ~ ~ F~ V'-fJJ
.'R
Iff I
'1lIl x
'K ~
ill ,~
..
~
40
12
9
'/ ~'I
~~bv..J'l
~e
CONe, v ALK
EXISTiNG
, ~LJ~P~I'O
r' . i"ri
F(MAIN.
('
s
1
-J
l'-i
S.OOOlG'05d\N,
30
CO~. CURB
~ 63.88'
3
Dwarf Fakahatchee Grass
3 gal.. 24" ht. x 24~ spr,
'M'lIte Crape Myrtle
~I ht. x 4' spr.
P4rson'5 Junl er
3 gaL, 2011 ht. x 20" spr,
30
30
ee Gra~
241t spr.
rtle
!f.
30
3
3
AD
200
15
/5
20' spr.
SECTION
-- "'~--- =--
"
~
"'
"-
"'
"'
"-
"-
"'
"-
f'-
f'-
f'- -
~~
r>. 00...
~ ~O
... C)
",0-
'\. (Y)o
"0 C)
"- (J'i (\J
~~
~
~ ~
"-
"'
"-
"-
"-
f'-
~
V~
I
I
/
~
t'</ \
~
~m:;
GA
~
-~
l~
\\
~
. ... '"
~',,;
~[]
Sod
J
I
/
~
-GENERAL LANDSCAPE NOTE5
.
1 , All j?1oi'1t ~nals ~"'I be ftOl'1.da IJ (J' kttet ,j"d In~,a~J tQ ~~~st nlJ!:5ely ~ancLlrd,- J~anb ~hall be
healthy. Iree d pe,~ and dl5t..~, . ,
2, !>J pam' :.rail ~ C<>rt.1IPef <yOWt1 eJ'cert J, not<:4 OIl pI"II, .
3, All Falms ar>d ~rees ,haD ~... ,t..a!'3ht tr~nl3 wotll no t\ll<~S,~~'1 ex othe.. de1ed.1Yi!1 ChT..ct(l0:;t.C~.
". M\Jlc.h shall be 1 CQ\ i'lfJe e;rl. ,,;5tJflOd to a I1MIIJ1um thane!>, cJ 2". .
~, Sod ~... be ~S% weed !tee 5t: Au';3li,j;m" 'f'IO<'oItarn"; In,j;aI:e.; w-tll t1~ jOIf't,.
G, AI d"nensoons ~aJl be Ileld c~kld by the l.ana~ Cor>tradot priUf to C0f15trvct~ ....";It any
ck.crepanc.es ceporl..ed tott.e l..lrldso~ Ar(.h~'t.
7, AI'"o1'.e0al, ,~.n be ", 5pe(;l1'ed on the plar>': il rrr~'al" i.aPat (JI' In~tail#tl()ft t<<;hr~qve' do' 0q$ ,il"hl:(~
to the ,pec.f.c.ltlOn" they iI/lI be repied by tbe lanJ5c;;po Arc.h.ttct ...th Sp!x;,,/,,~ JT',;r'.erc.l1s .!1,;l ,n:,t.a"atlO"
CJfr,ed oct i:>y ttoe Landscape Contr,l(,;tcr Jt no Joa!tlQt1a1 c~t,
3, No !>v?,t.t;JttOl1, (J# ",.ter'~, ex c.~.~~ to tMe dr.awt!1'jS or$f<<lkat,Or1' ~hall be rrad.!!.
3,. All reqwed perm,t, ate to be provoJe,d by the InstaJltn'3 CC/l'tr~ ynlt:~s 5peGIfICJIIj ~o otherN'!.e 111
the $p<<;lflC.Jt,ons.
10, wntrat.tex 0e.nt.katlOn 5''3'" ~na.ll net be allo....e.:l on t~ p~oJect,
II, ~.rdctor ~hall b<: rC5f'Ons,bte Far all Items JS .:;ho\l!ll or o.;:;c<'bcd on th>s p!~ and ,ptclf.t.attQns.
12. All prOf'O"M landsc,,~ ..no 50d ac~a' conbrur'1t.rl ex weed, :,hall ~ trea:b:t W'tIl1\'4nd-up" per
"'ll!1~'acturer', spcCo!fOCiltoon"
13, LirtdSCJf'e ContrJctor ~IvM prOIllOe aH rteUss<lfys,t;Il pref'M4t.on 'eq1.lCeJ to re.oJ)' the sot..e for p'antln"..,
,peuf.ed,
14, noe 'anosc.ape Contrat.-tof:.hJiI war<All'ly ar>d '3u~a~.a1 ",~h ,l(lO 'abor fex a period ,} 30 j~ tor
5!r.ul>s .anJ o/O\Jndc~, f'..1ms and tru'- N,jIunty ar>a .;jUill'antu perIOd ~al t>e'3t1\ ufOI1 d.ite d CompiettOt1.
J 5, All cef'a~ :lNJ1ex rcp!.acc'mef!ts ~na' b<: ,~ i:>y th~ l.and:;(Jpe Contc;lCtor wrtlli" 10 worktn'3 d.l1~ t,pon
not,t.c.ItlOn <.A JJy de/".encoe., i:>y the OWnfJ' Of (t,e-' .repre~ltlvo,
I G. Nl qtA:'5ttOl15 le,ydl("3 the l,ano5Cape ~.i(1S ana 5poclflCat<an:l ~alI be ""'oct!:.; ';0 tM und:'>CJpe
Arc.h!ted at (727) 7872eAO.
fERTIUZATION
5hrJbs a:1d Trees
Nt teee5 al1a !JIll"'!;>' sn.B be !trill'zed W'lJI 'AtyfofCn' 20- j 5-5 pI~nl:in1 t;;biet5 ..t tlll1<!l of p'.intJn'3 'and fX'Of to
1!15t~R.atlOl1 d pad: p,t bxHI, T aOk:ts :,~a" be plaud unIform')' arO\Jrd l/Ie coot Pall Jt .. depth that IS t.etwee/l
t~~ n'i~de a~o bottom (J# tt~ coot ".all
Apphc3t1()(l Rate~
I GJllo" Cor<taor;er;
:; Gallon Corotamer:
5 Gallon eo.'ulrq:
7 Gaik>n Cont;,ner;
Teu:;:
I - 21 ~Jm t..p:ot
2 - 21 'f'an1 tablet,
3 . 2' .,-am t4b:et,
4 . 2 j 'j'am t.aclet"
:; tabid" pet eac.h 1/2.",caf!pet of tfvnk
Grovndcover Ne3S
All o/Oundcc~ '" e.., ~MJII r~~!~ lerth.lttOn IN,th ''OolffiOCo'...e' til1'.e re~..~' !erl:I!2eI' pet' "'anufactur&""
5peaka:oon, .
paVER
OUTLET
A
~
DUMPSTER AREA
Ex. 3GII Podocarpus
hedge to remaIn
3
Ex, Oak
to remarn
24
I Cardboard Palm
-17 gal.. 3011 ht, x 30" spr,
~
I IndIan Havvthorn
r 3 gal., J 4H ht. X /4" sp!",
24
I IndIan Havvthorn
T3 gal., /4M ht, x 14M spr,
1 PodocarpU5
3 gal.. 24" ht. x 2011 ~pr.
I Parson's Juniper
r 3 gar., 2011 ht. X 2011 spr,
I
)
32
48
J Dwarf fakahatchee Grass
13 gal., 24" ht. x 2411 Spl",
{Purple Crape Myrtle
~I ht. x 41 spr. .
t Podocarpus
3 gal., 24" ht. x 20" spr.
18
28)
28
TOVJNSHIP
SOUTH)
RANGE
16; EAST
,
.
. .
;1<
-
..
i' ~ '" ,'r
''11':-
... GENERAL IRRIGAtiON NOTES
.
, .
I, ~'VIMIf1,ta. a ne.. JVtvmOlt.e .'r']a'..IQn sptel1l 1.0 pcwOe i OO~ ca'.er~ c.J aft 'a'1Gisc~.'eas.
2. 5hr~b r<<r$ "'f.... ;xV,! be v~ III ~ed~ ex I".i~$ p';iptJtI~~ I{I~ ~hll' (lOt ex'~,:J more t.rall 2" .;bov~ tt~ "
m:;tar.~d f1c"]ht of'tr.t plant. AI (,5(:<'5 ~h" t-<S sd,(dJJ!e 40 Pipe, painted ~!d In!"IQ C.il~:.ralf :;hri;b r'5eI'5l;~
mstane.d ~";ace"t tQ wa:"'w~, df:<'tW.l15 ex otber area, when') they Tf10y ~ dOiP'J'lCd:
3. All be.aas I~=ta:led u,. f'I.otl~'3 ;lrea, .Ion~ 'N.~. Jr1ve, .nd ~.-{,r'i lot, ~ha" ~ I 2' pOp-up' ~..ed ~P'"1y,
h~.id:l,. All heJos ~r.il be ,iI1:,tal~d ....tb the top.;J ~~ spc.y 'x>Jf ~v~1I <N!tll 11I;:;h 'TaOe, All -T"""'dco.er ~e~s
~\11 "" llriy..td W!tIt t / t!' f'Oi'-up I ",e<,j sf'" ~ ~.e.;(.ls and extensiOI1S as rt'\U)!~.
4, A!t;oddt:Jireas *al be tr(t~ wotlt 4'~-u, spr.y ~3ds (;It pop.\lI' ~eOlt Qr'ven ~ds urless
otto(JfN'54 $pe<;I/~d, '" . .
5, tlf'''' va!",'and Qth<lr ,rrl1#t1Ol1 e'lJ'i'''''nt m."f be 5~W(\ ,'" drTle~. ....,all" ex bu'Id,~s lex c!ar'ty only. In5tJl
all valves a.nd otbet e,\v'l'ment: ul '.l1rAxilf'C beds 1(J' t>e:>t ~:;.I:>U,ry.alld C()~atrr.ent. .
G, Va~/e' :;r.aD t>tl.<n:l.alle.d ,~ a '''.i111101'' ....<trlll1 a Vaffe box rJ 3Uf'tc.e'1t :;I;!~ ~l) ~(j(va a' va!~, ilI<thin ~M \?oJr.
Va!~ po. 5h~H be ft~ (rom JJy delxl' whodl rr.;y L.over vai.es. i''\.lVIdirJ 3" Oepl.h cy.'/el sur,?.:It triO! bQttQ~ c.J
the ~'ll'.e pot. y'
, t-J Ir"'1.:t1O"~qv;prr~..nd In5t.l~atlQl\ t.xhc!'1ues :.hal meet r~deral. ::>tJ'.<< an4 :OCal~" re.;jullt'Or1S 6[1d
ordll14rlCes. , . .
O. AIi ~at' dl'..ell ne.aasand all heads aiar''3 wa~, cur!>s. de",,, .n'd pa.~"'3 are.s ~~al t><<, In~...r.ed on ilo"pl$
polyethylene ~WIn.:3 JOint>, , '
9, C.eOlt a.'vet1 ~~;ds.lnd bed ~oy heads :;hall be In:f.,Jr.ed (1M ~p,)r.t4 tQne5where pv5s!b:e, f';ec,p'WtiQl\
'lte, ;l(ld head tyf'e ~l>OIJ!d b<: CQl1',p.,t.l>Ie W!~IM ~ ro~, _
10. C.eat dn'i&' heaos "'an not be Installed I" :;hrvb are,s Of be ,n.:it:al'.ed 011 n~.., where f'Q5s.ble
I l, Controller :>had be moon~d III ".oc.hand Wlll,
I Z: All ,:ee..e, ,hal ~ ~du14 40 pipe In~tJJ~d a mlnJJlj.J1l\ cJ 14' ki6'N ':fade. 5~,:.r~ w o~d only
to In5tJn IJteral .'I"t)at'OIl line' t.hrocl'3h, SleeVe5 ~hal not Pev$t.2 "',a 'metJ>oJ ~o COf1'K'j wJter t.hrou'3" t~~
5pUm.
J 3. AaJli:>t ...'~aJ5 to pr"V'~ 1!1~1I"~11I oOver3~ .Jnd ~O<=>eilCf Jnd mlr\ltnoz.e QV(l(ti>CCIII, lrr'<jJttOll heJJ, ,nall
not 5puy 0_ w~n." dr.ve, ex a"'l otr'et non-.".yt~d,J\~"'- .
14. Equ,pme"" 5hall be ",..nvfactlned by, "":\YO", "lYmblfd' ex 'Huriter" or., (>tr~4'lse ~t.lte<,j OIl the p!~",-
15, . Contrxtof ~~JlI f.od verify NM X>~<:f~ to deliVer t~~ pi'0pCt pre$~e. poL\.od, per ~'\l!.)r' ,odI (P5I) and
W;.<;I flolll. ']allo(05 ~ ,,"lInM (Gt""A) ~s re'\litred by the ",.,'jattOtl ')"'.Aem. Nct..l~ t'lt: l~rdscap;! ".-c,Heat -I :here
" .ny :l!5Greparq. .
I G. Nt rerm,t, reqwed Far ,n:;,tal:atoon 5~alf N: pc0\1cled by ~hccontr",-tof,
17, F.der t" the l.iinq~ Plan, w".en :ocatln'3'" ..,.,')atoo~ equ~nt. Mowol!"lf':" roomcoCar "'\','jattOll
e'lu'prr.cnt lOt !.he proper 'fl~a!!.otIO~ cJ trUSt ~h.'1,b, and 9kh~ worf< 5I>OWII OIl dr al\l1n~, to be .n5tJ!:ed.
10. Nt Wire' ~ha. be ,n~aI1ed ," ....."e ~:eeve', . .
19, Cantr.actOf ",~aJl be re:'ofOl1Sob:e lex all >ternS on the pfatt arta, Irn~'V1I :;pee,'d101I.
20. Contrxtoc ~hall tn~l.rvct (JItI owner on th<5 f~" operatlOiJ and mJI!Ittr1.l'lU ol the ICr'''.}'tlOl1 5)'5tem.
2', Cor>t.rxtor 5h.aH be CeSp0115,:';e lor aII'ir;ll rera"" ()(, ;dju:;,t.ments to prOvIde p-opercdver,il~ to all
tanaxJf>e ;lre.a'- ' .
22, All ~bo~ r~r:.Ii~1 irn'3"tton ~pediC.at<oPS ~hal be dlCu~d to !.foe w'lcJ5C~ A:c.Mect .It (727)
787.UAO.
.--
.
ConCle'.4 Jonvl:-~'.1
.t ~dCIl he..'" W.J
r I',nl~h G<J~
- ~ PC'p-upl,>e.:J *.1)1 fie:>'"
~P<J'Yell
~ PO')' eM
~lQ~~'~
I
/
I
I r~
~ 1_ I
I I r--7
L fVC 'Jt"c.>l 111'11 ppe LNc l'.:t,n~
B
IRRIGATION SPRAY HEAD DETAIL
.
J
~n,'.
6.J
r- r,,~,," Cr;lde
f..'-1-CQflacl$ donut,
F-J. .>t ..,,,,,h k3.:l .
F'Of#-Cf' (,le.... ;"11'11" - ~
'pc", ""':>4
-. "d
PVC F ,tt"''3
- I
'rJ I '
If ~
poly ~ 1"'f'C
Ir
f oIy ell
-e
\
\
\
IRRiGATION GEAR DRIVEN HEAD DETAIL
\:
\
. I've '..tor"! ~J~ P'Fof:
"""""tJm def'l.11 i
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-e IR.RJGATION PIPE DEPTfI DETAIL
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PIPE 51ZING CHART
0.5 GPM
6-10 GPM
112" f'VC PIP~
3/4' PVC Plff
j I - I 5 Gf\A
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16-25 Gf'M
I J /4' PVC p'pe
26- 35 GPM
I 112' PVC P,PE
2' PVC Plfe
2 112' PVC PIPf
36.50 Gf'M
50 +- GPM
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, PLANNING & DEVELOPMENT SVCS ~ ~~
CITVOF CLEARWATER c ~ IN
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!COPLEY DESIGN A$SOC{A TlSS,JNCI ;~,,:
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1666 t<J.ney Drive ;:'. ,,<~:
Palm Harbor, Frorida 3~8). .':
Phone 127781-2840 '>"J
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