FLS2004-04020 (2)
FLS2004-04020
701 S Madison Ave
MADISON GLEN
LEGAL DESCRIPTION
LEGAL DESCRIPTION: (RECORD)
PARCEl. I
The East" of Madison Avenue, lying between the Northerly limits, as eldended, of Lot 1, Block 2, MARYLAND SUBDIVISION, accor~lng to
the plat thereof, recorded In Plat BQOk 15, Page 25, Public Record~ of Plnellas County, florida, and the Southerly IImlb., as elderlded,
of Lot 1, Block 8, MARYLAND SUBDIVISION;
LESS the South 80.0 feet thereof, more partIcularly described as followa:
From the Southwest comer of Lot 1, Block 8, Maryland Subdivision, as a point of reference, run N,0'O'9RE., along the Westerly
boundary of laid Lot 1, 60.0 feet fOr a Point of BegInnIng; from sold Point of Beginning thus estQbllshed, contlnue N,O'O'g"E., along
the Westerly boundary of laid Lot 1 and Its eldenslon (beIng the Eosterly right-of-way of MadIson Avenue) along the Weaterly
boundaries of Lot 20 and Lot 1, Block 4, and Lot 1, Block 2, MARYlAND SUBDIVISION, 465.00 feet to the Northwest darner of Lot 1,
Block 2; thence N.89'03'08RW. along' the Westerly eldenlllon of the ~ortherly boundary of laid Block 2, 30.0 feet; thence S.0'O'9"W.
along a line being the center line of right-of-way for Madison Avenue, 465.00 feet to a point being 60 fest North of a Westerly
. eldenlllon of the Southerly boundary of Block 8, MARYLAND SUBDIVI~ON; thence S.89'03'oaRE. parallel to and 80.0 faet from sold
Southerly boundary, 30.0 feet to the Point of Beginning. '
PARCEL II
Lots 1 to 7, Incluelve, Block B-2;
Lots 1 to 8, Inclusive, and
Lots 15 to 20, Inclusive, Block B-4:
Lots 1 to 6, Inclusl't'8i
LESS AND EXCEPT the South 17.00 feet of Lot 3 and the South 17.00 feet of the West 10.00 feet of Lot 4:
TOGETHER Wlnt the West 52.00 feet of Lot 7, Block B-6, MARYLAND SUBDIVISION, accordIng to plot thereof, recorded In Plot Boqk 15,
Page 25, Public Records of Plnellas County, florida: I ,
TOGETHER 'MTH those portions of vacated atreets described as that portion of North Pine Street qs shown on Plat of MARYLAND
SUBDIVISION, lying East of the Easterly right-of-way line of Madison Avenue; and that portion of South Pine Street a~ shown on plat
of MARYLANO SUBDIVISION, lying East of the Easterly right-of-way line of Madison Avenue; and oll of Michigan Avenue lying betwllen
and connecting North Pine Street, r~corded In Official Records Book 2794, Page 683, of the public records of Plnellas County, F1qrlda,
all streets being located withIn the c;:onflnes of Mor}4and Subdivision.
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VICINITY MAP
N. T.S.
SECTION
CLIENT
,
MADISON GLEN INVESTMENTS LLC
2050 CORAL WA Y, STE. 501
MIAMI, FL 3J145
(305) 285-S979
ENGINEER
,
GEORGE F.
86~1 E.
YOUNG, INC.
DR. MARTIN LUTHER KING BL Vp.
TAMPA, FLORIDA 33610
223-1747
(813)
701 S. MADISON AVE.
CLEARWATER, FLORIDA
(PINELLAS COUNTY)
APRIL 004
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LOCA TI ON
MAP
N. T.S.
15
TOWNSHIP
RANGE
29
15
S,
E
SHEET
i
INDEX
1 of 1
C.1
C.2
C.3
C.4
C.5
COVER SHEET
BOUNDARY & TOPOGRAPHIC Sl)RVEY
DEMOLITION & SITE PREPARATION PLAN
SITE PLAN
PAVING, GRADING & DRAINAGE PLAN
DETAILS
STORMWA TER POLLUT~ON
PREVENTION PLAN
LANDSCAPE PLAN
LANDSCAPE DETAILS
IRRIGATION PLAN
IRRIGATION DETAILS
L.1
L.2
IR.1
IR.2
LEGAL DESCRIPTION
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LEGAL DESCRIPTION: (SURVEY)
Begin at the Southwest comer of Lot 1, Block B-8, MARY LANO, os recorded In Plat Book 15, Page 25, public records of Plnellas
County, Florida, run thence N.OO'O'OgRE. Qlong the West line of sold Lot 1, a distance of 60.00 feet; th,mce N89'02'12"W. a distance
of 30.00 f.et to a point on the centerline of Madison Avenue (vacated b}' ordinance No. 2843-82 as recorded In OffIclol Record Book
5535, Page 1025, of the Public Recards 01 Plnellaa County, Florida) run thence N.OO'O'09"E. along sold centerline a dIstance of 484.87
feet; thence deporting sold centerline S.89'OO'09RE. 0 distance of 30.00 feet to the Northwest camer of Lot 1, Block B-2, of the
aforementIoned plat of MARY LANO: run t~ence N.00'lO'09RE. along the Northerly eldenslon of said Lot 1, Block B-2 a distance of
8.25 feet to a point on the Chancery line as established by Chancery No. 41781 and recorded In OffIcial Records Book 292, Page 519
of the Public Records of Plnellas County, Florida: run thence S.89'l,'49"E. along sold Chancery line a dllltance of 418.73 feet; run
thence S.OQ'22'02"W. olong the East line cind the Northerly eldenslon thereof of Lot 7, Block B-2 of the aforementioned plat of MARY
LAND, a dl"tance of '10.87 feet to the S~theost comer of sold Lot 7, elock B-2; run thence N.89'OO'09"W. a distance of 10.00 feet;
run thence S.00'22'02"W. a distance of 321.59 feet to a point on the North line of Lot 7, Block B-6 ot the aforementioned plat of
MARY LANID: run thence S.89'02'12"E. along the North line of eold Lot 7, 0 distance of 2.00 feet to a ~olnt on the East line of the
West 52.00 feet of said Lot 7: run thenc, S.OO'22'OZRW. along the East \Ine of the Welt 52.00 feet of eold Lot 7 a dIstance of
102.00 feet to 0 point on the South line of sold Lot 7: run thllnce N.8,'02'12RW. along the South line :of Lots 4,5,8 and 7, laid
Block B-8, a distance of 218.89 feet; run'thence N.bo'22'02RE. a dIstance of 17.00 feet; run thence N.~9'02'12RW. a dIstance of 70.00
feet to a point on the East line of Lot 2, of sold BI/)Ck B-8: run thence S.OO'22'02RW. along laid East'lIne a dIstance of 17.00 feet
to the SOIIJtheast comer of eold Lot 2; rufl thence tM9'02'12"W. along the South line of Lots 1 and 2 qf aald Block B-6, a dIstance
of 120.00 feet to the POINT OF BEGlNNINQ.
IB__ 11_
UTILITY WARNING NOTE: II' (J)
ABOVE GROUND OR UNDER GROUND UTILITIES MAYBE IN THE AREA OF a:
W
THIS PROJECT. PRQCEED WITH CAUTION. CALL "SUNSHINE STATE ONE
CALL SYSTEM" AND THE UTILITY OWNER(S) BEFORE BEGINNING WORK Z
1-800-432-4770. (48 HOURS IN ADVANCE.) Z
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LEGAL DESCRIPTION: (RECORD)
PARCEL I
The East 1h of Madison Avenue, lying between the Northerly limits, as extended, of Lot 1,
Block 2, MARYlAND SUBDIVISION, according to the plat thereof, recorded in Plat Book 15,
Page 25, Public Records of Pinellas County, Florida, and the Southerly limits, os extended,
of Lot 1, Block 6, MARYlAND SUBDIVISION;
LESS the South 60.0 feet thereof, more particularly described os follows:
From the Southwest corner of Lot 1, Block 6, Maryland Subdivision, as a point of
reference, run N.0'10'9"E., along the Westerly boundary of sold Lot 1, 60.0 feet for a Point
of Beginning; from said Point of Beginning thus established, continue N.O'10'9"E., along the
Westerly boundary of said Lot 1 and its extension (being the Easterly right-of-way of
Madison Avenue) along the Westerly boundaries of Lot 20 and Lot 1, Block 4, and Lot 1,
Block 2, MARYlAND SUBDIVISION, 465.00 feet to the Northwest corner of Lot 1, Block 2;
thence N.89'0.3'08"W. along the Westerly extension of the Northerly boundary of said Block
2, .30.0 feet: thence S.0'1O'9"W. along a line being the center line of right-of-way for
Madison Avenue, 465.00 feet to a point being 60 feet North of a Westerly extension of the
Southerly boundary of Block 6, MARYlAND SUBDIVISION; thence S.89'0.3'08"E. parallel to and
60.0 feet from said Southerly boundary, .30.0 feet to the Point of Beginning.
PARCEL II
Lots 1 to 7, inclusive, Block B-2;
Lots 1 to 6, inclusive, and
Lots 15 to 20, inclusive, Block B-4;
Lots 1 to 6, inclusive;
LESS AND EXCEPT the South 17.00 feet of Lot .3 and the South 17.00 feet of the West
10.00 feet of Lot 4;
TOGETHER WITH the West 52.00 feet of Lot 7, Block B-6, MARYlAND SUBDIVISION,
according to plat thereof, recorded in Plat Book 15, Page 25, Public Records of Pinellas
County, Florida;
TOGETHER WITH those portions of vacated streets described as that portion of North Pine
Street as shown on Plat of MARYlAND SUBDIVISION, lying East of the Easterly
right-of-way line of Madison Avenue; and that portion of South Pine Street as shown on
plat of MARYlAND SUBDIVISION, lying East of the Easterly right-of-way line of Madison
Avenue; and all of Michigan Avenue lying between and connecting North Pine Street,
recorded in Official Records Book 2794, Page 68.3, of the public records of Pinellas County,
Florida, all streets being located within the confines of Maryland Subdivision.
LEGAL DESCRIPTION: (SURVEY)
Begin at the Southwest corner of Lot 1, Block B-6, MARY LAND, as recorded in Plat Book
15, Page 25, public records of Pinellas County, Florida, run thence N.00'10'09"E. along the
West line of said Lot 1, a distance of 60.00 feet; thence N89'02'12"W. a distance of .30.00
feet to a point on the centerline of Madison Avenue (vacated by ordinance No. 2843-82
as recorded in Official Record Book 55.35, Page 1025, of the Public Records of Pinellas
County, Florida) run thence N.00'10'09"E. along said centerline a distance of 464.87 feet;
thence departing said centerline S.89'OO'09"E. a distance of 30.00 feet to the Northwest
corner of Lot 1, Block B-2, of the aforementioned plat of MARY LAND; run thence
N.00'10'09"E. along the Northerly extension of sold Lot 1, Block B-2 a distance of 8.25
feet to a point on the Chancery line as established by Chancery No. 41781 and recorded in
Official Records Book 292, Page 519 of the Public Records of Pinellas County, Florida; run
thence S.89'11' 49"E. along said Chancery line a distance of 418.7.3 feet; run thence
S.OO'22'02"W. along the East line and the Northerly extension thereof of Lot 7, Block B-2
of the aforementioned plat of MARY LAND, a distance of 110.67 feet to the Southeast
corner of said Lot 7, Block B-2; run thence N.89'00'09"W. a distance of 10.00 feet; run
thence S.OO'22'02"W. a distance of .321.59 feet to a point on the North line of Lot 7,
Block B-6 of the aforementioned plat of MARY LAND; run thence S.89'02'12"E. along the
North line of said Lot 7, a distance of 2.00 feet to a point on the East line of the West
52.00 feet of said Lot 7; run thence S.00'22'02"W. along the East line of the West 52.00
feet of said Lot 7 a distance of 102.00 feet to a point on the South line of said Lot 7;
run thence N.89'02'12"W. along the South line of Lots 4,5,6 and 7, said Block B-6, a
distance of 218.89 feet; run thence N.00'22'02"E. a distance of 17.00 feet; run thence
N.89'02'12"W. a distance of 70.00 feet to a point on the East line of Lot 2, of sold Block
B-6; run thence S.00'22'02"W. along said East line a distance of 17.00 feet to the
Southeast corner of sold Lot 2; run thence N.89'02'12"W. along the South line of Lots 1
and 2 of said Block B-6, a distance of 120.00 feet to the POINT OF BEGINNING.
SURVEYOR'S CERTIFICATE:
I HEREBY CERTIFY TO
MADDISON GLEN INVESTMENTS, LLC.
DIAZ, O'NAGHTEN & BORGOGNONI, LLP
THA T THIS SURVEY WAS MADE IN COMPLIANCE WITH THE MINIMUM
TECHNICAL STANDARDS FOR LAND SURVEYS IN FLORIDA AS SET FORTH
IN CHAPTER 61G17-6, FLORIDA ADMINlSTRA TIVE CODE, PURSUANT TO
FLORIDA STA TUTE CHAPTER 472.027.
MIL TON R. GILL DA TE OF SIGNA TURE
PROFESSIONAL SURVEYOR & MAPPER #5455
NOT VALID WITHOUT TH~ SIGNA TURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER OR ITS ELECTRONIC
EQUI V ALEN T
SURVEYING
#7168
INC.
4847 NORTH FLORIDA AVENUE
TAMPA, FLORIDA 33603
PH. (813)234-0103 · FAX (813)234-0108
Prepared For:
Project Location
CLEARWATER, FLORIDA
MADDISON GLEN INVESTMENTS, LLC
Project Address
701 SOUTH MADISON AVENUE
Project Name
SOUTH MADISION AVENUE
Job Order
Number
01012204
Field 2/4/04
Date
Dwn. By ER
MG
Aprvd. By
Dwg. No. 01012204
1" = 40'
Scale
D
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Revisions
BOUNDARY
SURVEY
&
TOPOGRAPHIC
A
LO
N
OC)
TURNER STREET GROVES
P.B. 15 PG. 91
ORLANDI INC. MARKS LLOYD S.
GIS HOUSING III INC. 55764-000~0170 55764-000J140 MARKS RUTH B. MARKS IRUTH B.
w LOT LOT LOT I LOT LOT LOT I LOT 55764-000-130 55764l000-0070
m 20 19 18 17 16 15 LOT LOT
N.89003'08"E. 3020Xo(i~~il.F'I'/~O ~'/n t 0 ~ '~lb~~o ~2~~~~~, 'l f" ;4 ./V :y <c>-y 12~<b
. 0 ~ 1/2" 23. ,~. 25. 53. 53' ~~.! ~.o~~ 4 "E. '\1 41 R ~ 7 II 7 Y ",,,,
S.89000'09"E. 30:00' F rO~~: , CHANCERY LINE tiS ES'T B1JSHE:D B :~ CERY NO: ~~. (O.R. 292, PG 5~~) /' lb/ ~-:\/ ~
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60' PUBLIC R/W -w ~Sr]~I~ c!,.=~: ~J .-.-i._ -w-w /~ t/ / ::< V ACA T ~I . !i. ~TH PIN E STR EET '. ",0/ I ",,,0/
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GOLOMB & BURNS
o ~ ~ ~ REALTY CJ) z I MILLER JAMES H.
<( 5: ~ ... 55764-006-0190 GOLOMB & BURNS 55764-006-140 I
2 A (/) REAL TY
55 <( 55764-006-0180
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55764-004-0110
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55764-004-0120
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CLARK SIBYLLE
AKERS CYNTHIA L.
55764-006-0010
GOLOMB & BURNS
REALTY
55764-006-0160
(f)
DRUID
ROAD
ENCROACHMENT LIST
@ North side of building encroaches into ea~ement by 2.41'
NOT TO SCALE
GULF TO BAY BOULEVARD
TURNER STREET
W
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181
[E] =
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LEGEND
A.P.O. = A Portion Of
O.R. = Official Record Book
PG. = Page
E.O. W. = Edge of Water
F.I.R. = Found Iron Rod
S.I.R. = Set 5/8" Iron Rod LB 4631
F.C.M. = Found Concrete Monument
CONC. = Concrete
SQ. FT. = Square Feet
BLDG = Building
HT. = Height
Tel = Telephone
TYP = Typical
COV = Covered
MAS = Masonry
W/ = With
R/W = Right of Way
(P) = Plat
(F) = Field
(D) = Deed
Sanitary Sewer Manhole
Water Valve
= Gas Meter
Electric Transformer
Telephone Riser
Grate Inlet
Utility Pole
Gu y Wire
x:x = Light Pole
@ = Iron Rod
G = Concrete Monument
~ = Fire Hydrant
.EB = Electric Switch Box
.co = Sewer Cleanout
-SAN-SAN- = Sanitary Sewer Line
-ST-ST- = Storm Sewer Line
UL - = Overhead Utility Line
-w-w- = Water Line
-x-x-x- = Chainlink Fence Line
6 = Handicap Parking
TREE LEGEND
e JACARANDA
o OAK
off PALM
e ORNAMENTAL
. PINE
SURVEYOR'S NOTES:
1. The survey shown here on, was done without the benefit of a
curren t title report.
2. No underground installations or improvements were located as a
part of this survey.
3. No evidence of human cemeteries or burial grounds was found on
site at time of survey.
4. Ownership of this property is subject to opinion of title and is
not expressed or implied by this survey.
5. This survey shows only dedications, restrictions and easements
contained in the above-mentioned Title Commitment and provided to
the surveyor. It is possible there are other recorded instruments,
which may affect this property.
6, Bearings and distances are record and measured unless otherwise
not ed.
7. Bearings are based on the East Right-of- Way line of Madison
Avenue which bears N, 00'1 0 '09 liE. per deed recorded in Official
Records Book 9343, Page 651, Public Records of Pinellas County,
Florida.
8. The property shown hereon is in Flood Zone "C" (Areas outside
the 500 year flood plain), per F.I.R.M. No. 125096 0015 B, dated
06/01/83.
9. This survey was prepared expressly for the entities named. No
other person or entity is entitled to rely upon this survey for any
purpose whatsoever without the expressed written consent of
American Surveying, Inc.
10, The survey shown hereon was prepared from a balanced and
adjusted traverse,
11. No observable evidence of earth moving work, building
construction or building additions within recent months.
12. No observable evidence of site use as a solid waste dump, sump,
or sanitary landfill.
~9
~.
13. ELEVA T/ONS SHOWN THUS ~ ARE BASED ON N. G. V.D. -29
AND WERE DERIVED FROM PINELLAS COUNTY BENCHMARK NO. 1247
STAMPED 354 (SRD), ELEVA TlON 36.271
Sheet ~ of ~
NEW CURB TO
MATCH EXISTING (riP)
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CLIENT
PROJECT NAME
REVISIONS
SHEET
George F. Young,
Licensed Business #021
ARCHITECTURE - ENGTNEERING -ENVIRONMENTAL
lANDSCAPE ARCHITECTURE- PLANNING - SURVEYING
ST. PETERSBURG - TAMPA - BRADEN TON -GAINESVillE
SARASOTA - NORTH PALM BEACH
RESPONSIBLE OFFICE: 8621 E Martin Luther King Blvd.
Tampa FL 33610-7305
Tel.: (813) 223-1747 Fax: (813) 229-0657
APPROVED DATE:
DATE:
A .
Inc.
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MADISON GLEN
SITE PLAN
PINELLAS COUNTY, FLORIDA
Madison Glen Investments LLC
2050 Coral Way, Suite 501
Miami, Florida 33145
(305) 285-8979
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DESIGNED:
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C<ISTING 6" PIPE
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PROJECT NAME
REVISIONS
GLEN
GRADING & DRAINAGE PLAN
COUNTY, FLORIDA
MADISON
PAVING,
PINELLAS
Since 1919
DESCRIPTION
No.
DATE
BY
("'" C L
,.":) )
GO'
PF.:R
DESIGNED: DML MWR
DRAWN: NJM
CHECK D' M
w
s
GRAPHIC SCALE
30 0
~~
15
I
30 80
..{ _ Ja
( IN FEET )
1 inch = 30 It.
LEGEND
"6/,,
>,
",?/
'~
,}
EXISTING ELEVATION
E
-1""""'-10-
120
.B'1
["'<,J (J I~ . 't-'i \.-' ~:_
30' PUBliC R jVJ
/ '
X 0.00
PROPOSED ELEVATION
DRAINAGE BASIN LINE
DRAINAGE BASIN AREA NUMBER
,,'
SLOPE
0.09%
w
~
INVERTED CROWN
George F. Young,
Licensed Rusines8 *021
ARCHITECTURE - ENGTNEERING - ENVIRONMENTAL
LANDSCAPE ARCHITECTURE- PLANNING - SURVEYING
ST. PETERSBURG - TAMPA - BRADEN TON -GAINESVILLE
SARASOTA - NORTH PALM BEACH
RESPONSIBLE OFFICE: 8621 E Martin Luther King Blvd.
Tampa FL 33610-7305
Tel.: (813) 223-1747 Fax: (813) 229-0657
APPROVED DATE:
DATE:
Inc.
04 2004
1 = 30
".
DIRECTION OF FLOW
PIPE
P-1
PIPES
L1N. FT. SIZE DESC.
43 24"X38" ERCP
STRUCTU RES
S-1
TYPE '0' GRATE INLET.
FOOT INDEX 232
GRATE = 24.65
INV. W. = 21.54
8-2
24" X 38" MES
INV. = 21.50
SHEET
C.3
JOB No. 0431-0001-00
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- ~
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SKIMMER BOT. = 23.96
It
I
1--
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~--------iJ
'.
.
,
~
~.... .~~
I ~ 6" .1
PLAN VIEW
AL. 1 /4" PLATE FASTENER
1~"1 ~ ALUMINUM SKIMMER
~~ /1/4" AL. PLATE FASTENER BENT
/ j TO SIZE
"\.OP OF STRUCTURE
~L :~
~ (2) 1/4",3" ANCHOR BOlTS
6" ""
I "-1/4" WELD
EACH SIDE
SKIMVER DET AL
N.T.S.
SHOP DRAWINGS REQUIRED TO
BE SUBMITTED TO ENGINEER
SWFWMD CONTROL = 24.46
(FREEBOARD = .69')
CLEARWWATER CONTROL = 24.31
(FREEBOARD = 05f)
<D 1/4" ALUMINUM SKIMMER
(SEE SKIMMER DETAIL)
CY 1/4" ALUMINUM BRACKETS
(SEE BRACKET DETAIL)
POND OUTFALL STRUCTlftE
TYPE '0' MODIFIED (S-3)
N.T.S.
ON-SITE
A 1" TYPE S-III (TYPE SP-9.5)
ASPHALTIC CONCRETE PER FDOT
SECTIONS 320, 330 & 334
B 8" L1MEROCK (LBR 100) PER FDOT
SECTION 911, COMPACTED TO OBTAIN
A MINIMUM DENSITY AT ANY
LOCATION OF 98% OF THE MAXIMUM
DENSITY AS DETERMINED BY FM 1- T
180, METHOD D.
C 12" STABILIZED SUB-GRADE [FOOT
TYPE B (LBR40)], COMPACTED TO
OBTAIN A MINIMUM DENSITY AT ANY
LOCATION OF 98% OF THE MAXIMUM
DENSITY AS DETERMINED BY
FM 1-T180, METHOD D.
STRUCTURAL NUMBER:
1.0 x 0.36 = 0.36
8.0 x 0.18 = 1.44
12.0 x 0.12 = 1.44
3.24
TYPICAL
PAVEMENT SECTION
SCALE: N.T.S.
FOOT INDEX DETAILS REFERENCED
102 TEMPORARY EROSION AND SEDIMENT CONTROL
106 SOIL TRACKING DEVICE, TYPE "A"
201 STORM MANHOLES
232 INLET STRUCTURES
272 MITERED END SECTION
300 TYPE 'D' CURB
CLIENT
.
Madison Glen Investments LLC
2050 Coral Way, Suite 501
Miami, Florida 33145
(305) 285-8979
~~
.!lo, .
~- '. '. 'Ii- :':1' ~
I. 18" J
I, No. 4 REBAR @ 36" O.C.
"'- DRIVEN THROUGH
I PAVEMENT INTO
SUBGRADE .
~-A
v . . O' 0
00000' B
. 0 0-4---
.,...0 0.0:,
:.. ..:. " I, "I. .... ":' I~' ::. . . I I,
.:, ,; ',: ,,:; ':":'.,,".::: ': .:','
C
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...
~
F1P - 25
~
I I"
r T
EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE
PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE-
GRADE SIGN BEARING ll-IE INTERNATIONAL SYMBOL OF ACCESSIBIUTY OR THE
CAPTION "PARKING BY DISABLED PERMIT ONLY," OR BEARING BOTH SUCH
SYMBOL AND CAPTION (SEE FIGURE FTP-25). SUCH SIGNS SHALL NOT BE
OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING
SPACES MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS
ADOPTED BY THE DEPARTMENT OF TRANSPORTATION, AND INCLUDE A CONCRETE
WHEEL STOP AND HANDICAP PAINTED SYMBOL ON PAVEMENT PER CURRENT A.D.A.
REQUIREMEN TS.
0.063- STEEL SIGN
F1P-25
1'-8- x 1'-0-
1/2- BORDER
1-1/2- RADII
I.
~'
/ PARKtIG BY
DISABlED
/ PSWIT
ON..Y
I
....
) ~....>-
...
---L.-
12-
I
~
rTACTlLE SURfACE (TYP.)
/ ...II- rVoHEEL STOP (TYP.)
/ --
ffiZ
Q.~
Q.
7 -i-
s"
(1& (~I 'l~lD
*i.~ \ :.~~
I \ ~~~ 12' ~:~ 5' I 12':~ 1
1
~~ ~~ ~~ X ~g I
~ ~ I;.W ~
-
TOP PART
YkIITE REFLECTORIZED
BORDER AND LEGEND.
BLUE REFLECTORIZED
BACKGROUND.
BOTTOM PART
1- SERIES -C- (F.D.O.T.)
BLACK LETTERS.
BLACK BORDER AND
YkIITE REFLECTORIZED
BACKGROUND
FINE AMOUNT PER
LOCAL CODE
....
....
y$250 R\E
~ F.8. 318.14
_IF
--
....
CIII
\r;;;-
""-..... L j?'"
- I
...
...
F1P-55
FOOT INDEX No. 17355 ~
2- DIA. (MIN.) GALV. -U. TYPE ~ :~
FLANGED SlEEL POST. ~0-~~~\~~~~~~~\\~~
~~):y), \~0~'\:- \ \~ \ \~~\\5..\\\i:<<~iY).. \;(\
SIGN SHALL CONFORM TO THE AMERICAN
DISABIUTlES ACT OF 1990
a.
...
I un
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~iX:
~~:
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.....~
W-n
:\\\0:
':"~X'
rGRADE
t ,~,'" .
.. . '.~ ":
2.5' ~..' ....
" '~':' '.
(min.)
..~,,~
~'~..:::..::.:'~
" .""
" .': I .
1 '
~ (min.) r-
(
.
2' (mIn.)
t_
CONC. BASE
HANDICAPPED PARKNG DETAL
& HAN_DICAPPED SIGN DEtAL
N.T.S.
POND/GRADE
PROPOSED PARKING
LIMITS OF SODDING
LIMITS OF SODDING
5':1:
1 " ASPHALT
TYPE S-III
---
NEW 8"
/ L1MEROCK
BASE
- - - - - -;t - - - - -
CD
-
GRADE
25.00
TOP OF BANK
25.00
TOP OF BANK ~
~-
24.00 8: 1
- - - SuBGRADE- - - -
--
~
'.,>
~.
POND BOTTOM
22.0
18" HEADER CURB -
W / TYP. REINFORCEMENT
SECTION A-A
N.T.S.
~~1/2" DEEP CONTROL
JOINT EVERY 15' &
~ A T REACTION POINTS
~......... ~ CONTINUOUS EXTRUDED
CONCRETE CURB, 3000 PSI
CONCRETE-NO STEEL
"".
"'l 1
r:.. . '!lo,"
'.
. .
CtJRIJ PROFI..E
'l/////////////////////~/////////////////////
BASE MATERIAL
CURB DET AI. "Alf
EXTRUDED CURB
TYPICAL lNST ALLA nON
N. r.s.
PROJECT NAME
REVISIONS
MADISON GLEN
DET AILS
PINELLAS COUNTY, FLORIDA
~I='~
-.. .....
IWt--'
:
SRN~
1='.
No.
DESCRIPTION
..
______ NO. 4 BAR 12" IN LENGTH
/' /' ANCHOR ROD, 2 REQUIRED
/' PER WHEEL STOP.
NOTESI
1, NO TREE SHALL BE REMOVED UNLESS SPECIFICALLY TAGGED FOR IREMOV AL BY THE
LANDSCAPE ARCHITECT.
2. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE ANY TREES THAT ~RE
TO REMAIN.
3. ROOTS GREATER THAN 1" DIAM. SHALL NOT BE CUT UNLESS OTHERWISE APPROVED BY
THE LANDSCAPE ARCHITECT.
4. ROOTS OF 1" plAM. OR LARGER THAT NEED TO BE CUT SHALL BE CUT NEAR Y,
5. STOCKPILED MATERIALS OR UNNECESSARY VEHICULAR TRAFFIC SHALL NOT BE ALLOWED
OVER ANY TREE ROOT SYSTEM.
b. BARRIERS SHALL BE MAINTAINED IN PLACE UNTIL REMOVAL IS DIRECTED BY
HILLSBOROUGH COUNTY.
BEFORE PERMIT.
1, BARRIERS ARE TO BE ERECTED AROUND ALL TREES 4" DBH AND GREATER TO REMAIN. fHIS
MUST BE DONE BEFORE CONSTRUCTION, GRADING, OR BEFORE ANY TREES ARE REMOVED.
2. TREES 4" DBH AND GREATER THAT ARE LOCATED WITHIN 10' OF THE LOT UNDER
CONSTRUCTION SHALL ALSO BE PROTECTED BY A BARRICADE.
N
x
N
x
Ct)
INST ALLA TlON SPECIFICATIONS.
* NOTEI 1" X 4" CROSS MEMBER MAYBE SUBSTITUTED W / SILT SCREEN FABRIC.
1. FULL AREA WITHIN DRIPlINE TO !BE
PROTECTEDI
2. METHOD OF ERECTION
(SEE DIAGRAM)
SUBSTITUTED W /SIL T SCREEN IFABRIC.
A. MINIMUM HEIGHT OF UPRIGHJS
SHALL BE 3' AND NO LESS
THAN2"x2" LUMBER.
2. (cont).
B. UPRIGHTS SHALL BE SPACED
A T NO MORE THAN 5'
INTERV ALS.
C. HORIZONTAL MEMBERS SHALL
BE OF NO LESS THAN l"x 4"
LUMBER.
7 5/8"
3000 P.S.I.
AT 28 DAYS
-~ 1 5/a"
___ 3" I--
I" ~-~
~---------------~ .,---------------
PROFILE
~ "" ~~ 3",
i'/ I I " 3'"
5" -~V.J! " ~
IT2"
SECTION
2 - NO. 4 CONT.
0'
/
($
PLAN
-
PARKING
EXISTING
SIDEWALK
,
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/
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FULL DRIPLlNE
1/
,
*EXAMPLE OF TYPE 'A' WOOD BARRIER
TREE BARRICADE DETAIL
SCALE: N.T.S.
DOWELL HOLE CAST IN
3/4" D.C., 2 REQUIRED
PER WHEEL STOP.
6'-0"
3' -0" I 3' -0"
I
I
r//<L::L//I
WHEEL...../' I
STOP ct PARKING
I SPACE
-~
SINGLE SPACE
WI-EEL STOP DET AL
N.T.S.
NEW 1" ASPHALT
TYPE $-111 OVERLAY
~
NEW 1" ASPHALT,
TYPE S-III
PROPOSED 8" BAS:
NEW 1" ASPHALT,
TYPE S-III
EXISTING ASPH,6.L T
EXISTING BASE
George F. Young, Inc.
Licensed Business #021
ARCHITECTURE · ENGINEERING. ENVIRONMENTAL
LANDSCAPE ARCHITECTURE. PLANN1NG . SURVEYING
ST. PETERSBURG. TAMPA. BRADENTON .qAINESVILLE
SARASQTA · NORTH PALM IBEACH
RESPONSIBLE OFFICE: 8621 E Martin Luther King Blvd.
Tampa FL 33610-7305 ,
Tel.: (813) 223-1747 Fax: (813) 229-0657
APPROVED DATE:
~TE:
_II="
EXISTING \
BASE \ ;r
.. = = = =~u.vznZ/Z/2'Z J
----~----------~-
10'
(EXISTING ASPHALT
REMOVED)
SECTION B-B
N.T.S.
.
Since 1919
DESIGNED: OML/MWR
DRAWN: NJM
CHI='r.I('I"D: r1ML
0412004
1 - 30
DATE
BY
-
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y .~~,.."".,.: '" '" '" /".,,', ..,'
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SECTION C-C
N.T.S.
F4
CDNSTR4
SHEET
C.4
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' .~.R.E.~~.. )j O~3728' ': ' , ;
--;--y /' ../... .
". : ",. JOB No. 0431-0001-00
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STORMWA TER POLLUTION PREVENTION PLAN
PROJECT NAME: MADISON GLEN
PROJECT ADDRESS:
MADISON GLEN
701 S. MADISON A VENUE
CLEARWA TER, FLORIDA
OWNER'S ADDRESS:
MADISON GLEN INVESTMENTS LLC
2050 CORAL WAY, SUITE 501
MIAMI, FLORIDA 33145
DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES:
CONSTRUCTION OF A PARKING LOT AND A STORMWATER MANAGEMENT SYSTEM
THE PROJECT WILL CONSIST:
CONSTRUCTION OF A PARKING LOT AND A STORMWATER
MANAGEMENT SYSTEM.
SOIL DISTURBING ACTIVITIES WILL INCLUDE:
CLEARING & GRUBBING REQUIRED FOR THE CONSTRUCTION OF THE
PROPOSED PARKING LOT AND STORMWATER MANAGEMENT SYSTEM.
CONSTRUCTION ACTIVITIES WILL INCLUDE:
CONSTRUCTION OF A PARKING LOT AND A STORMWATER
MANAGEMENT SYSTEM.
RUNOFF COEFFICIENT:
C (PRE): 0.706
C (POST): 0.797
SITE AREA:
5.32 ACRES
SEOUENCE OF UAIOR ACTlVIIIl:.~
1. INSTALL STAKED SILT FENCE AS SHOWN IN THE CONSTRUCTION DRAWINGS.
2. REMOVE ITEMS AS SHOWN ON THE DEMOLITION PLAN.
3. EXCAVATE TEMPORARY SEDIMENT BASINS, MITIGATION AREA AND STORMWATER PONDS.
4. COMPLETE MASS GRADING ACTIVITIES.
5. INSTALL NEW STORM SEWER, UTLITIES AND ROADWAY
6. FILL AND GRADE DISTURBED AREAS.
7. REPAIR ANY WASHED OUT AREAS, INSTALL PLANTING MATERIAL AS SHOWN ON THE
PLANS. SOD, SEED, AND MULCH DISTURBED AREAS AS INDICA TED ON THE PLANS.
8. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE
EROSION PROTECTION DEVICES AND CONSTRUCTION ENTRANCE AS REQUIRED.
NAME Of" RECEIVING WATERS:
THE PROPOSED IMPROVEMENTS WILL DISCHARGE INTO A CLOSED DRAINAGE
SYSTEM LOCATED WITHIN THE PROJECT BOUNDARY, AND EVENTUALLY DISCHARGE
INTO EXISTING LAKE (ADJACENT TO THE SITE)
CONTROLS
EROSION AND SEDIMENT CONTROLS
ST ABIUZA 11 ON PRAC11CES
WIND EROSION STABIUZAllON -THE CONTRACTOR SHALL DENUDE ONLY AREAS
WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITHIN A TWO (2) WEEK TIME-
FRAME. FINAL GRADES SHALL BE PERFORMED AND TEMPORARY OR PERMANENT SOIL
STABllIZA TION SHALL BE APPLIED. AREAS WHERE CONSTRUCTION OPERATIONS WILL
BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY
TO SATURATE THE SURFACE SOILS CONTINUOUSLY AND ADDITIONAL MEASURES MAY
NEED TO BE TAKEN CONTROL OFF-SITE TRANSPORT OF UNACCEPTABLE LEVELS OF
DUST.
TEMPORARY STABIUZATlON -TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS
OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST
21 DAYS WILL BE STABILIZED WITH TEMPORARY GRASS AND MULCH NO LATER THAN
14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A
MIXTURE OF 20 PARTS OF BERMUDA SEED AND 80 PARTS OF PENSACOLA BAHIA. THE
SEP ARA TE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIA TEL Y
BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH
MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR
HAY, CONSISTING OF OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT,
COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH, WHICH
CAN BE READILY CUT INTO THE SOIL, SHALL BE USED. AREAS OF THE SITE, WHICH
ARE TO BE PAVED, WILL BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION
AND BASE.
NOTE: CONTRACTOR TO BE RESPONSIBLE FOR THE CONTROL OF FUGITIVE
DUST AND ALIKE MATERIALS FOR THE DURATION OF THE CONSTRUCTION.
SITE CONDITIONS AND INFORMATION SHOWN ON DRAWINGS PRIOR TO
COMMENCING WORK.
PERMANENT STA8IUZA110N -DISTURBED PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD
NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY.
STRUCTURAL PRACTICES
STAKED SILT FENCES - THE STAKED SILT FENCES WILL BE CONSTRUCTED ALONG
THE CONSTRUCTION LIMITS AS DEPICTED ON THE MASS GRADING AND ON THE
CONSTRUCTION PLANS. THESE DEVICES WILL STOP AND DIVERT RUNOFF TO THE
SEDIMENT BASINS.
SEDIMENT BASI~S - THE STORMWA TER MANAGEMENT AREAS WILL ACT AS SEDIMENT
BASINS DURING CONSTRUCTION.
STORM WATER MANAGEMENT
THE POND HAS BEEN DESIGNED BY A PROFESSIONAL ENGINEER TO PROVIDE
ADEQUATE QUALITY TREATMENT AND ADHERENCE TO THE DETAIL SHOWN IN THE
PLANS IS IMPERATIVE.
CLIENT
0'1 HI:.t< ~ I h'( II c::
WASTE DISPOSAL
WASTE MATERIALS - ALL WASTE MATERIAL WILL BE COLLECTED AND STORED IN
DUMPSTERS PER LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND
CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE
DUMPSTER WILL BE EMPTIED A MINIUM OF TWICE A WEEK OR MORE OFTEN IF
NECESSARY, AND THE TRASH WILL BE HAULED TO THE APPROPRIATE COUNTY
LOCA TlON FOR DUMPING. NO CONSTRUCTION MATERIALS WILL BE BURIED ON-SITE.
ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR
WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED IN THE ON-
SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER RESPONSIBLE FOR THE
DA Y- TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE
PROCEDURES ARE FOLLOWED.
HAZARDOUS WASTE - ALL IHAZARDOUS WASTE MATERIALS, IF ENCOUNTERED, WILL
BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE
FOLLOWED.
SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE
UNITS A MINIMUM OF THREE TIMES PER WEEK BY A LICENSED SANITARY WASTE
MANAGEMENT CONTRACTOR, AS REQUIRED BY LOCAL REGULATION.
Of'FSITE VEHICLE TRACKING
STABILIZED CONSTRUCTION EINTRANCES SHALL BE PROVIDED TO HELP REDUCE
VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREETS WILL BE CLEANED AS
NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE.
DUMP TRUCKS HAULING MATERIAL FROM OR TO THE SITE WILL BE COVERED WITH A
T ARPUAlIN AT ALL TIMES.
TIMING OF CONTROL MEASURES
AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT BARRIERS,
STABILIZED CONSTRUCTION EINTRANCES AND SEDIMENT BASINS WILL BE
CONSTRUCTED PRIOR TO GRUBBING OR GRADING OF ANY OTHER PORTIONS OF THE
SITE. AREAS WHERE CONSTRIUCTlON ACTIVITY TEMPORARILY CEASES FOR MORE
THAN 21 DAYS WILL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 14
DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTED ACTIVITY CEASES
PERMANENTLY IN THAT AREA, THAT AREA WILL BE STABILIZED WITH PERMANENT SOD.
AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMLATED SEDIMENT WILL BE
REMOVED FROM THE TRAPS AND THE STAKED SILT BARRIERS WILL BE REMOVED.
MAINTENANCE INSPECTION PROCEDURES
EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE
PRACTICES
THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT
SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL.
LESS THAN ONE HALF OF THE SITE WILL BE DENUDED ATONE
TIME PRIOR TO ESTABLISHING EROSION CONTROL MANAGEMENT
ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE
EACH WEEK AND FOLLOWING ANY STORM EVENT OF 0.5 INCHES
OR GREATER BY A CONTRACTOR'S REPRESENTATIVE. ALL
MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A
REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF
REPORT. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT
FENCE WHEN IT HAS REACHED ON6- THIRD THE HEIGHT OF THE
FENCE. SILT FENCE WILL BE INSPECTED REGULARLY FOR DEPTH
OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY
ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE
POSTS ARE FIRMLY IN THE GROUND. THE SEDIMENT BASINS WILL
BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP
SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF
THE DESIGN CAPACITY OR AT THE END OF THE JOB. TEMPORARY
AND PERMANENT GRASSING, MULCHING AND SODDING WILL BE
INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY
GROWTH. FLOATING TURBIDITY BARRIERS WILL BE INSPECTED
REGULARLY AND ADJUSTED OR REPLACED IF NECESSARY TO
MAINTAIN PROPER SEDIMENT CONTROL. A MAINTENANCE
INSPECTION REPORT SHAUL BE MADE AFTER EACH INSPECTION
BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG
READILY AVAILABLE AT THE JOB SITE CONSTRUCTION TRAILER.
THE SITE SUPERINTENDENT WILL SELECT INDIVIDUALS WHO WILL
BE RESPONSIBLE FOR MAINTENANCE AND REPAIR ACTIVITIES.
FILLING OUT THE INSPECTION AND MAINTENANCE REPORT WILL
BE BY THE CONTRACTOR. PERSONNEL SELECTED FOR AND
MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM
THE SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL
MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE
EROSION AND SEDIMENT CONTROLS USED ON-SITE IN GOOD
WORKING ORDER.
NON-STORM WATER DISCHARGES
IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER
DISCHARGES WILL OCCUR FROM THE SITE DURING THE
CONSTRUCTION PERIOD:
UNCONTAMINATED GROUNDWATER (FROM DEWATERING
EXCAVATION).
ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO A
SEDIMENT BASIN PRIOR TO DIISCHARGE.
INVENTORY FOR POLLUTION PREVENTION PLAN
THE MATERIALS OR SUBSTANCES LISTED BELOW ARE
EXPECTED, BUT NOT LIMITED, TO BE PRESENT ON-SITE DURING
CONSTRUCTION:
CONCRETE
DETERGENTS
TAR
SAND
STONE
FERTILIZERS
PETROLEUM BASED PRODUCTS AND
FUELS
CLEANING SOLVENTS
WOOD
PROJECT NAME
Madison Glen Investments LLC
2050 Coral Way, Suite 501
Miami, Florida 33145
(305) 285-8$79
MADISON GLEN
STORMWA TER POLLUTION PREVENTION
PINELLAS COUNTY, FLORIDA
SF"~
~RN~
F"
IWtJ
PLAN
SPILL t-'t<~VENT
MATERIAL MANAGEMENT PRACTICES
THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES
THA T WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER
ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO
STORM WATER RUNOFF.
GOOD HOUSEKEEPING:
THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE
FOLLOWED ON-SITE DURING THE CONSTRUCTION PROJECT.
AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH
PRODUCT REQUIRED TO DO THE JOB. ALL MATERIALS
STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY
MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF
POSSIBLE, UNDER A ROOF OR OTHER CONTAINED
ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR
ORIGINAL
MANUFACTURER'S LABELED CONTAINERS. SUBSTANCES
SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS
RECOMMENDED BY THE MANUFACTURER. WHENEVER
POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE
DISPOSING OF THE CONTAINER. MANUFACTURERS
RECOMMENDA TlONS FOR PROPER USE AND DISPOSAL
SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL
INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL
OF MATERIALS ON-SITE.
HAZARDOUS PRODUCTS:
THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED
WITH HAZARDOUS MATERIALS.
PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY
ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA
SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT
INFORMA TlON. IF SURPLUS PRODUCT MUST BE DISPOSED OF,
MANUFACTURERS OR LOCAL AND STATE RECOMMENDED METHODS OF
PROPER DISPOSAL SHALL BE FOLLOWED.
THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED
ON-SITE:
PETROLEUM PRODUCTS;
ALL ON-SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE
REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF
LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY
SEALED CONTAINERS, WHICH ARE CLEARLY LABELED. ANY ASPHALT
SUBSTANCES USED ON-SITE WILL BE APPLIED ACCORDING TO THE
MANUFACTURER'S RECOMMENDATIONS.
f'ERTlUZERS:
FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS
RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER
WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM
WA TER. STORAGE WILL BE IN A SEALABLE PLASTIC BIN TO A VOID
SPILLS.
CONCRETE TRUCKS:
CONTRACTOR SHALL DESIGN A TE AN AREA FOR DISCHARGE OF
SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A
CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE
REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY
CONTRACTOR UPON COMPLETION OF THE PROJECT.
REVISIONS
No.
DESCRIPTION
George F. Young, Inc.
Licensed Business #021
ARCHITECTURE. ENGINEERING. EN\fmONMENTAL
LAt'IDSCAPE ARCHITECTURE. PLANNING. SURVEYING
ST. PETERSBURG. TAMPA - B!W)ENTON -GAINESVILLE
SARASOTA - NORTH PALM BEACH
RESPONSIBLE OFFICE: 8621 E Martin Luther King Blvd.
Tampa FL 33&10-7305
Tel.: (813) 223-1747 Fax: (813) 229-0657
DESIGNED: DML/MWR APPROVED DATE:
DRAWN: NJM DATE: 04/2004
CHEr.KF"n, mAl Ic::f'.b. 1='. l' 30'
"
NOTICE OF TERMINA"IIUN
A NOTICE OF TERMINATION WILL BE SUBMITTED TO FDEP AFTER THE
CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS
UNDERGONE FINAL STABILIZATION BY THE CONTRACTOR.
POLLUTION PREVENTION PLAN CERTIFICATION
I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS
HAVE BEEN READ BY ME OR MY DESIGNATED REPRESENTATIVE AND UNDERSTAND
THAT THIS SYSTEM HAS BEEN PREPARED TO ASSURE THAT QUALIFIED PERSONNEL
PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY
INQUIRY OF THE PERSONS WHO MANAGE THE SYSTEM, OR THOSE
PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION
SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE,
ACCURATE AND COMPLETE. I AM AWARE THAT THERE AREA
SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION,
INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR
KNOWING VIOLATIONS.
OWNER
SIGNED:
NAME AND TITLE:
DEPARTMENT:
ADDRESS:
DATE:
CONTRACTOR'S CERTIFICATION
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS
AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE
ElIMINA TlON SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM
WATER DISCHARGIES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM
THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.
SIGNATURE
FOR
RESPONSIBLE FOR
NAME:
TITLE:
COMPANY:
ADDRESS:
GENERAL
CONTRACTOR
DATE:
PHONE:
NAME:
TITLE:
COMP ANY:
ADDRESS:
DATE:
TEMPORARY
AND
PERMANENT
STABILIZATION
PHONE:
STABILIZED
NAME: COMPANY: CONSTRUCTION
TITLE: ADDRESS: ENTRANCE,
EARTH DIKES,
SEDIMENT
BASIN
DATE: PHONE:
Since 1919
DATE
BY .
CON"
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JOB No. 0431-P001-00
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II~
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-1
[L~[NJ[Q)~~~~~ ~(Q)Ir~~g
1. A FULL"" AUTOMATIC I~IGATION &""&TEM, PROYIDING 1~ COVEFt66E OF ALl- ~EN &PACE&,
&I-IAL.L 6E MAINTAINED. NO CON~L VAL.VES O~ MAINLINE &I-IALL 6E LOCATED IN RO,w.. AL.L
I~IGATION I-IEAD& WITI-IIN RO,w. &J.IALL 6E INSTALLED ON FlINN.,.. PIPE O~ EQUAL.. COORDINATE
WITI-I GC. FOR INSTALLATION OF CONT~LLER I~IGATION &I-IALL BE ZONALLY DE&IGNED.
2. &EE &U~y FO~ ADDITIONAL. INFOFit1ATION ~GA~ING TI-IIS SITE.
3. ALL T~eS WI-IICI-I FAL.L WITI-IIN &aDDED A~A SI-IALL 6E MULCI-IED A& FOLLOWED:
~POSED LAND&cAPE T~ES - &J.IALL I-IAVE A 4' D'AMETE~ MULCI-IED ~ING.
PROPOSED PAL.MS AND CONlFE~ meE& - &I-IAL.L I-IAVE A " DIAMETE~ MULCI-IED ~ING.
EXI&TING meES - &J.IAL.L I-IAVE A 4' WIDE MULCI-lED ~ING ADDED AT TI-IE 6A&E OF TI-IE T~E.
4. AN.,.. AReA DISTU~D OUT&IDE LIMITS OF &aD (PROPERTY LINE:) &I-IALL 6E &aDDED WITI-I 6AJ.11A $OD.
&. ReQUiReD meE 6A~tCADE& AND E~SIONS CONT~L MEA6URe& MU&T ReMAIN !NT ACT
TI-I~I-IOUT CON&T~TION.
6. TOPPED TREES CANNOT 6E COUNTED TOWA~ TI-I5 TOTAL meE ~QUI~MENT.
1. TI-I5 LOCATION OF AL.l ~QUIReP T~ES MU&T NOT CONFLICT WITI-I LIGI-ITING FIXTUReS, SIGNS UNDE~ROUND
AND OVE~EAD UTILITIE&, FLO~IDA POWE~ EQUIPMENT, FIRe I-IYDRANT&, ETC. ALL MEDIUM - LA~E I-IA61T
TReE &PECIES el-lALL NOT 6E PLANTED WITI-IIN 2e>' OF OVEF.I-IEAD UTILIiT'" LINES.
S. NO meE el-lALL BE PlANTED ON eLOpeS ~ATE~ TI-IAN 2:1.
( IN FEET )
1 inch = 40 ft.
NORTH PINE STREET
60' R/W
VACATED PER O.R. 3743 PG. 359
1. All trss root.a sxlatlng wIthin propoasd ImprovSTlsnt. aretaa and orlglnat.lng
f'rom a prot.~t.sd trss &hall bs asvarsd clsan at. t.hs limit. or ths prsaarvsd
arcsa. All root. pruning &ha II bs dons with a DOeco root prunar or squlvalsnt.
2. All trss pruning &ha II bs dons In accordanc:s with t.hs moat. c::urrsnt AN&I A ,e>e>
Prunlnlng &tandard6.
3. All trimming unc:lsrtaksn on a prot.ectsd tretS &ha 11 bs dons In accordance
wIth ths National Arborl6t Aeaoc:latlon (NAA) Pruning &tandard6.
4. All trssa to remain, whsrs Indlc:atsd on ths alt.s plan, m~t. bs protsct.ec:::t b~
trss prot.ectlvs barrlc:adea mseJtlng minimum Clt.y of Clsarwat.ar etandarda.
Protsctlvs barrlc:adea &hall rsmaln In plac:s until land altaratlon and c:onatructlon
actlvltlsa ars c:omplstsd.
&. No attac:rmEll'\t6 ot.heilr than flagging or almllar matarlal, Idantlf~lng prot.sc:tsd
treea, &hall be attac:hsd to trsea C:lsalgnated to rsmaln on ths alts.
0 PROP. CANOPY TREE
<& PROP. UNDERSTORY TREE
0 PROP. PALM
0 PROP. SHRUB
<ll
0
... PROP. GROUNDCOVER
I- EX. PALM (TO BE
REMOVED)
010. EX. TREE (TO BE
REMOVED)
[L~~lQ)~~~(p)~ lQ)~ f ~g
ReQUI~D
PROViDED
LANDeCAFE ~QUI~MENT$
ReQUI~D PE~IMETE~ LAND&cAPING ADJ. TO VEl-llCULA~ U&E AReA
WEST ~PERTY LINE
MIN.12' WIDE PE~IMETE~ 6UFFE~
I CANOPY TReE 13& LF: X 41& LF
,---_.. , --~--- . -,---- ,
, ---. ~~ . -----, , -__~~ I
YES .,..E&
14 CANOt='T" TReE& 13 ~P. T~E&
I EX. meE& MlN.
YE& YEe
SOUTH PINE
60' PUBLIC R/W
VACATED SOUTH PINE STREET
60' R/W
VACA TED PER O.R. 3743 PG. 359
CONTINUOU& I-IEOO5 (36" OCJ
NORTI-I ~PE~ LINE
12' WIDE PE~IMETE~ 6UFFE~
1 CANOPY T~E 13& LF X 21e> LF
YE& YEe
12 ACCENT T~e& 12 ACCENT TFeEE&
CONTINUOU& I-IEOO5
YE&
YES
EA&T ~PE~ LINE (N/A)
NlA
NlA
~TI-I PJiWPERiT'" LINE
MIN. S' WIDE PE~IMETE~ euFFE~
I CANOPY T~E 13& LF X 18tZ) LF
YES ""E5
& CANOPY meE& & ACCENT T~E&
2 EX. PALM&
YES YE&
CONTINUOU& I4EDGE
~QUI~D INTE~IO~ LAND&cAPING
INT G~ENSPACE 6/l)~1 SF INT. G~ENepACE
. · SS,6e>3 GR05e y.uA
I CANOPY meE&/ PAfOeKlNG leLAND
1""
I""
Ir~~~
~~~(Q)%7 ~[L~g
24 T~E&
24 meE&
ReQUiReD FOUNDATION LAND&cAPING (6ULDING ~T)
MIN. &' WIDE LAND&cAPE 6ED
2 ACCENT T~E& /4e LF X 42& LF . 21 ACCENT meE&
O~
3 PALMS meE& /4e LF X 42S LF . 32 PALM&
YES YES
21 ACCENT TReE& & CANOPY TREE&
1. ReFER TO DEMOLITION PLAN, FO~ LOCATION OF TReEe TO 6e ~MOVED
AND LOCATIONS OF T~E 6A~ICADE& AND meE 6A~ICADE DETAIL.
2. TI4E RePLACEMENT OF PROTECTED meE& AND PALM& &I-IALL BE IN
COMPL.IANCe WITI-I CIiT'" OF CLeAFaUATE~ ReQUI~MENT&.
32 PALMe
1e>6 &l-lRUe&
1& ~P. pAL.Me
13 EX. PAL,M&
1e>6 el-lRUe&
I e1-lRU612e> SF OF ~a. 6ED 42& LF X S' . 2125 SF X .e>& ·
~~~(Q)%7 ~[L
(Q)~
~~(Q)fij~
DRUID
I. EXOTIC &PECIES &UCI-I A& 6RAZILIAN PEPPE~ AND FUNK T~ES, ETC. MU&T 6E ReMOVED A& A CONDITION OF elTE
DEVELOFMENT. TI-IE EXOTIC &PECIES WILL 6E CUT FLU&I-I WITI-I GRADe: AND eTUMPS EITI-IE~ PI-IY&ICALL"" ~MOVEP
ANDIO~ A I-IE~ICIDE WILL 6E APPLIED TO STUMP. TI-IE DI&PO&AL. OF TI-IE INYA&IVE PLANT MATE~IAL &I-IALL BE
A& PE~ COUNTY ~QUI~&.
2. FQR EAADICATING 6RA4ILIAN PEPPER TI-IE FOLLOWING METI-IOD& A~ ACCEPTA6LE FO~ MO~ INFOFit1ATION ~FER TO
TI-IE FLORIDA COOPERATIVE EXTEN&ION &E~ICE MANUAL. - 'EXOTIC WOOD.,.. PLANT CONTfOtOL'.
GA~ON4 I-IE~ICIDE (Ie>,. GA~ON4, I"" CIDE-KICK II . ~ JL6 011.)- APPLICATION METI-IOD: 6A&AL 6AfOeK
GA~0N3A I-IE~ICIDE - APPLICATION METI-IOD: CUT &TUMP
TROOPE~ I-IEfiU3ICIDE - APPLICATION METI-lOD: CUT eTUMP
~DEO 1-lEfiU3ICIDE - APPLICATION METI-IOD: CUT &TUMP
ROAD
T
TRUe:
CLIENT
PROJ CT NAME
REVISIONS
SH ET
George F. Young, Inc.
Licensed Business *O?1
ARCHITECTURE - ENGINEERING - ENVIRONMENT Al
lANDSCAPE ARCHITECTURE- PLANNING - SURVEYING
ST. PETERSBURG - TAMPA - BRADEN TON -GAINESVilLE
SARASOTA - NORTH PALM BEACH
RESPONSIBLE OFFICE: 8621 E Martin Luther King Blvd.
Tampa FL 33610-7305
Tel.; (813) 223-1747 Fax: (813) 229-0657
APPROVED DATE:
DATE:
Madison Glen Investments. LLC
2050 Coral Way. Suite 501
Miami. Florida 33145
(305) 285-8979
MADDISON GLEN
PRELIMINARY LANDSCAPE PLAN
PINELLAS COUNTY, FLORIDA
L.2
.. .~: ....
L. 1
Since 1919
DESIGNED: WJR
DRAWN: WJR
CH KE' M
04 2004
1 = 40
15
29
DESCRIPTION
DATE
BY
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JOB No. 043 -0001-00
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~ 2X BALI- DlA. ~
~TfNNK
d
STAKING PLAN
N.T.S.
$' OF SPEaFlED
MULCH EX1INDED
BE'f'OND SAUCER.
KEEP MULat AT
LEAST $' FROM
1REE TRUNK
S- SAUCER
po -
-0 ..... Iii h
,..,-~ IJ \ V' . (~, r- 2 SlRAND 12 GAUGE GH.V.
~"l~\ ~u. nu~~Ds~~
~ """-. \\.A FROM TOP OF STAKE
>---::;... ,jP' L-Y' A~ 2 WIRE SUPPORTS SHALL BE
~ ~ ~ y 7t://1 '> USED ON MAIN STRUC1URAL
< ~ '- BRANCHES
~~ ~
y~ ~\ 'i'~
.... 2Xt PRESSURE 1REA1ED
STAKES EQUALLY SPACED
DRIVEN FlRNL Y A MINUJM OF
1r INTO 1HE SUBGRADE
PRIOR TO BACKFIWNG
--"'II '
~III.I~IIIII~III : i~" "".: :.dlllllll~lllf~I'~
-=111 III <.. :.~. )t@1 '- Ill-
S- MIN. BACKfILL I II~I '~== ~ ==11- REMOVE TOP 1/3 OF
.1M [)(ISTlNG SOl. III I III 111==111- 111_ I II- BURLAP FROM 'BALL
WATER AND I I I-III-~~ -I
TAMP TO REMOVE - - -
AIR POa<ETS 111-111-111-111~1-l!:..
~
2X BALL DlA. !
UNDlS1\JRSED
SUBGRADE
t&lm.
. STAKE TO F1RST BRANCHES AS NECESSARY FOR FIRM SUPPORT.
. WIRE SHAlt. NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANOtES.
~lYlL. tl-tlRlYlNIK tlRlElE $t AKIINIG DEt AIIL.
N.T.S.
00000
o 0 c:q~
000~
EQ.
'TRIANGULAR SPACING
N. T.S.
-fSPACE o.c.t
I PER SPEc.
1"1\ '" 0 <<'1\ "'-. ({'\ "J. ~
:I~~ //~~\,y''/- ,\,"~
_~., II:' .:....\ ~'I
"&.' .I~ ~. ,.\ .'1 . ,,'It
': ,:1, '1".,11 J ,\~: ~I h,~' '~I~
PREPARE BED AS PER '" II,' r' If " .b' tI. .
MIllEN SPECIfICATION I;~f\'~ ""ltII,,':;~~'I,~. 'I~:'.: 1,.",.1.:'
1111111111 rillll r~mllill r~milllll:
UNDIS1URBED SUBGRADE --11ffim'lllllllllllm~mlllmllllll:
PlANT SPAaNG AS PER PlAN
$' OF SPECIFIED MULat
~
. GROUND CO\O PlANTS ARE 10 BE SPACED AS INDICATED ON PLAN11NG PLAN.
. Y' MIN. SPECIFIED PLAN1INO MIX UNDER AND AROUND - WA1ER AND TAMP TO
AIR POCKtI'S.
GIROlUllNDCOWlE1R fP>I6AlNltIINlG DIET A Ill.
N. T.S.
PLANT SPAaNG AS PER PLAN
3" OF' spEaF1ED MULat
PREPARED SOIL:
SHlRlUIlB3 DlEt AII6 At 1L.t\INID$CArP>1E 1$I6AINID
N.T.S.
CLIENT
Madison Glen Investments, LLC
2050 Coral Way, Suite 501
Miami, Florida 33145
(305) 285-8979
_ 1RUNK
(
FRONDSTOREMAIN 1
lIED IS IllllCAml - -
SEE MOlE BELOW
e' DlAM. STAKING
3 LA'tERS
BURLAP
\\ftAPP1HG
G~I~)[EIRl~l ~@i~$
11Rl1Rl1G~ il@~ ~@i~$
f
SPREAD
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b--".". ~ rre-o
~ A I....J~ _ FlAG WL BANNER
,P~ f? ~ GUARDS.S.2 ~
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A. PREP ARA TION
THE IRRIGATION CONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL
PLANS AND WRITTEN SPECIFlCA llONS PRIOR TO BIDDING OR CONSTRUCTING
THE WORK. REPORT ALL DISCREPANCIES BETWEEN PLAN AND SITE
CONDITlONS TO THE LANDSCAPE ARCHITECT IMMEDIA TEL Y UPON DISCOVERY.
B. AS BUILT PLAN
THE IRRIGATION CONTRACTOR SHALL PRODUCE AN "AS-BUILT" PLAN OF THE
SYSTEM AND DELIVER TO THE OWNER WITHIN ONE MONTH AFTER ACCEPTANCE
OF THE SYSTEM.
C. BACKFLOW VERIFICATION
THE IRRIGATION CONTRACTOR SHALL VERIFY THE TYPE OF BACKFLOW
PREVENTION SYSTEM REQUIRED BY CITY OF CLEARWATER PRIOR TO
BIDDING AND CONSTRUCTING THE WORK.
D. IRRIGA TION WELL AND SYSTEM FLOWS
THE WATER SOURCE SHALL BE AN IRRIGATION WELL -
STATIC FLOWS SHALL BE VERIFIED BY THE CONTRACTOR.
SYSTEM FLOWS SHALL BE SUFFICIENT TO WATER THE ENTIRE SITE 'MTHIN
FOUR HOURS.
E. JURISDICTIONAL COMPLIANCE
THE IRRIGATION CONTRACTOR SHALL VERIFY AND COMPLY 'MTH ANY AND
ALL JURISDICTIONAL REQUIREMENTS TO PERFORM THE WORK.
F. CONTROLLER 'MRING
THE IRRIGATION CONTRACTOR SHALL 'MRE THE CONTROLLER SO THAT
STATION NUMBERS RELATE TO THE VALVE NUMBERS SHOWN IN THE
CONTRACTOR'S DESIGN.
G. SLEEVlNG
ALL SLEEVlNG SHALL BE 4" DIAMETER SCHEDULE 40 PVC PIPE BURIED 18"
BELOW BOTTOM OF PAVEMENT. EXTEND SLEEVE 2'-0" BEYOND EDGE OF
PAVEMENT AND TURN PIPE VERllCAL THROUGH GRADE, OR STAKE LOCATION.
CAP OR TAPE THE ENDS OF ALL SLEEVES.
H. CONSTRUCTION 'MTHIN RIGHT OF WAY
ALL IRRIGA llON PIPING, HEADS AND OTHER EQUIPMENT THAT IS LOCATED
'MTHIN THE PUBLIC RIGHT OF WAY SHALL BE INSTALLED ACCORDANCE 'MTH
LOCAL JURISDICTIONAL STANDARDS. SPECIAL CONSTRUCTION PREPARATION
MAY INCLUDE NOTIFYING LOCAL AUTHORlllES, TRAFFIC BARRIERS, ETC.
VERIFY PRIOR TO CONSTRUCTION. NOTE: NO MAINLINE OR VALVES SHALL
BE LOCATED IN THE RIGHT OF WAY.
I. VALVE BOXES
AUTOMATIC ELECTRIC VALVES AND ISOLATION GATE VALVES SHALL BE
INSTAllED IN AMETEK VP-10 OR EQUAL VALVE BOXES.
J. WIRE CONNECllONS
'MRE CONNECTIONS TO TI-lE ELECTRIC VALVES ARE TO BE MADE WITH RAIN
BIRD ST-03 'MRE CONNECTORS AND PTS5 SEALANT OR 3M-DBY CONNECTORS
OR EQUAL.
K. 'MRE SPECIFICATIONS
ELECTRICAL WIRE IS TO BE TYPE UF 600 VOLT AWC-CONTROL CABLE.
COMMON OR "GROUND" WIRE IS TO BE #14 OR LARGER AND WHITE IN
COLOR. CONTROL OR "HOT" WIRE IS TO BE #14 OR LARGER AND ANY
COLOR OTHER THAN WHITE.
L. FLEXIBLE PIPING
POP-UPS ARE TO BE INSTALLED ON TORO FUNNY PIPE OR AG PRODUCTS
FLEXIBLE PVC OR EQUAL. IF FLEXIBLE PVC IS USED THEN IPS WELD-ON,
#795 CEMENT OR EQUAL IS TO BE USED.
M. PIPE BURIAL
MAINLINE IS TO BE INSTALLED A MINIMUM OF 18" BELOW FINISH GRADE.
LATERAL LINES ARE TO BE INSTALLED A MINIMUM OF 12" BELOW FINISH
GRADE.
A. IRRIGATION SYSTEM PROVIDING 100% COVERAGE SHALL BE
INSTALLED (SEE IRRIGATION PlANS AND SPECIFICATIONS IF ISSUED).
B. IF ISSUED. WRITTEN SPECIFICATIONS SI-IALL BE AN INTEGRAL PART
OF THIS PLAN SET.
C. ALL TREES. INCLUDING PALMS. SHALL BE SET VERTICALLY TO THE
GROUND, OR IF ON SLOPES OR BERMS. SHALL BE SET VERTICALLY TO
THE SURROUNDING FLAT TERRAIN.
D. ALL SOD SHALL BE 100% SOLID SOD, 99% FREE OF NOXIOUS WEEDS,
WITH A 2" THICKNESS OF ROOTS CAPABLE OF HOLDING SAND, SOD
SHALL BE FRESHLY-CUT WITHIN TWENTY-FOUR (24) HOURS OF LAYING,
LAID WITH TIGHTLY-BUTTED JOINTS, AND ROLLED. HAND RAKING
SHALL BE DONE AS NECESSARY TO ENSURE PROPER EVEN GRADES AND
CLEAR SURFACES FOR SOD.
E. THE lANDSCAPE CONTRACTOR SHALL FIELD VERIFY PROPERTY LINE
LOCATIONS BEFORE INSTALLATION OF ANY PERIMETER PLANT MATERIAL
OR IRRIGATION SYSTEM.
F. ALL PLANTINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION, IF REQUIRED.
G. THE lANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING
FULLY BOTH THE SITE AND THE BID DOCUMENTS. DISCREPANCIES IN
DOCUMENTS OR SITE CONDITIONS SHALL BE REPORTED TO THE
LANDSCAPE ARCHITECT IN WRITING AT TIME OF BIDDING OR
DISCOVERY. AND NO ACCOUNT SHALL BE MADE AFTER CONTRACT
COMPLETION FOR FAILURE TO REPORT SUCH CONDITION. OR FOR ERRORS
ON THE PART OF THE LANDSCAPE CONTRACTOR AT TIME OF BIDDING.
(ONLY EXTREMELY PECULIAR AND UNUSUAL CONDITIONS WILL BE
CONSIDERED FOR NEGOTIATION.)
H. ALL QUESTIONS CONCERNING THIS PLAN SET OR SPECIFICATIONS SHALL
BE DIRECTED TO THE LANDSCAPE ARCHITECT.
I. PLANT MATERIALS ARE TO BE BID AS SPECIFIED UNLESS UNAVAILABLE,
AT WHICH TIME THE lANDSCAPE ARCHITECT WILL BE NOTIFIED BY
TELEPHONE AND IN WRITING OF THE INTENDED CHANGES.
J. THE PLANT KEY IS PRESENTED FOR WE CONVENIENCE OF THE
CONTRACTOR. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN
AND PlANT LIST, THE PLAN SHALL PREVAIL.
K. THE lANDSCAPE CONTRACTOR WILL PROVIDE A SOIL SAMPLE ANALYSIS
TO DETERMINE APPROPRIATE SOIL AMENDMENTS (I.E., FERTILIZER,
LIME, ETC.). THE CONTRACTOR WILL PROVIDE COPIES OF THE TEST
RESULTS TO THE OWNER AND THE LANDSCAPE ARCHITECT.
L. ALL PLANTS TO BE FERTILIZED WITH AGRIFORM 20-10-05 TABLETS AS PER
INSTRUCTIONS IN CONJUNCTION WITH NOTE K.
M. THE lANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL
NECESSARY APPLICABLE PERMITS AND LICENSES TO PERFORM THE WORK
SET FORTH IN THE PLAN SET OR WRITTEN SPECIFICATIONS.
PAa<lNG
STRAPS
GUYING PLAN
N. T.S.
r 2"X~. - P.T. PINE
BRACE - 3 TOTAL.
EQUALLY SPACED
AROUND TRUNK
AT 120" M'MT
~tr'\ I B I
..lJ ~I ~I
~ ~~ I I
, rill; ;:~ 111..:!.~: . . ;.;7;;~illnl'il;:-;ill~
111~11~~I~m ~~~. t:~~ifr~lll~ II.. .U
12" MIN. PURE I II ~ '=" _ ~ IT 1fr ==1
Ir~ Hie /11J 111I111111I111'1,'"I1I"lr II:
AIR POa<ETS -=11 L 111==111 111==11' h~x38- P.T. PINE
"1-
~ 2X BALL DlA. ~
STAKING PLAN
N. T.S.
REMOVE BOOTS FROM
TRUNK AS INDICATED.
mRE BRUSH BURN
MARKS
=
? .
~
1- DlAM. RUS8ER
HOSE
DOUBLE STRAND
1WI~S1ED WIRE 112 GA.
3 GUY WIRES "PER
AT 120"
INTERVALS
=
;::::
'\. J
;7
~ 2"x4- P.T.
PINE ~CE
INNER: 1e-
OUTER: 12"
SUPPORT BRACING -
SEE DETAIL
"~
BEYOND SAUCER.
KEEP MULat AT
WST Y' FROM
TREE 1RUNt(
3- OF SPECIFIED
MULot EXlENDED
~~
WST $' FROM
lREE 1RUNK
8- SAUCER
2"x4- P.T.
PINE ~CE
8- SAUCER
TRUNK
]\
r:-~ I
~.
!1~lllmtlk? .." ^ ::t.II~llllf~
1 III I:I ~:.~: " ,., IIlC:r"r-.,
II ,..~t:.::_ -II"~' ~m~'-W"~~lED
~~I~illllllllllllT II _JT !r~UlO
-:-11 , --r";" -J 11=' . -I' GRADE
REMOVE TOP 1/3 OF
BURLAP FROM "BALL
...:I.-
Co
12" MIN. BACkFILL
,",1H EXISlING SOIL
WA1ER AND
TAMP TO REMOVE
AIR POCKElS
...:IE--
-
~
2X BALL IDlA.
~
UNDlS1URBED
SUBGRADE
~
. PLANT so THAT TOP OF ROOT BALL 1$ EVEN WITH 1HE FlNISHm GRADE.
. BOT'TOM OF ROOT BALL SHALL BE SEAtED DlREC'fL Y ON UNDlS1URBED SUBGRADE.
. STAKE ABOVE F1RST S'IRONG BftANQG OR AS NECESSARY FOR FIRM SUPPORT.
. FlAG GUYING WIRES Vl11H BANNER GUARD s.s. 2 OR APPROVED EQUAL.
HmESL
. PAW moNOS SHALL BE nED UP UN11L AFTER Pl.AN11NG. nES SHALL BE REMOVED AS FOLLOWS: DAlE PAW - ONE \\UK:
WASHINGTON PAW " QUEEN PAUot - IMMEDIATELY: SABAL PAUlS WIiIot ARE NOT 'HURRICANE cu1" SHALL REMAIt nED
FOR SIX MON1HS. REMOVE ALL DEAD AND BROKEN FRONDS. ~ roT BUD.
. ALL TRUNKS SHALL BE PREPARED PRIOft TO DELIVERY. DAlE PALMS SHALL BE 'a.ASSIC cu1": SABAt. AND WASHINGTON
PALMS SHALL BE BOOtED OR SHAVED AS SPECIFIED.
. PLANT IN PURE SAND. PlANT so 1HAT TOP OF' ROOT BALL IS 2" ABOVE FINISHED GRADE: BOTTOM OF' ROOT BALL SHALL
BE SEAlED DlREC'fLY ON UNDlS1URBED SUBGRADE.
. NE\B "AIL INTO TRUNK.
llRlElE IP>IL.AlNltDINIG DlEtA116 - GlYY WllRlE$
(p> AIL.~ rP>I6AINITIINIG DEY A Ill.
N. T.S.
N.T.S.
N.
THERE SHALL BE NO ADDITIONS. DELETIONS, OR SUBSTITUTIONS
WITHOUT THE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
HIS WORK WITH THE WORK OF OTHER TRADES OR PROFESSIONALS ON THE
SITE WHOSE WORK MAY OVERlAP OR INTERFERE WITH THE WORK SET
FORTH IN THE PlAN SET OR WRITTEN SPECIFICATIONS.
THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL PLANTING ISLANDS
OR AREAS SHALL BE CLEAN OF ALL TRASH. DEBRIS, OR OTHER NON-
INDIGENOUS MATERIALS TO A DEPTH OF 18"-24" PRIOR TO ANY LANDSCAPE
INSTALLATION .
THE lANDSCAPE CONTRACTOR AND/OR GENERAL CONTRACTOR SHALL
NOTIFY THE OWNER AND THE LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES IN SITE CONDITIONS OR NON-CONFORMANCE TO
SPECIFICATIONS. SUCH AS GRADING, BACKFILLING, REMOVAL OF'
DEBRIS, GRUBI3ING, ETC.
ALL EXISTING TREES TO REMAIN SHALL BE BARRICADED (SEE DETAIL).
ALL CLEARING, GRUBBING. EXCAVATING, AND/OR GRADING UNDER THE
DRIP LINE OF TREES TO REMAIN TO BE DONE BY HAND. ANY
EXCEPTIONS TO THIS SHALL BE APPROVED AND SUPERVISED BY THE
LANDSCAPE ARCHITECT.
ALL TREES TO REMAIN SHALL HAVE ALL DEAD WOOD AND CONFUCTING
WOOD REMOVED. ANY BALL MOSS AND/OR PARASIllC PLANT SPECIES
SHALL BE REMOVED FROM TREE CANOPY.
ALL TREES TO REMAIN SHALL BE SPRAYED WITH LINDANE OR APPROVED
EQUAL TO CONTROL BORES. SPRAY SHALL BE APPLIED BY A STATE
CERTIFIED INDIVIDUAL OR FIRM ONLY.
O.
PLANT SPACING JS PER PLAN
24- BE'I'VGN SHRUBS ~
AND BULDlNG ~
FINISH GRADE AT V /
SLOPE BUILDING TO BE V /
12" "'3;r~~o-~~~=._ ~
EDGE OF' BED SHALL BE ~
s- WIDE x 4- DEEP TRENot
~~~ ,~~
rI\ '" ,('\\ '" ~~ - _ V /
" ~ I~ ~ "t<? ..... ~,..' ~..".,.;,..:,...,.,.,.: /~w ~ _
. .f1'r '. \, "'1 ~'."":.'''It': . "~r ::",~'" . ,. 'f I . ,,> \: .....'.,. '~'I'~ ~'~I""~" W 11-
"""" I '!it' "., . "",' .." /. ", t . ., ", '...'" .' -II
_ ..'.....~, ..,~.I...~.~.\i, 11I"11'''~:'t,,'....I'I:,,~tll:l~ ~. ~.. ,'.'l~':1"'.,'"4~~AI _
~~ .It,,,.,,,Il' "," ~.1", ," "~I IU~ .,..-:: 1', . I I "'~I"",.."t,1 I II
_-111_1 .....:.. ~. ......"......4.. ..../.,1...... ..,. ~. t.. ..' .", . ". -111-
.' . '..\.1.. ,.1;.. .\ '.:, 'w rill rill rill:;:;::;:~', ".~',. U~ill--:-lll= -
111111111,11=1 III:till dilllll'II'IIIIIII,III,"I'I,llllIrlll (:: .~ ':.:: . ;, ~.:: .: ~ ~ TIIIIIIII/IIIIII I' fllll dIll III II
11111,111111111111111'11111111"11111111'1111111111111IIIII,IIIIIIIIIIIIIIIIIIIIIIII!!!'IIII'IIIIIIIIIIIIIIIWIII1I
111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11
U.
12" FOR
GROUND COVERS
24- FOR SHRUBS
SPACE o.c.
PER SPEc.
24- BEl\I&N SHRUBS
AND GROUND COVERS
P.
$' r:E SPEctFlW MULot
~1V~.
h~~
\~i~
III
Q.
R.
S.
PREPARE BED
AS PER YRTTa. tl/' 'r III , .., . I I. I .. .' \l 'If
, IU" "',.,, k" .4'. ...: of \ I " II' ,"", t...,:....t,,",
Sf'EClFICA~ . .. .': ''',' I' ",,-, ,~. " ,. I" ,I.".""'" ,,'_1" '\
,>'tl.J'I..,.I.,tli~.:.. . . . .d . "'. .tI.' .:-:J'''<'.
-.:.- y I . I I' \ "'i 7 .':: . " I,
e8 MIN. SPEaFlED '~:'::I'\!:'~'!'" . .... .f I. " Nr::~":i'ttj"'.'ru"
PlANnNG MIX ALL I [.!..!lID . ~ . .. I " IT-i"lU-
~~~VE& == ~"'",,"'-: .:..:;:.tl;::;:,lllllllli
AIR POa<ETS li-li.:., ~ .... "',.' '.J - -
UNDIS1URBED SUBGRADE .. 111111t~H r11l, I ~11'lillll
::111 -III. .111
~ 2X BALL D1A. ~
T.
.tf.O.l:E&.
. FINISH ~ AT BUII.DING TO BE e- BELOW FINISH FLOOR ELEVAnQN.
. BED GRADE TO SLOPE AT 3jr PER FOOT AWAY FROM BUILDING.
. SEE DETAILS AND SPECIF1CAnONS FOR PlANnNG INS'l'RUCnOHS.
HmES:..
. PlANT SO 1HAT TOP OF' ROOT BALL IS EVEN VlTH 1HE FINISHED GRADE.
8/HlRlUIlm rP>I6AINITIIMG DIEt AII6
IL ~ IN)D $ <e ~ (P> IE IN)@TIE$
i3IED !p>(RIErP> AIFiA tlOINl DIET AII6
N.T.S.
N. T.S.
A. PLANT MATERIAL STANDARDS
ALL PLANT MATERIAL USED ON THIS PROJECT SHALL BE "FLORIDA NO.1"
AS DESCRIBED IN THE LATEST EDITION OF "GRADES AND STANDARDS FOR
NURSERY P().NTS", PARTS I AND II, BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES. REFER TO DETAILS FOR FURTHER
QUAUTY SPECIFICATIONS.
B. GRADING OF PLANTING BEDS
ALL PLANTING BEDS SHALL BE 6" BELOW ADJACENT STRUCTURES AND SLOPE
AT 3% AWAY FROM EXISTING STRUCTURES. VERIFY THIS CONDITION WITH
GENERAL CONTRACTOR PRIOR TO BEGINNING WORK. PARKING LOT ISLANDS
SHALL SLOPE; AT 3% FROM CENTER OF ISLAND TO CURB. TOE OF SLOPE ON
ALL BEDS SHALL FINISH AT 2" BELOW SIDEWALKS, CURBS OR OTHER HARD
EDGING TO ALLOW FOR ~ULCH THICKNESS.
C. BED PREPARATION AND PLANITING
LOOSEN SOIL TO A MINIMUM DEPTH OF FOUR INCHES AND REMOVE ALL
DEBRIS. REGRADE THE BED TO ITS PRE-PLANTING SUBGRADE.
DIG PLANTING PITS AT 2 TIMES THE DIAMETER OF. THE POT. FILL PLANT
PIT WITH 50% EXISTING SOIL AND 50% TOPSOIL (SEE BELOW) AND
COMPACT SO THAT THE TOP OF ROOT BALL WILL SETTLE 1/8 DEPTH OF
ROOT BALL ABOVE FINISH GRADE. SET' PLANT AND FILL REMAINDER OF
HOLE WITH PLANTING MIX. FERTILIZE EACH PlANT WITH THE RECOMMENDED
RATE OF 6-6-6 FERTILIZER AND/OR AGRIFORM TABLETS, WATER IN THOROUGHLY.
RESET ANY PLANTS THAT SETTLE TOO DEEP. REMOVE SPOIL DIRT AND RAKE
THE BED TO ITS FINISH GRADING. COVER ALL BED AREAS WITH A 3" DEPTH
OF GRADE A SHREDDED CYPRESS MULCH OR PINE BARK MULCH. REMOVE ALL
DEBRIS FROM MULCH.
e- MIN. SPECIFIED
PLANnNG MIX ALL
AROUND. WA1ER "
TAMP TO REMOVE
AIR POa<ETS
D. TOPSOIL
TOPSOIL SHALL BE A NATURAL FRIABLE. FERTILE, FINE LOAM SOIL. IT
SHALL BE CERTIFIED (BY TESTING) TO BE FREE OF WEED SEEDS AND
PATHOGENS. IT SHALL ALSO BE FREE OF LITTER. SOD, CLAY, STONES.
ROOTS AND STUMPS. IT SHALL BEAR A PH OF BETWEEN 5.5 AND 7.5.
E. EDGING
ALL EDGING SHALL BE AS DESCRIBED IN THE PlANTING DETAILS.
e- CURB
RONJWAV 7
F. TREE STAKING
ALL TREES TO BE STAKED AND GUYED AS SHOWN IN THE DETAILS
UNLESS OTHERWISE SPECIFIED BY TH!:: GENERAL CONTRACTOR. TREE
STAKING OR SUPPORT WIRE SHALL BE REMOVED AFTER ONE(1) COMPLETE
GROWING SEASON.
G. WARRANTY
ALL PlANT MATERIAL SHALL BE GUARANTEED BY CONTRACTOR FOR A PERIOD
OF ONE YEAR FROM RECEIVING FINAL ACCEPTANCE BY THE OWNER AND/OR
LANDSCAPE ARCHITECT.
SHnL ROCK
ROAD BED
UNDlS1URBED
SUBGRADE
T
ea
lie
PROJECT NAME
REVISIONS
SHEET
George F. Young, Inc.
Licensed Rusiness *O?1
ARCHITECTURE. ENGTNEERING -ENVIRONMENTAL
lANDSCAPE ARCHITECTURE- PLANNING -SURVEYING
ST. PETERSBURG - TAMPA. BRADENTON -GAINESVilLE
SARASOTA - NORTH PALM BEACH
RESPONSIBLE OFFICE: 8621 E Martin Luther King Blvd.
Tampa FL 33610-7305
Tel.: (813) 223-1747 Fax: (813) 229-0657
APPROVED DATE:
DATE:
I~~,
JOB No. 0431-0001-00
MADDISON GLEN
PRELIMINARY LANDSCAPE DETAILS
PINELLAS COUNTY, FLORIDA
.' '" -, \ "
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Wil1ipfn i~J,.i-Rid;'mOnd, ft,.Sij.'
Fla. Lan~ape ,Arc'h. #1556 ,
" ... 0 <>..
.
L.2
Since 1919
DESIGNED: WJR
DRAWN: WJR
, CHECKED: DML
04/2004
1 40
~I="~ 15 TWP. 29 S..RNG 15E.
No.
DESCRIPTION
DATE
BY
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a.
6" TURF pop-up SPRAY HEAD.
/
-=-
FINISH GRADE.
1/2" MALE ADAPTER OR ELBOW;
AS REQUIRED.
=
N
(1/2") TORO 'FUNNY PIPE'
LENGTH AS REQUIRED.
1/2" MALE ADAPTER OR ELBOW;
AS REQUIRED.
~
~
PVC LATERAl.. LINE.
PVC SCH. 40 TEE.
~
o
o
~A) ( 6 " )
pop-up
SPRAY HEAD
SlDEWAU<. CURB. ROAD EDGE, ETC.
ROTOR pop-UP HEAD.
INSTAlL 1- ABOVE FINISH GRADE.
:> _'~ .tJ - _
... '.
- . -<1 . ,.
12- MIN.
H
1
FINISH GRADE.
r----l
MALE ADAPTER OR ELBOW;
AS REQUIRED.
~
3/4" TORO 'FUNNY PIPE'
LENGTH AS REQUIRED.
MALE ADAPTER OR ELBOW;
AS REQUIRED.
~
PVC LATERAL LINE; SEE PIPING/WIRING
DETAIL.
PVC LATERAL LINE FITTING.
~E) POP-UP
ROTOR
H E A D (HUNTER PGP)
MAIN SUPPLY, LATERAL
AND WIRING.
MAIN SUPPLY
W!t.4ARKING TAPE
LATERAL
120 VOLT
WIRING
,lH'"
. - ~
....~. m TERAL TAPE-I:-.-.
C'I /0 cD
II - MAlNUNE. ~
WRING ,~. . 'Sf
fir
<
m PER \.OCAL,g...
COOS:
( '/
~
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r--
~
~
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1/ "'-'-T \
1
ALL MAINUNE SHALL BE
INSTALLED PER MFG'S
SPECIFlCA liONS.
~
INSTALL ALL 120 V
WIRE IN CONDUIT
PER LOCAL CODE.
~
PFtOVlDE A 20- LOOP IN WIRE
AT ALL CHANGES IN DIREC110N
GFtEA TER lHAN 30.. REMOVE
TlI!:S AFTER ALL CONNEC110NS
HAVE BEEN MADE.
TAPE AND BUNDLE Vt1RING AT
10 FT. O.C. MAXIMUM,
\--
--1----
SNA~E ALL PLASl1C PIPE
INTO lRENCHES AS SHOWN.
~ I) TRENCH
DETAIL
CLIENT
Madispn Glen Investments. LLC
2050 Coral Way. Suite 501
Miami. Florida ~3145
(305) 285-8979
wm"
)
1!J
ria.
~
~
o
o
:~8) (12")
POP-uP
GREEN SPACE
- CAP (UNGLUED)
1_)
r ROADWAY
"
12" SHRUB HI-POP SPRAY HEAD
FINISH GRADE.
1/2" MALE ADAPTER OR ELBOW;
AS REQUIRED.
(1/2") TORO 'FUNNY PIPE'
LENGTH AS REQUIRED.
1/2" MALE ADAPTER OR ELBOW;
AS REQUIRED.
PVC LATERAL LINE.
PVC SCH. 40 TEE.
SPRAY HEAD
!/C
i\..
.
MIN. OF'
38- FROM
... CURB..
, ,,-
':.l
,
MIN. OF'
30-
ABOVE
.. GRADE
MINIMUM OF 24-
BELOW GRADE
I-L ...
'\ '- SCH. 40 PVC'SLEEVE PIPE
ELBOW (UNGLUED)
J) SLEEVE
DET AIL
1. HIGH POP-UP SPRAYS/ROTORS TO BE unUZED IS REQUIRED:
A. IN PLANTING BEDS WHERE SPRAY HEAD IS IN LOW PLANTING OR
GROUND COVER (MATURE PlANT HEIGHT IS 1- - 18").
B. IN PARKING ISlANDS CONTAINING GROUND COVER PLANTING.
C. WHERE IT IS ADVANTAGEOUS TO CONCEAL SPRINKlER HEAD
DUE TO HIGH PEDESTRIAN TRAFFIC. V1S1BIUTY. VANDEUSM AND
MAltaENANCE. INSTAU. SPRAY l'flGH POP ON RISER TO lliE
TOP OF lli!E SPRAY BODY ElEVATED TO lliE TOP OF lliE PlANT
MATERIAL.
2. RISER MOUNTED SPRAY/ROTOR HEADS SHAU. BE UTlUZED IS REQUIRED:
A. IN PLANTING BEDS ADJACENT TO BUILDING OR STRUCTURES ONLY.
B. TO BE 8' NJfNE PlANT HEIGHT.
C. NOT TO BE INSTAlLED IN PARKING ISLANDS. ALONG WALJ<S, CURBS.
ENTRANCE IROADS OR WHERE HIGHLY V1SABIL
D. RISERS TO BE OF SCH. -40 PVC AND PAINTED BLACK.
3. CHANGES IN HEAD PLACEIolENT, SPRAY OR ROTOR SUssnnmON
SHOULD ALWAYS BE DONE TAKING INTO CONSIDERATION:
A. WHAT IS BEST FOR lliE GROWfH AND MAlNmWlCE OF lliE
SOD AND PlANT MATERlAI...
B. MAINTAINING A CONSTANT AND F;VEN DISTRIBunON AND
PRECIPITATION RATE. (NEVER INSTAU. ROTORS AND SPRAYS ON
lliE SAME ZONE.)
C. lliE SPACING BETWEEN HEADS ~ NOT EXCEED 5O'l OF
lliE DlAIolETER FOR HEADS SPACED ON A SQUARE PAtTERN
OR 80" OF lliE DlAIolETER FOR HEADS SPACED ON A
TRIANGULAR PAlTERN.
4. A4T0MATIC CONTROL 'TIMER LOCATION TO BE VERIFlED WIlli ARCHITECT
AriD/OR OWNER. IRRIGATION COKJRA<:TOR TO INSTAU. /IS t.lANY ADDmoNAI..
CQNTROL WIRES IS THERE ARE OP~ STATIONS ON lliE CONTROL Tlt.IERS
(TttE ENTIRE LENaTH OF THE MAlNUHE) FOR POSSIBLE fUTVRE IRRIGATION.
~K)
GENERAL
NOTES
~L
PROJECT NAME
~-l
I
-
/G
'-
5. POP-UP SPRINKlER HEADS SHAU. BE INSTAlLED:
A. 3' TO 8' FROM EDGE OF CURB OR SIDEWAU<.
B. 12' TO 18' FROM EDGE OF PAVEMENT (WIiERE NO CURB
EXISTS).
C. FlUSH WIlli FlNISH GRADE.
8. FlELD ALTERATIONS t.lADE IN lliE IRRlGA110N CONTRACT DRAWING
MUST BE IN THE BEST INTEREST OF lliE PlANT MATERIAl. SOD
AND LANDSCAPE IRRIGATION S'r'S'Ial. CHANGES t.lADE BY lliE
IRRIGATION CONTRACTOR WHICH ARE DEEMED, BY lliE ARCHITECT
AND/OR OWNER. NOT TO BE IN CONFORMITY WIlli llilS
CRITERIA Will. BE REMOVED AND REPlACED AT lliE IRRIGATION
CONTRACTOR'S EXPENSE. IF A QUESl10N SHOULD ARISE IS TO
THE BEST WAY TO COMPLETE A FlELD ALTERATION. CONTACT THE
ARCHITECT AND/OR OWNER FOR APPROVAL
7. OPEN CUTS IN ASPHAlT. WAlKS AND/OR TRENCHES MUST BE
PROTECTED FROM VEHICLE AND PEDESTRIAN TRAFFIC AT ALL
TIMES. IT Will. BE lliE IRRIGATION CONTRACTORS RESPONSlBIUTY
TO BARRICADE AND DIVERT TRAFFIC.
8. lliE IRRIGATION AND LANDSCAPE CONTRACTORS SHAU. COORDINATE
lliE PLACEMENT OF lliE SPRINKLER EQUIPMENT AND ~DSCAPE
MATERIAL WITHIN lliE PlANTED AREAS. lliE IRRIGATION CONTRACTOR
SHAU. INSTAU. HIS MATERIAl.. AT lliE EDGE OF lliE PI.AtfTED AREAS
AVOIDING PLANTS. ROOT BAlLS. UGHlS. BOLLARDS. FENCES. ETC.
9. CONTRACTOR TO SIZE AU. LATERAl.. PIPE PER INDUSTRY STANDARDS
(FlOW NOT TO EXCEEQ FIVE FEET PER SECOND).
10. IRRIGATION DESIGN CQNCEPT BASED ON EXISTING DEEP WELL
TO BE MINIMUM OF (4") IN SIZE CAPABLE OF HANDUNQ
A MINIMUM OF A 5HP SUBMERSIBLE PUMP.
MADDISON GLEN
IRRIGATION DETAILS
COUNTY, FLORIDA
PRELIMINARY
PINELLAS
~J:'(,
15 TWP
29 ~RN~ 15 .E.
No.
SHRUB HEAD-
~"'V
12-
-
~
"'"
~~
~ y.....
SHRUB MASS
- SCH 40 RISER (ADJUST RISER TO PLANT HEIGHT)
W
0::
~
;:)
e:
(J)
n
I
STAINLESS STE1"'
CLAMP (PAINTED
FlAT BLACK)
SHRUB HEAD
I
I
FlNISH GRADE
(
U
II ~~ -II LATERAL ZONE UNE ~
.. kJl,. =
(1/2-) TORO 'FUNNY PIPE'
~
8-
EMT STAKE PAINTED FlAT BLACK.--/ -
RISER
MOUNTED
SHRUB
HEAD
.
I".llm1bJ1
~ ICC CONTROLLER
METAL CABINET
.
ICC PEDESTAL /
(STAINLESS STEEL)--/'
FINISH GRADE
1\1\ .1.1 \
'~.
."., ,.~,I \,
I'~/~""':' ',I '
CONCRETE
r (SLOPE TO DRAIN)
/10,/11 ,If.
II..I~."'-. !t:.
: ~.: II! " ".1 I':.' ,',
", *.1. · ~.'tl~::I~
(3/4") CONDUIT FOR 120/230 VAC
~
-1-1/4", 1-1/2", OR 2"
CONDUIT FOR VALVE WIRES
-
-
PEDESTAL
MOUNT CONTROLLER
-
LEGEND
1. 4" OR 5- WELL CASING
2. OPEN HOLE (EXISTING)
3. 5HP SUBMERSIBLE PUMP
(STA-RITE. GOULDS SERIES OR APPROVED EQUAL)
4. DROP PIPE (GALV. SCH 40)
5. JUNCTION BOX
6. SUBMERSIBLE CABLE
7. GALVANIZED TEE
8. WELL SEAL
9. GALVANIZED NIPPLE
10. GALVANIZED UNION
11. CLA-VAL #55F PRESSURE RELIEF VALVE (3/ ")
12. PUMP STATION CONTROL PANEL
13. NIBCO SCOTT T-113 GA~ VALVE
14. GALVANIZED PIPE
15. GALVANIZED ELBOW
16. PVC ADAPTER
17. IRRIGATION MAINUNE
-
? <P@)'
==a, (i'J6O) 0
~ ~~lj~)]~
~; ~ 1(2'0) "'N'"~M'" .-€)
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e
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\
1.7
-~
" U
\\
4l.7
S
&
-
ifP,
i;;;;;i!;
~~-
~
NOTES:
1. 4" OR S" DEEP WELL EXISTING BY OWNER
2. SHP SUBMERSIBLE PUMP, SINGLE PHASE, 2. OV
PUMP
STATION
,
REVISIONS
.
Since 1919
DESCRIPTION
DATE
BY
SOD STAPLE
~~$ ~
f\,Jf-lJ '-- . '., 1\( .( -~,
UI\:p:;v.. ~ (~'?Ik( --d iii
~~::: ,~ j :.....rJ.... ,(CA. rS!4. )
i .'I~\t . .~( --7)
: ~ .~..~ 1J}UffY
~ 11 ~
rHUNTER PCB SERIES BUBBLER
T (TO BE INSTALLED OVER
ROOT BALL)
o
~ SOD STAPLE
v,\ ~
,..... I-L! i .. (TO PVC LATERAL)
:~- ~ ~ ~~ \
. & 1/ L(1/2") FLEX PVC
li)J Ii' (
~
~
(;
\
(TO PVC LATERAL)
I
l0~
'1j5
:q
~ 0
I ,
.~ ~~
, 0.;
(1/2") FLEX PVC
LQ
:<;:,
~
~D) BUBBLER
DETAIL
PVC MALE ADAPTER
RECTANGULAR PLASTIC VALVE BOX
//
_1/1
/ z~/
I~~
s.J~~b
~ \'0 ~CO~O. ~"ooo~o Q.:q.
4"TO 6- I) 8 ~ ~ I) 00 so ~Jl1cr
GRAVEL ~ '~:J 0 ~ ~~~ CQ.:
" '''''' -" 'd'o.."'W; I
\ J~,,"
C(\ I
\
REMOTE CONTROL VALVE W1TICHRISTY 10 TAG
PVC SCH. eo NIPPLE;
FlNISH GRADE, COMPACT SOIL
AROUND VALVE BOX TO SAME
DENSITY AS UNDISruRBED SOIL
PVC BALL VALVE
PVC SCH. so TOE NIPPLE
PVC SCH. eo ELL (SOLVENT vno)
3/4- ~ PEA GRAVE4 6- DEPTH MIN.
INSTALL FILTER FABRIC ON BOTTOM
AND SIDES OF GRAVEL
PVC SCH. 80 TOE NIPPLE
MAINUNE FITTING
)
( )
PVC MAINUNE
PVC LATERAL UNE,
USE ELL'S AS REQ'D IMMEDIATELY OUTSIDE
BOX TO TRANSIT10N TO REQUIRED DEPTH
~H) ELECTRIC
CONTROL
VALVE
a
DT
8711J
-,
George F. Young,
Licensed Business *021
ARCHITECTURE - ENGINEERING - ENVIRONMENT AL
LANDSCAPE ARCHITECTURE- PLANNING - SURVEYING
ST. PETERSBURG - TAMPA - BRADENTON -GAINESVILLE
SARASOTA - ~ORTH PALM BEACH
RESPONSIBLE OFFICE: 8621 E Martin Luther King Blvd.
Tampa FL 33610-7305
Tel.: (813) 223-1747 Fax: (813) 229-0657
APPROVED DATE:
D~:
I Sa!="
Inc.
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, \~} '-,
,- . ".", .
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" . '--" "
iUflh,. JulY ~~L
William (. Richfnond,ASLP/
1;10. Lan~76C!1?~Ar.~~' #1556
(.(I,,~ :"i_f;"'\)\\ .'(,.~~
, ~ " .
DESIGNED: WJR
DRAWN: WJR
CH~km.nM
04/2004
1 40
SHEET
IR.2
IR.2
JOB No. 0431-0001-00
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