FL00-05-21
FL 00-05-21
333 Chestnut 8t
Pinellas Co
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LEGEND
F,F,
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SCALE IN FEET
GRAPHIC SCALE
SCALE : 1" == 20'
FINISH FLOOR ELEVATION
FOUND CAPPED IRON ROD
FOUND CONCRETE MONUMENT
FOUND PARKER-KALON NAIL i&
~DEWALK !
RIGHT OF WAY
PLATTED DATA
CONCRETE
RAIL ROAD TIE
CHAIN LINK FENCE
POL YVINYL CHLORIDE PIPE
VITRIFIED CLAY PIPE
REINFORCED CONCRETE PIPE..
POWER POLE
PARKER-KALON NAIL & DISK
CONCRETE MONUMENT
CAPPED IRON ROD
TELEPHONE PEDESTAL
LIGHT POLE
POWER POLE
GUY WIRE W/ ANCHOR
SIGNAL POL~
TRAFFIC SIGNAL BOX
GAS VALVE
SPRINKLER VALVE
STORM MANHOLE
SANITARY SEWER MANHOLE
UTILITY MANHOLE/BOX
CLEAN-OUT
SINGLE POST SIGN
DOUBLE POST SIGN
PARKING METER
FIRE HYDRANT
WATER VALVE
WA TER METER
CAMPHOR TREE
PALM TREE
OAK TREE
ORNAMENTAL PLANT
TRAFFIC TRIP BOX
OVER HEAD WIRE
GAS MAIN
TELEPHONE CABLE
WA TER MAIN
UNDERGROUND ELECTRIC CABLE
UNDERGROUND CABLE
~AINAGE STRUCTURE DETAILS
(QJJ - GRATE INLET
TOP = 34.15'
~ INV,=29,82' 15"RCP
Q231 - CURB INLET
TOP = 33,86'
~NV,=31.14'18"RCP
- STORM MANHOLE
OP = 33.88'
N INV,=30,04' 18"RCP
E, INV,=29.91' 18"RCP
~ INV,=29.96' 18"RCP
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TOP = 34,07'
N INV.=31, 15'
SW INV.=30,68'
~WER STRUCTURE DETAILS
S1 - SANITARY MANHOLE
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N INV,=29,29' 8"VCP
S INV.=29.29' 8"VCP
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- SANITARY MANHOLE
OP = 36,11'
N INV,=32,96' 8"VCP
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@ - SANITARY MANHOLE
TOP = 36,07'
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S INV.=29,79' 10"VCP
W INV,=29.74' 10"VCP
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FL OO-CS-::l1 333C1.v+1
SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST
PINELLAS COQ'NTY, FLORIDA
<_,.,to""
SURVEY NOTES:
1) BEARINGS SHOWN HEREON ARE ASS~MED, HOLDING THE NORTH LINE
OF SUBJECT PROPERTY AS N,~p;qq\qO"E.
2) THIS SURVEY WAS PREPARED\^l,I]'HOUT AN ABSTRACT OF TITLE, THERE
MAY BE ADDITIONAL RESTRICTIQNs'THA T ARE NOT SHOWN ON THIS
SURVEY. THE DESCRIPTION SHOWN WAS SUPPLIED BY CLIENT,
SURVEY WAS COMPLETED IN FIELD 5/28/99,
THIS SURVEY PREPARED UNDER THE RESPONSIBLE CHARGE
STEPHEN M, TATE, PLS 5242
CUM BEY & FAIR, INC,
2463 ENTERPRISE ROAD
CLEARWA TER, FLORIDA 33763
(727) 797-8982
LB 2168
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
UNDERGROUND ENCROACHMENTS, SUCH AS FOUNDATIONS OR UTILITIES
THA T MAY EXIST, HAVE NOT BEEN LOCATED,
THE ACTUAL LOCATIONS OF THE UNDERGROUND UTILITIES SHOWN HAVE
NOT BEEN FIELD VERIFIED.
THE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE X ACCORDING TO THE
FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD RATE MAP 125096
0015 D - CITY OF CLEARWATER- DATED 8/19/91.
9) SUBJECT PROPERTY IS ZONED "I" (INSTITUTIONAL DISTRICT) AND IS SUBJECT
TO THE FOLLOWING MINIMUM DEVELOPMENT STANDARDS AS ADOPTED
JANUARY 21, 1999 AND SHOWN IN THE CITY OF CLEARWATER LAND DEVELOPMENT
REGULATIONS PAGE 2-153:
"GOVERNMENT USES"
MINIMUM LOT AREA-20,OOO SQUARE FEET
MINIMUM LOT WIDTH-100'
MINIMUM FRONT SETBACK-25'
MINIMUM SIDE SETBACK;-10'
MINIMUM REAR SETBACK-20'
MINIMUM HEIGHT-50'
MINIMUM OFF-STREET PARKING-4 PER 1,000 SQUARE FEET OF GROSS FLOOR AREA
10) PARENT BENCH MARK IS FLORIDA DEPARTMENT OF TRANSPORTATION
BM-18, LOCATED IN THE NORTHWEST CORNER OF CHESTNUT STREET AND
ALTERNATE U.S. 19, ELEVATION = 29.393',
11) ON-SITE BENCH MARKS ARE AS FOLLOWS:
FCIR 5/8" LS 2995 - NORTHEAST CORNER OF SUBJECT PROPERTY
ELEVATION = 33,92'
FPKND LS 2995 - NORTHWEST CORNER OF SUBJECT PROPERTY
ELEVATION = 34,97'
12) VERTICAL DATUM IS BASED UPON NGVD 1929.
13) SUBJECT PROPERTY CONTAINS 1.066 ACRES,+/-,
14) SUBJECT PROPERTY CONTAINS 29,008 SQUARE FEET +/- OF IMPERVIOUS AREA,
3)
4)
OF: ~ {/) 60 Zl
FILE COpy
5)
6)
7)
8)
CERTIFICA TION
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"', ,'.,,',./\.;i-t,J -,,,,',
-'. . /iQ';41'~~'; "'!. ';,.:-,
I HEREBY CERTIFY, "A T THIS SURVEY MEETS THE MINI, -M\:,.f(~": . , "
STANDARDS AS SET FORTH BY THE FLORIDA BOARD OFP" , ,
SURVEYORS AND MAPPU<S IN -~HAPT[R 61Q17-'5",~. .,.'~ ""
CODE, PURSUANT TO SECTION 472,027, FLORID,"f"SlMi;J
j:,:,"-:":,l~~- ,:'>_.
FOR CU ,y:,-&"F
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DATE
NOT VALID
A FLORIDA
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NOTES
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LEGAL DESCRIPTION
Lots 1 through 8, MATLACK PLACE, according to the plot' thereof os recorded in Plot Book 6,
page 37, of the Public Records of Pinellos County, Florida,
'~i~FILE COpy
~ 66 oCSZ/
DATE
BY
REVISIONS
PREPARED FOR
PINELLAS COUNTY, FLORIDA
DESIGN & CONSTRUCTION DIVISION
PROJECT
CENTRAL PRODUCTION STUDIOS
521 OAK STREET
PLAN
BOUNDARY & TOPOGRAPHIC SURVEY
PREPARED BY
CUMBEY
CONSULTING
& FAIR, INC.
CIVIL ENGINEERS
ENGINEERING PLANNING
2463 ENTERPRISE ROAD, CLEARWATER, FLORIDA 33763
LAND SURVEYS
(727) 797-8982
SCALE: 1"= 20' DATE: 6/9/1999 DRWN/CHK JDB / SMT
FB/PG PC24/7-25 JOB NO, 306N SHEET 1 OF
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SERV / NG YOU EVERY DA Y
PINELLAS COUNTY GOVERNMENT IS COMMITTED
TO PROGRESS I VE PUBL I C POL I CY, SUPER I OR
PUBLIC SERVICE,.COURTEOUS PUBLIC CONTACT,
JUDICIOUS E THORITY AND
SOUND MANAGE
TO MEET TH
OUR C I T I Z
PLANNiNG & DEVELQ
SERVICES PMENT
CIN OF CLEARWATER
RELATED STANDARDS AND SPECI F ICAT IONS
DOCUMENT DESCRIPTION
0-1 FLOR IDA DEPARTMENT OF TRANSPORT A T I ON "ST ANDARD SPEC I FICA T IONS
FOR ROAD AND BRIDGE CONSTRUCT ION", 1991 AND ALL SUPPLEMENTAL
SPEC I FICA T IONS THERETO.
D-2
STATE OF FLORIDA "MANUAL OF UNI FORM MINI MUM STANDARDS FOR
DES I GN. CONSTRUCT I ON AND MA I NTENANCE FOR STREETS AND HI GHWA YS".
SEPTEMBER, 1990.
D-3
FEDERAL HIGHWAY ADMINISTRATION "MANUAL OF UNIFORMTRAFFIC
CONTROL DEV I CES FOR STREETS AND HIGHWAYS",
D-4
PI NELLAS COUNTY "SPECI F I CAT IONS FOR HOT BI TUMI NOUS MI XTURES.
PLANT METHODS. EQU I PMENT AND CONSTRUCT I ON METHODS".
JUNE. 1997.
NOTE: THE PROV I S IONS OF DOCUMENT 0-4 SHALL SUPERSEDE
CORRESPOND I NG PROV I S IONS OF DOCUMENT D-1.
FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY AND TRAFFIC
DES I GN ST ANDARDS", JANUARY. 1994.
0-6 PINELLAS COUNTY ENGINEERING DEPARTMENT "SPECIFICATIONS FOR
ROAD AND DRA I NAGE CONSTRUCT ION" (FOR CONTRACT CORRESPOND I NG
TO THESE PLANSI.
0-5
0-7 PI NELLAS COUNTY. DEPARTMENT OF PUBLI C WORKS "STANDARD
CONSTRUCTION DETAILS" (AUGUST. 1996l.
ATTENT ION ISO I RECTED TO THE FACT THAT THESE PLANS
MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION.
THIS MUST BE CONS I DERED 'M-lEN OBTAI NI NG SCALED DATA.
DATE
5-26-00
6-13-00
SUMMARY OF REV I S IONS
DESCRIPTION
PRE L I MI NARY DES I GN
SITE PLAN
REV I SED PONDS. SIDEWALK 8c LANDSCAP I NG DES I GNS;
NEW I RR I GA T I ON PLAN
CONSTRUCT I ON DRAWl NGS ADDED
6-19-00
CIlIa .......... ,.-.
UT I L I TY WARNI NG NOTE
~
",
I t's the LaM __..'7
1-800-432-4770
..........tdtClMCllfII,..... 1_
ABOVE GROUNDAND/OR UNDERGROUND UTILITIES MAV BE IN THE AREA OF THIS
PROJ ECT . PROCEED WI TH CAUT I ON . CALL "SUNSHI NE" AND THE UT I L I TY
OIVNERlSl2 \\CRKI NG DAYS I N ADVANCE OF BEGI NNI NG \\CRK ll-BOO.432.41701.
CIVI L
DA T E ~ 6
DESIGN
20 2000
333 ~t~
FL. 00-05'-;1.1
'Yl(,/I..d0 ti'" Cot> ~ cr
PINELLAS
COUNTY
STATE
ENGINEERING
OF FLORIDA
PLANS
OF
PROPOSED
DEPARTMENT
PINELLAS COUNTY
CENTRAL PRODUCTION STUDIO
DREW STREET
# f: C'( (:'
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CLEARWATER
CLEVELAND BLVD.
PROJECT
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CHESTNUT ST. / GULF TO BAY
GULF OF
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RANGE 15 E.
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WA DE - T RIM
ANGELA SPI ELER, P.E.
FLORIDA REGISTERED PROFESSIONAL ENGINEER
PROJ ECT PRODUCT ION TEAM
(CONTACT NAMES)
OWNERS: Pine lias County
Tom Borawski PH. 727-469-6173
I GN: Harvard Jolly Clees T oppe - Architects
onald Lyons PH. 727-896-4611
: Wade- Trim
. PH. 813-882-8366
" ION: Beers
.Evans PH. 727-559-7815
"."Currbey and F air, Inc.
.-
r.\; .~
PROJECT
LOCATION
SHEET NO.
C-l
C-2
C-3
C-4
C-5
C-B
C-7
L-l
L-2
L-3
APPROVED BY:
SUBMI HED BY:
RECOMMENDED FOR
APPROVAL BY:
APPROVED BY:
P. I. D. NO.
KEVSTOItE RD
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I NDEX OF PLANS
SHEET DESCRIPTION
COVER
EXISTING SITE PLAN
DE MOll TI ON SITE PLAN
PROPOSED SITE PLAN
PGD PLAN
PGD DETAI LS
UT I LI TY PLAN
UT I LI TY AND GENERAL DETA I LS
LANDSCAP I NG PLAN
LANDSCAPING DETAILS
TABULAR LANDSCAPE QUANTI TIES
./
DATE
RUDY GARCIA, DIVISION ENGINEER
DATE
JAN R. HERBST, P.E.. DI RECTOR OF ENGI NEERI NG
DATE
J. KEITH WICKS. P.E.. DIRECTOR OF PU8L1C WORKS
DATE
SHEET
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: ~' u...Jl --ltJl--' _ ~o!:!..c. S/W -0- _ V fL L.-.IU ".'" 0 0 - --:. - ,,-!iii}t,:5' 6 ".- /
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\ r' L ~RAM-r f3. 1;- _ _ PLANTER '<or' ;:;1!; -- -- - PLANTER 9.6 I( (" RRT---- I I l~ /'::--- \~:r "--I', ^ f '.. V~u___---
I ~'ll"J . 16.1~1 ;1.;' 38.2 I .1 TR1PLE 10".12".12" \ ~( -\. \..~':""f ,,) ~ I ~ (
A 59"" ~ ~ t6,~ --I 8\PARKINGSPACES II~-=-_)fll \ ~ \
/' 'i',.I / \ '-T~LECOMMUNICATIONS 31.7 I I \ \ -~I .) \ \
~ JUNCTlONBOX I 1 ~-= '-o:::-;~. \
'?fl.-If ll~00~30'11"W 144.35'(C) \ ,I~' "J-'~ CONC.';
y ~ : ~ LOT 1 ~ 1 \ LOT 8 TOP OF BAN ~ ~'~ I,
I "'2 PARKIN PACES ~ I EXISTING '" d, /,~ ~
I ,ASPHALT 1 STORY APPROXIMATE ~ ASPHAL T LO.I- ~ "'J (\ ~
~hi CONC. \1, 0' WOOD Wt~gl~G BL~CK \ BJCrtD Of DOL '13 "" / ~ --- "'/ _. .., 1"'-... \ 2 I 1 "lJ\
91 [~ F.F;2:'~:'l49 ~ 105.5'(PI " \' ~~ ~~ ~A61
ll\ I ~ / I EXISTING BUILDING ~ \ 9PARKING~~CES \ 12,~, !~IS\ ~
I \ wi 8,' // 303 CHESTNUT STREET I,~\ ", : -7! I {w>~~ 1\ I //~
I \ ,/ - <Xl (FACILITIES MAINTENANCE> ~:;e\ ------ I -7, I I 1/1\ .-/ .-/__:'.!Jf:
L . \ ~ r-: J... (8235 SF) '\. a: \ ASPHALT PARKING----' --- ~l;J) I <(; \ {I II --/ -
ILU \ I l')~ ~ ~ LOT 2 ~ u , ' f. ,7 I ,,\ 1 \ I ( ( C.
!~ c\ ' ~;: ;.~ \ _/___>-_~OT ,7",,,,,,,,,,,., ~ if,: 3<(; ~lll \ \\~,(~~NTION
I > ;;! \ V i .I., 14 ~ "" '" I' ^ , .....:::::~
I <( 1[ I " -Is',,", ~ "--
101.0' AlC PAO ,- J$
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~ \ ~!i'1 AlC PAD--.. AlC PAD" ". i" II I I
r-- r l 125' (P) D \' .-1f.. 1 I J (I~ T ~\~
0<( II --- ,J ;-J9 0' 24 4 ~L.--:-::'" 32.3 - ,- 105.5'(P) ";f'~""'3~7 I y\ "'"t I -'1;" 6~6"
"'-CON O. '" . .rA/C PAD- 1 ' ''',\
\ 111Ir:--? /" ~ $/11'';' '" ---.tpARKIN;'" 1 STORY '" ''''s. OP OF BAN~' ~ \ I !,L( 6' CLF
\1~..4 r 1 2''''':6.3n_ ' SPACE 0 WOOD FRAME 0 "" ----~ '1_ L- I
'''''.0' 0 _ N BUILDING ,N "
7.0. 2 STORY ;,. _f5TAIRS F.F. = 36.74 ,
N WOOD FRAME '" == I 32.3' ", LOT 6
'" BUILDING, ~ - '
<Xl F.F. = 38.89 - .....
1_\ \j, A."" - --- CONe. S/W "\. RRT_ 7 PARKIN(N)~:ES \ 1-_-_- \J~ '- I
. I "'"7 30" ~r ~ 1 \ \ \ ICONC.
I 11\ \ ---1 34.4''';' '\ '--, - -e, I \ f\ I
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~ ~@ iJ,f,4 ~HAN~ 11" \// \, 7 PARKING SPAC '-: \ ~
* / ~ ~ 105.5'(PI
I \ / ~ ---- I (\-\ ASPHALT PARKIMr ../ t~ : I l k-..J
GRASS AREA 76.4' 76.4' I~ EX 1ST I NG ;;:, / I "I
64.7' ( GRASS 1~ \ - II
I I \ ~ ~ LOT 4 LOT ___----- ~8j 5 PARKING SPACE \:J// \,\ r ~ %//\\\ 1/ ~ CONC.
: \ 11i:~~ 5PARj0NGSPACES ------6'~R~NGSPAC~5"\' / LOTS',,,, :' ......
I ill /' -- -------- _/-- .t' 9 :>-~ARKING SPACES 1'-1 I ///
I \ ~,,-- ",.'1> _/' Ao~b___ \\ ~/__ (<j RRT____ ",---___~/", G '/ / \ ~
,--_-- 125'(Pl "--f8 -,,- -'flfi.5'~~~' "~,, /
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"X' I N TOP ,I 14 P ARK I NG SPACES TELEPHONE I \
I I ~5~VICE / - l/ \ ,lJ_
I ~ I EXISTING LOT20,MARKLEYADDITINTOCLEARWATER / "" \'r'l ( -
I I II '- 1 ASP HAL T LOT) 9' ,; I ~ \, ~ ~0660~~AME
} ~ ~ \ ,BUILOING
I' 'I I / / -ASPHALT PARKIN , I I \ !!I _; ~
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I \ 2 PARK ING SPACES 12 PARK ING SPACES "I I
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,
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SCALE IN FEET
GRAPHIC SCALE
SCALE: l' - 20'
- FINISH FLOOR ELEVATION
FOUND CAPPED IRON ROD
- FOUND CONCRETE MONUMENT
FOUND PARKER-KALON NAIL & DISK
SIDEWALK
RIGHT OF WAY
- PLATTED DATA
-- CONCRETE
- RAIL ROAD TIE
- CHAIN LINK FENCE
-- POLYVINYL CHLORIDE PIPE
VITRIFIED CLAY PIPE
REINFORCED CONCRETE PIPE
- POWER POLE
- PARKER-KALON NAIL & DISK
-- CONCRETE MONUMENT
- CAPPED IRON ROD
- TELEPHONE PEDESTAL
-- LIGHT POLE
- POWER POLE
-- GUY WIRE WI ANCHOR
-- SIGNAL POLE
- TRAFFIC SIGNAL BOX
-- GAS VALVE
-- SPRINKLER VALVE
-- STORM MANHOLE
-- SANITARY SEWER MANHOLE
- UTILITY MANHOLE/BOX
- CLEAN-OUT
- SINGLE POST SIGN
- DOUBLE POST SIGN
- PARKING METER
- FIRE HYDRANT
- WATER VALVE
- WATER METER
- CAMPHOR TREE
-- PALM TREE
-- OAK TREE
- ORNAMENTAL PLANT
- TREE TO BE REMOVED
- TRAFFIC TRIP BOX
-- OVER HEAD WIRE
- GAS MAIN
- WATER MAIN
- UNDERGROUND ELECTRIC CABLE
-- UNDERGROUND CABLE
DRAINAGE STRUCTURE DETAILS
D1 - GRATE JNLET
TOP = 34.15
NE INV.=29.82' 15HRCP
D2 - CURB I~LET
TOP = 33.86
S INV.=31.14'18HRCP
D3 - STORM ~ANHOLE
TOP = 33.88
N INV.=30.04' 18H~CP
E. INV.=29.91' 18'RCP
S. INV.=29.96' 18HRCP
D4 - CURB I~LET
TOP = 34.07
N INV.=31.15'
SW INV.=30.68'
LEGAL DESCRIPTION
LOTS 1 THROUGH 8, MATLACK PLACE. ACCORDING TO THE PLAT THEROF AS
RECORDED IN PLAT BOOK 6. PAGE 37. OF THE PUBLC RECORDS
OF PINELLAS COUNTY. FLORIDA.
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BY
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PINELLAS COUNTY, FLORIDA
PUBLIC WORKS
ENGINEERING DEPARTMENT
440 COURT STREET
CLEARrATER, FLORIOA 33756
PHONE (727) 464-3251
PINELLAS COUNTY
CENTRAL PRODUCTION STUDIO
WocIe- TrIm
4919 Memorial Highway
Suite 200
Tampa. Florida 33634
(813)882-8366 FAX: 884-5990
C000121
LAND SURVEY DIVISION
22211 U.S. HWY. 19 NORTH
CLEARrATER, FLORIDA 33765-2347
PHONE (727) 464-8904
EXISTING SITE PLAN
SEWER STRUCTURE DETAILS
S1 - SANITARY MANHOLE
TOP = 34.32'
N INV.=29.29' 8HVCP
S INV.=29.29' 8HVCP
E INV.=29.11' 8HVCP
S2 - SANITA~Y MANHOLE
TOP = 36.11
N INV.=32.96' 8"VCP
S INV.=33.10' 8"VCP
S3 - SANITARY MANHOLE
TOP = 36.07'
N INV.=29.76' 10HVCP
S INV.=29.79' 10HVCP
W INV.=29.74' 10HVCP
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SURVEY
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INSTALL 114
AT PROPERTY
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INSTALL 116 LF SILT FENCE
BEHIND SIDEWALK~
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9.6 l~ ~~'" '
REWOVE BURIED p~ ~
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EXISTING BUILDING ~ ~
303 CHESTNUT STREET 14 S'(' 'Y'\
(FACILITIES MAINTENANCE) ...-'! ~~. ~
TREES TO BE RE~ "~~
EXISTING HOUS~ES '" 14~~
TO BE REMOVE
1.01.0' AlCPAO ~6~'~~
AIC PAD ~ AlC PAD-U L.:;,~; ~~
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5.6'
38.2
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CONC. \ 1.0'
1 STORY
WOOD FRAME & BLOCK
BUILDING ,
F.F. = 36.49
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TREES TO BE RE MOVED ~
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~:" 7" 7"
r ~.._.._.._. _.._.._.__.._.._.._..__4 r-__________.2'J_____.__
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ASPHALT LOT
if
046"
"""
1
w
~ PAVT TO BE REMOVED
~ BUILDING DEMOLITION
~ POOL EXCAVATION
LEGAL DESCRIPTION
LOTS 1 THROUGH 8. MATLACK PLACE. ACCORDING TO THE PLAT THEROF AS
RECORDED IN PLAT BOOK 6. PAGE 37. OF THE PUBLC RECORDS
OF PINELLAS COUNTY. FLORIDA.
REVISIONS
,,-
~
~~j
~'ll< ...."'. ~ 2l.'" ~ ~ rii2
~~~ L'\.
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STAKE HAY BALES
AROUND EXISTING
\
10
9
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.-- ~-
4
TELEPHONE
SERVICE
BOX
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REMOVE DRIVEWAY
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RELOCATE POLE
& GUY WIRES
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- REMOVE DRIVEWAY
APRON
RELOCATE POLE
J:dt'" ~6"
, I ~.~ "
~ ""i''' 6 ~6
/ II l6' ClF
~gt
I~ ~INSTALL SILT FENCE
~""V'"
./
./ "'-'3 ,V--CONC. 51 REMOVE DRIVEWAY
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CONC
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WOOD FRAME
BUILDING
L
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./
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TREES TO BE REMOVED
TREE TO BE PROTECTED
LIMITS OF BARACADE
------ S I L T FENCE
BY
OA TE
Wade-TrIm
4919 Memorial Highway
Suite 200
Tampa. Florlda 33634
(813)882-8366 FAX: 884-5990
C000121
PINELLAS COUNTY, FLORIDA
PUBLIC WORKS
ENGINEERING DEPARTMENT
440 COURT STREET
CLEARIATER, FLORIDA 33756
PHONE (727) 464-325/
LAND SURVEY DIVISION
222// V.S. HIY. /9 NORTH
CLEARIATER, FLORIDA 33765-2347
PHONE (727) 464-8904
jO 't r
SCALE IN FEET
GRAPHIC SCALE
SCALE : 1" - 20'
20
I
WEHD
F.F. -- FINISH FLOOR ELEVATION
FCIR -- FOUND CAPPED IRON ROD
FCM -- FOUND CONCRETE MONUMENT
FPKND -- FOUND PARKER-KALON NAIL & DISK
S/W -- SIDEWALK
R/W -- RIGHT OF WAY
(P) -- PLATTED DATA
CONC. -- CONCRETE
RRT -- RAIL ROAD TIE
CLF -- CHAIN LINK FENCE
PVC -- POLYVINYL CHLORIDE PIPE
VCP -- VITRIFIED CLAY PIPE
RCP -- REINFORCED CONCRETE PIPE
~ -- POWER POLE
A -- PARKER-KALON NAIL & DISK
~ -- CONCRETE MONUMENT
() -- CAPPED IRON ROD
~ -- TELEPHONE PEDESTAL
~ - LIGHT POLE
+ -- POWER POLE
~ -- GUY WIRE WI ANCHOR
-0 -- SIGNAL POLE
~ -- TRAFFIC SIGNAL BOX
-- GAS VALVE
-- SPRINKLER VALVE
-- STORM MANHOLE
8 -- UTILITY MANHOLE/BOX
D -- CLEAN-OUT
cr - SINGLE POST SIGN
~ -- DOUBLE POST SIGN
() -- PARKING METER
(l - FIRE HYDRANT
~ -- WATER VALVE
~ -- WATER METER
U -- CAMPHOR TREE
'* -- PALM TREE
o -- OAK TREE
~ -- ORNAMENTAL PLANT
~ -- TREE TO BE REMOVED
CJ - TRAFFIC TRIP BOX
-- OVER HEAD WIRE
-- GAS MAIN
- WATER MAIN
- UNDERGROUND ELECTRIC CABLE
-- UNDERGROUND CABLE
PINELLAS COUNTY
CENTRAL PRODUCTION STUDIO
LAND AL TERATIONITREE PRESERVING NOTES:
1. ALL TREE ROOTS EXISTING WITHIN APPROVED AREAS
AND ORIGINATING FROM PROTECTED TREES. SHALL
BE SEVERED CLEAN AT THE LIMITS OF THE
PRESERVED AREA. PRUNING TECHNIQUES AND EQUIPMENT
SHALL BE CONSISTENT WITH CITY OF CLEARWATER CODE
REQUIREMENTS.
2. ALL TREES THAT REMAIN IN PROXIMITY OF THE
CONSTRUCTION AREA. MUST BE PROTECTED BY
TREE PROTECTION BARRICADES MEETING THE MINIMUM
STANDARDS OF CITY OF CLEARWATER.
TO MINIMIZE SOIL EROSION PROPOSED LAND ALTERATION
ACTIVITIES SHALL NOT UNNECESSARILY REMOVE EXISTING
VEGETATION OR ALTER EXISTING TOPOGRAPHY. ADEQUATE
PROTECTION MEASURES SHALL BE PROVIDED. AS NECESSARY.
TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION
CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED LAND.
3.
4.
ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE
LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE
WITH THE NATIONAL ARBORIST ASSOCIATION (NAAI PRUNING
STANDARDS.
GENERAL NOTES
1 .
ALL CONSTRUCTION WITHIN THE RIGHT-OF-WAY AND EASEMENTS SHALL
CONFORM TO THE METHODS, STANDARDS AND SPECIFICATIONS OF
CITY OF CLEARWATER AND ALL APPLICABLE AGENCIES.
CONTRACTOR TO OBTAIN APPROPRIATE WORK PERMITS PRIOR TO
BEGINNING CONSTRUCTION.
CONTRACTOR TO NOTIFY ALL UTILITIES FORTY-EIGHT (48) HOURS
PRIOR TO DEMOLITION AND/OR EXCAVATION. INCLUDING THE LOCAL GAS
COMPANY IN ACCORDACE WITH F.S. 553.851. CALL uSUNSHINE STATE
ONE CALL SYSTEMu 1-800-432-4770 SO THAT UNDERGROUND UTILITIES
MAY BE FIELD LOCATED.
2.
3.
4.
5.
ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY
COORDINATE WITH THE CITY OF CLEARWATER. GENERAL TELEPHONE.
PEOPLES GAS ETC. FOR THE REMOVAL OR RELOCATION OF ANY OF
THESE FACILITIES.
ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY TO BE RESTORED
TO ORIGINAL STATE OR BETTER.
AND
6.
CONTRACTOR TO CLEAR. GRUB AND REMOVE ALL DEBRIS ON SITE AND
ALL AREAS OF THE RIGHT-OF-WAY AS NECESSARY TO COMPLETE WORK.
CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTITIVE ALL
EXISTING UTILITIES AND APPURTENANCES TO BE REMOVED. I.E. LIGHT
POLES. TREES. SHRUBS. ETC. BEFORE WORK BEGINS.
CONTRACTOR TO VERIFY ALL PLAN DIMENSIONS AND SITE CONDITIONS.
NOTIFY COMPANY REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN
SITE CONDITIONS AND INFORMATION SHOWN ON DRAWINGS PRIOR TO
COMMENCING WORK.
DISPOSE OF ALL UNSUITABLE MATERIALS OFF-SITE. EQUIPMENT TO BE
DISPOSED OF OR MOVED IN ACCORDANCE WITH INSTRUCTIONS OF
COMPANY REPRESENTITIVE.
10, CONTRACTOR/SUBCONTRACTOR WILL BE RESPONSIBLE FOR RESTORING
ANY ITEMS ON SITE OR WITHIN THE RIGHT-OF-WAY WHICH ARE
DAMAGED OR DESTROYED IN THE CONSTRUCTION PROCESS. OTHER
THAN SELECTED FOR DEMOLITION.
7.
8.
9.
11. CONTRACTOR TO PROVIDE TEMPORARY 6' CHAINLINK FENCE AROUND
ENTIRE CONSTRUCTION AREA.
SHEET
DA TE: 6-
,
PID NO. :
DEMOLITION PLAN
SURVEY FILE
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;: CD 303 CHESTNUT STREET
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C:) ... (FACILITIES MAINTENANCE)
. F.F =36.49
....
EXISTING (8235 SF)
DRIVE'A r
EXISTING ZONING I
CONSTRUCT 6" THICK EXISTING LAND USE PINELLAS COUNTY FACILITY MAINTANANCE
CONCRETE DRIVEWAY PROPOSED LAND USE PINELLAS COUNTY VIDEO PRODUCTION STUDIO
SEE DETAILS ~ PROPOSED BUILDING HEIGHT 3D' MAX
PARKING
. = LOT REQUIRED BUILDING SETBACKS PROPOSED SETBACKS
...
REPLACE 110 LF EXISTING SIDEWAL 12.3 CHESNUT ST. 25' 27.2'
PALM AVE. 25'
ACROSS DRIVEWAY WITH 6" 8.9'
MAX .02 CROSS-SLCI'E 5.5' 4.8' OAK AVE. 25' 35.4'
REAR/SOUTH 15 ' 3.4'
231 '
~
CONSTRUCT ADA R.
SEE CITY OF CLEARWATER DETA
REPLACE 122 LF EXISTING SIDE.
MAX .02 CROSS-SLCI'E
CONSTRUCT ". fIDE
ADA RAMP PER CITY OF
CLEARfATER REGULATIONS
37. l'
=
SAI1CUT AND REPLACE 55 LF
OF EXISTING CURB
10'
ROBERS ST.
-
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CONSTRUCT ADA RAW PER
CITY OF CLEARWATER DETAILS
CHESTNUT STREET
~. CONTRACTOR TO NOTIFY ALL UTILITIES FORTY-EIGHT (liB) HOURS
PRIOR TO OEID..ITION AND/OR EXCAVATION, INCLUDING THE LOCAL GAS
COWANY IN ACCORDANCE WITH F.S. 55~.B51. CALL "SUNSHINE STATE
ONE CALL SYSTEM" 1-1JOO-4~2-4770 SO THAT UNDERGROUNO UTILITIES
MAY BE FIELO LOCATED.
II. ALL DISTURBED AREAS WITHIN THE PUBLIC RIGHT-OF-WAY TO BE
RESTORED TO ORIGINAL STATE OR BETTER.
5. ALL CONSTRUCTION MlST CONFORM TO THE MINIMJM STANDARS SET
FORTH IN THE CITY OF CLEARWATER LAND DEVELlPIENT CODE
AND/OR ZONING REGULA TlONS.
6. DISPOSE OF ALL UNSUITABLE MATERIALS OFF-SITE. EOUIPlENT TO BE
DISPOSED OF OR IIJVED IN ACCORDANCE WITH INSTRUCTIONS OF
COWANY REPRESENTATIVE.
SAI1CUT AND REPLACE
2211 LF OF EXISTING SIDE r4LK
EXISTING FOOT TYPE "c" INLET
RAISE TOP TO ~II.50
NE INVERT - 29.B2 EXIST. 15" RIle
I
.t. SIOHALK
10 0
I \
SCALE IN FEET
GRAPHIC SCALE
SCALE: 1'" - 20'
20
I
SITE PLAN NOTES
231 '
1. ALL CONSTRUCTION WITHIN THE RIGHT-OF-WAY AND EASEMENTS SHALL
CONFORM TO THE METHtxJS. STANDARDS AND SPECIFICATIONS OF
THE CITY OF CLEARWATER AND ALL APPLICABLE AGENCIES.
2. CONTRACTOR TO OBTAIN ~/ATE WORK PERMITS PRIOR TO
BEGINNING CONSTRUCTION.
EXISTING
PLANTER
EXISTING
PLANTER
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.
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STATION
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...
..
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6' SIOHALK
CONSTRUCT 215 LF 5' WIDE SIDEWALK
MAX .02 CROSS-SLCI'E
STAY 2' OFF UTILITIES
OWNER WILL GRANT EASEMENTS IF NECESSARY
101.0'
~
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PROPOSED BUILDING
TV PRODUCTION STUDIO
SINGLE STORY
F.F, = 37.10
(22,000 SF)
SITE DATA
REPLACE ~B LF EXISTING SIDE
MAX .02 CROSS-SLCI'E
LEGAL DESCRIPTION
LOTS 1 THROUGH 8. MATLACK PLACE. ACCORDING TO THE PLAT THEROF AS
RECORDED IN PLAT BOOK 6. PAGE 37. OF THE PUBLC RECORDS
OF PINELLAS COUNTY. FLORIDA.
REVISIONS
BY
Wade-TrIm
4919 MemorIal HIghway
Suite 200
Tampa. Florida 33634
(813)882-8366 FAX: 884-5990
C000121
DA TE
EXISTING PARKING
GROSS SITE
BUILDING/FLOOR
F. A. R.
I.S.R.
PAVING AND SIDEWALK
OPEN AREAS
~
46.411
10.000
.22
.63
19.209
17.202
REQUIRED
PROPOSED.
46.411 SF
30,235 SF
.65
.76
4.864
11 .312
.65
.86
LOT COVERAGES
LANDSCAPE/OPEN SPACE
PROPOSED + EXISTING BUILDING
PAVING & SIDEWALK
TOTAL AREA
= 11.312/46.411 24%
= 30.235/46,411 65%
= 4.864/46.411 10%
= 46.411 100%
PARKING:
EXISTING PARKING SPACES 52
REQUIRED PARKING SPACES 50
PROPOSED PARKING SPACES 4
ASPHALT, 12 GRASS
+ 2 EXISTING ASPHALT TO
PINELLAS COUNTY. FLORIDA
PUBLIC WDRKS
ENGINEERING DEPARTMENT
440 COURT STREET
CLEARrATER. FLORIOA 33756
PHONE (727) 464-3251
DA TE:
PINELLAS COUNTY
CENTRAL PRODUCTION STUDIO
LAND SURVEY DIVISION
22211 U.S. Hry. 19 NORTH
CLEARrATER, FLORIDA 33765-2347
PHONE (727) 464-8904
SITE PLAN
PID NO.:
SURVEY FILE
SHEET C - 3
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35
EXISTIN TYPE 'C' INLET
OP TO 34.5f/J
NE INVERT = 29.82 EXIST. 15' RCP
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303 CHESTNUT STREET
(FACILITIES ~INTENANCE)
F.F = 36.49
(8235 SF)
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101.0'
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PROPOSED BUILDING
TV PRODUCTION STUDIO
SINGLE STORY
F.F, = 37.10
(22.000 SF)
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37.0 PROPOSED GRADE
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LEGAL DESCRIPTION
LOTS 1 THROUGH 8. MATLACK PLACE. ACCORDING TO THE PLAT THEROF AS
RECORDED IN PLAT BOOK 6. PAGE 37. OF THE PUBLC RECORDS
OF PINELLAS COUNTY. FLORIDA.
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PINELLAS COUNTY, FLORIDA
PUBLIC WORKS
ENGINEERING DEPARTMENT
440 COURT STREET
CL EA RIA TER. FLORIDA 33756
PHONE (727) 464-3251
BY
OA TE
REVISIONS
Wade-TrIm
4919 MemorTal HIghway
Suite 200
Tampa. Florida 33634
(813)882-8366 FAX: 884-5990
C000121
-----_._.~-_..~_..
I. ALL CONSTRUCTION SHALL CONFORM TO THE METHODS. STANDARDS AND
SPECIFICATIONS OF THE CITY OF CLEARWATER AND ALL APPLICABLE AGENCIES.
<;t
PAVING. GRADING a DRAINAGE NOTES
~
20 10 0 20
I 'I I
SCALE IN FEET
GRAPHIC SCALE
SCALE: 1v = 20/
2. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR WORK ON SITE AND
IN THE RIGHT-OF-WAYS PRIOR TO BEGINNING CONSTRUCTION.
3. CONTRACTOR TO NOTIFY ALL UTILITIES FORTY-EIGHT (48) HOURS PRIOR TO
DEMOLITION AND/OR EXCAVATION. INCLUDING THE LOCAL GAS COMPANY IN
ACCORDANCE WITH F.S. 553.851. CALL "SUNSHINE STATE ONE CALL SYSTEM"
1-800-432-4770 SO THAT UNDERGROUND UTILITIES MAY BE FIELD LOCATED.
ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY AND
COORDINATE WITH THE CITY. FLORIDA POWER. GENERAL TELEPHONE.
CLEARWATER. ETC. FOR THE REMOVAL OR RELOCATION OF ANY OF THESE
FACILITIES.
ALL SOIL EXCAVATION. BACKFIL. AND USAGE TO BE DONE UNDER THE
RECOMMENDATIONS OF A CERTIFIED SOIL TESTING LABORATORY.
6.
ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR UTILITY AND
IRRIGATION CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT
CONSTRUCTION.
7.
THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING. OR SHORING
NECESSARY TO CONSTRUCT AND PROTECT ANY EXCAVATION AGAINST
COLLAPSING. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS BEING LAID.
DEWATERING SHALL BE PROVIDED WHERE NECESSARY. PIPE WILL BE ON
DRY UNDISTURBED SOIL. WET UNSUITABLE MATERIAL WILL BE REPLACED
WITH COMPACTED SELECT BACKFILL MATERIAL. THE CONTRACTOR SHALL
COMPLY WITH ALL REQUIREMENTS OF THE TRENCH SAFETY ACT CHAPTER
90-96 (DS/SB 2626) OF THE FLORIDA STATUTES FOR ALL EXCAVATION TO A
DEPTH IN EXCESS OF FIVE (5) FEET.
,
..,
6' elF
~
8. CONTRACTOR TO MAKE FIELD ADJUSTMENT. AS NECESSARY. WITH THE
APPROVAL OF THE OWNER. ARCHITECT. ENGINEER AND MUNICIPAILTY
WHEN REQUIRED.
:;!
\:;\ ill
9. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM
OF 1983; MEAN SEA LEVEL. 0.00.
~
10. PROTECTION OF EXISITNG STORM SEWER SYSTEMS. DURING CONSTRUCTION,
ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE
PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES. SOD. STONE. ETC..
WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY THE CONSTRUCTION
PROCESS (SEE FOOT INDEX NO. 102)
r"t'
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1 I. SEDIMENT TRAPPING MEASURES. SEDIMENT BASINS AND TRAP, PERIMETER BERMS.
FILTER FENCES. BERM SEDIMENT BARRIERS. VEGITATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES. MUST BE
INSTALLED. CONSTRUCTED OR IN THE CASE OF VEGITATIVE BUFFERS. PROTECTED
DISTURBANCE. AS A FIRST STEP IN THE LAND ALTERATION PROCESS.
12. MAINTENANCE. ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL. AND WILL BE CLEANED OUT AND/OR
REPAIRED AS REQUIRED.
13. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION
TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO
WETLANDS AND CHANNEL AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL RESTORATION EFFORTS THAT MAY BE REQUIRED.
14. CONTRACTOR TO VERIFY ALL PLAN DIMENSIONS AND SITE CONDITIONS, NOTIFY
COMPANY REPRESENTATIVE TO ANY DISCREPANCIES BETWEEN SITE CONDITIONS AND
INFORMATION SHOWN OON DRAWINGS PRIOR TO COMMENCING WORK.
15. ALL CONCRETE TO HAVE A MINIMUM STRENGTH OF 3000 PSI WITHIN 28 DAYS.
16. GRADES NOT TO EXCEED 4.1 RATIO WITHOUT NOTIFICATION AND APPROVAL OF
OWNER AND ARCHITECT/ENGINEER.
17. ALL ROOF RUNOFF SHALL BE ROUTED TO ONSITE TREATMENT POND.
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OA TE:
LAND SURVEY DIVISION
222/1 U. S. HIY. 19 NORTH
CLEARIATER, FLORIDA 33765-2347
PHONE (727) 464-8904
PINELLAS COUNTY
CENTRAL PRODUCTION STUDIO
PAVING GRADING &
DRAINAGE PLAN
PID NO.:
W
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SURVEY
SHEET C-4
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PER FOJ'lJ:':
INDEX 17355 :-
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INDEX 17355
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PROPOSED
FINISHED --,
GRADE
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#3 Bar
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#3 Bar
Typioal
TYPE C
CITY OF CLEARWATER. FLORIDA
ENGINEERING DEPARTMEN
~.. lA~
....... Br WHEEL STOPS ..... Ill.
G.L.B. RE INFORCED CONCRETE 120
REV. DATE
DESCRIPTION
~P.
R. . .
111'1
METAL SIGN (TYP.)
WHITE ON BLUE BACKGROUN[
-"-"
-A-
>~" WHITE REFLECTIVE
PAVEMENT MARKINGS
... 6<f 6" BLUE
-~AVEMENT MARKINGS
2" GAp.. -
~ ~-- ---HANDICAP SYMBOL
WHITE
3' X 3' SQUARE
~ 12' FT ~5' F~ 12' FT ~
SPACE AISL · SPACE
REV. DATE
CITY OF CLEARWATER. FLORIDA
ENGINEERING OEPARTMEN
....... .r v.,.
....... BY HANDICAP ..... Ill.
PARKING SPACES
STANDARDS I 11'1
DESCRIPTION
~P.
VARIES
--*----*--
.
.
-
.
.
'" .
"-- - 3.GOO PSI CONCRETE
o 28 DAYS
SIDEWALK SECTION DETAIL
NTS
LEGAl DESCRIPTION
LOTS 1 THROUGH 8. MATLACK PLACE. ACCORDING TO THE PLAT THEROF AS
RECORDED IN PLAT BOOK 6. PAGE 37. OF THE PUBLC RECORDS
OF PINELLAS COUNTY. FLORIDA.
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REVISIONS
BY
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LANDSCAPED
'\
PROPOSED '\
BUILDING '\
~
~
~ ,.~~.
DA TE
Wade-Trim
4919 MemorIal Highway
SuIte 200
Tampa. Florida 33634
(813)882-8366 FAX: 884-5990
C000121
PINELLAS COUNTY, FLORIDA
PUBLIC WORKS
ENGINEERING DEPARTMENT
440 COURT STREET
CLEARWATER. FLORIOA 33758
PHONE (727) 484-3251
LAND SURVEY DIVISION
22211 U.S. HfY. 19 NORTH
CLEARWATER, FLORIOA 33785-2347
PHONE (727) 484-8904
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\". ."
PID No.:f<\" ~
, &:~~_~.~;",,~l'fi,' ~'>" ,\' ....., f.; ?
SURVEY FILE NO. ::S'uRVEY_NO. "
'~' ,'1(:,'
"i~,:~W. ,'. '"''
- 4" Drop at All Drives
_40 Drop at AI I Drives
2"R
5" 1"
H '6" 2"
:;:: V 1 -1/2 "Y Wear I ng Surface --=- r 3 "R ~
~:; jl><f ::: ~b.4 ~ ~
~ g I ,.~ - ~ --L '" ::: > . b. \/ ~ L I I
'0'- 'i-b.4 N I~ -- .1.1
8 t ;;> ~ b. ~ ~ ~ P' <\ P ~3/4"R--Yl
erO ~ .... ~
~ lL , ~ Base '/.V//W 4 P' 4 ~ 4 <I
::: ~ ;( P' <I ' I,
~ ~ !.< ? 6" 24" I I
~ /Y //~ 4 4 COI1l>acted)\ Corrpacted
~ I Subgrade /'\./"'.....(0...../ ...../ "'....." "'....." /....../ /,;,~ Subgrade
/~ 6" 7" ~A "~"~,,,,-<f.,.,,,"f.,.,"''f~''7~~'0:.7'>.V'>.V'>.V'>.
,,'\ . '>';: "<>> "<>> ~~ ""-X ' . , , , /}/~V~V~Vh
~ .d\.~>>/)'l/.y/,>,>. ' ~~,"0
~/AY/AY/).Y/~~7 NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS. THE CROSS SLOPE
OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE
ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL
BE 60, UNLESS OTHERWISE SHOWN ON PLANS.
:::
N
....
'I
r-
Wearing
Surface
Base
STRAIGHT CURB
TYPE I CURB
3'
.
'"
,
I ~ Back of Curb
~/~
/l'-.::
NOTES:
1. THERE SHALL BE A 1/2" SEAL JOINT BETWEEN
BACK OF CURB AND DRIVEWAY.
2. CONCRETE IN CURBS SHALL BE 3000 PSI.
Construction Symmetrical
About Drlv~way C
Face oU
Curb
>.i.
N
....
Wearing
Surface
.....
~
3'
CITY OF CLEARWATER. FLORIDA
ENGINEERING DEPARTMEN
REORA" .r OAT<
Novo - - 2/91
CIlE.... or I T I" I CAL CUtU! t:KOSS I"" RD.
W.J.S. SECTIONS lOt
1 OF 2
TRANSITION AT DRIVES
~
REV.. DATE
DESCRIPTION
.....
'i\~
AREA
24,5'
DRY POND
6'
4'
LANDSCAPED AREA
SIDEWALK
":"
lW;_
v"\r ""-"~ ~(
son !.J
\1 DHW - 34.50
~
j:-~
!'l11:1 I
I
,
,
I
4:1 SLOPE
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24"
I- -I
iOO--C ~
:~-'r
'SZ SHW
SECTION A-A'
POND DETAIL
NTS
POWER
CONDUITS
3rnJ
w
36"
TELE.
CONDUITS
Ci.
19' PARKING
I
I
,
I
40' ORNE AISLE
19' PARKING
'W '>IF '>IF w w (rl
NA TURAL GRADE
slope
..
r CONC. WHEEL STOP
REF SHT 5/05
( ( NA TURAL GRADE
-". .,J, _". ..Jb """
slope
..
~~
'{Z~ ~
~~
~
~
~/,
-/~ STABIUZED, SUB-BASE, TYPE B (MIN. LBR 40)
CONCRETE
f! JOOO PSI CONCRETE
-
W/ -10 6x6 WELDED WIRE
PAVEMENT SECTION
NTS
PINELLAS COUNTY
CENTRAL PRODUCTION STUDIO
PAVING~ GRADING
DRAINAGE
AND
DETAILS
SHEET
CHESTNUT
STREET
:,',
'1~
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SCALE IN FEET
GRAPHIC SCALE
SCALE I l' - 20'
20
I
S3-SANITARY MANHOLE
TOP 3S.07'
N INV.=29.7S' 10. VCP
S INV.=29.79' 10. VCP
f INV.=29,74' 10. VCP
CONNECT TO EXIST
S.S. MANHOLE' 29.80
ROBERS S
10- YCP
3/4. COMPOUND METER I
8ACKFLOf PREVETION ASSEMBL Y
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LEGAL DESCRIPTION
LOTS 1 THROUGH 8. MATLACK PLACE. ACCORDING TO THE PLAT THEROF AS
RECORDED IN PLAT BOOK 6. PAGE 37. OF THE PUBLC RECORDS
OF PINELLAS COUNTY. FLORIDA.
'<t
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REVISIONS
BY
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W
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t"'ll II
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CHESTNUT STREET
Sl- SANITARY MANHOLE
TOP=34.32'
N INY.=29.29 8- YCP
S INY,=29.29 8- YCP
E INY.=29.11 8- yep
231'
4' SIOEfALK
EXISTINC
PLANTER
EXISTING
PLANTER
N
-
CD
.
an
('I)
-
0)
.
.....
0)
EXISTING
PARKING
O.
-
~
EXISTING BUILDING .
.. - =
...
;: ClI>> 303 CHESTNUT STREET
~ .
.....
... (FACILITIES ~INTENANCE)
- F.F = 36,49
...
EXISTING (8235 SF)
ORIVE'A Y
..
...
""
...
~
..,
'"
-
'"
G' SIOE'ALK
12.0
'0'.0'
37. l'
CD
.
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,
..
...
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...
....
:::
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-
C) 52 LF S- PYC
~ SRD 2S . 11
C.O. INY.=30.32
-
'"
PROPOSED BUILDING
TV PRODUCTION STUDIO
SINGLE STORY
F.F. = 37.10
(22.000 SF)
..
...
;:
~
'9
'9
14.9'
-
...
TEMP PLUG
5.5'
4,8'
.
c
-
231 '
1. S. SCH 40 PVC fA TER LINE
l3S. MIN COVER)
CD
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S.X2D TAPPING VAVE AND SLEEVE
EXISTING PARKING
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S2- SANITARY MANHOLE
TOP=36.11'
N INY.=32.9S 8- YCP
S INY.=33.10 8u YCP
Wade-TrIm
4919 Memorial Highway
Suite 200
Tampa. FlorIda 33634
(813)882-8366 FAX: 884-5990
C000121
PINELLAS COUNTY, FLORIDA
PUBLIC WDRKS
ENGINEERING DEPARTMENT
440 COURT STREET
CLEAR'A TER. FLORIOA 33758
PHONE (727) 484-3251
CONSTRUCTION NOTES
/. ALL CONSTRUCTION WITHIN THE RIGHT-OF-WAY AND EASEMENTS SHALL CONFORM TO THE METHODS,
STANDARDS AND SPECIFICATIONS OF THE CITY OF CLEARWATER.
8M YCP
2. CONTRACTOR TO NOTIFY ALL UTILITIES FORTY EIGHT (48) HOURS PRIOR TO DEMOLITION
AND/OR EXCAVATION, INCLUDING THE LOCAL, GAS COWANY IN ACCORDANCE WITH F,S. 553.851.
CALL -SUNSHINE" 1-800-432-4770 SO THAT UNDERGROUND UTILITIES MAY BE FIELD LOCATED.
3. THE CONTRACTOR SHALL PROVIDE ALL BRACING. SHEETING OR SHORING NECESSARY TO
CONSTRUCT AND PROTECT AND EXCAVATION AGAINST COLLAPSING. TRENCHES SHALL BE KEPT
DRY WHILE PIPE IS BEING LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY.
PIPE WILL BE ON DRY UNDISTURBED SOIL. WET UNSUITABLE MATERIAL WILL BE REPLACED WITH COWACTED
SELECT BACKFILL MATERIAL.
4. ALL DISTURBED AREAS WITHIN THE PUBLIC RIGHT-OF-WAY. PROPERTY AREAS. AND EASEMENTS
ARE TO BE RESTORED TO ORIGINAL STATE OR BETTER.
5, ALL CONCRETE SHALL HAVE A COWRESSIVE STRENGTH OF AT LEAST 3.000 PSI IN 28 DAYS.
6. CONTRACTOR TO MAKE FIELD ADJUSTMENTS. IF NECESSARY. WITH THE APPROVAL OF THE OWNER OR
ARCHI TECT /ENGINEER.
7. EXCAVATION SHALL CONFORM TO THE REQUIREMENTS OF THE TRENCH SAFETY ACT. F.S. (90-96,
LAWS OF FLORIDA) AND THE OCCUPATIONAL SAFETY AND HEAL TH ADMINISTRATION EXCAVATION
SAFETY STANDARDS 29 C,F.R. 1926.
8. ALL BACKFILL OVER ANY PIPE (STORM. SEWER, WATERLINE, SANITARYJ THAT IS TO BE INSTALLED
UNDER PAVEMENT, IN EASEMENTS OR RIGHT-OF-WAY AND ON SITE IS TO BE COWACTED PER DEPARTMENT
OF TRANSPORTATION SPECIFICATIONS. SECT. 125-8.3. /994 EDITION.
9. CONTRACTOR TO VERIFY ALL PLAIN DIMENSIONS AND SITE CONDITIONS. NOTIFY OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN SITE CONDITIONS AND INFORMATION SHOWN
ON DRAWINGS PRIOR TO COMJENCING WORK.
10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF FOOT STANDARDS
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDITION.
WATER MAIN TIE-IN NOTES
/. ALL PIPE SHALL BE CUT AND PARTIALL Y ASSEMBLED PRIOR TO CITY AUTHORIZING SHUTDOWN
OF EXISTING MAIN FOR TIE-IN,
2, SHUTDOWN PERIOD SHALL NOT EXCEED THREE (3) HOURS,
3. CONTRACTOR SHALL NOTIFY ALL CITY CUSTOMERS EFFECTED BY SHUTDOWN.
4. CONTRACTOR SHALL SWAB NEW PIPE AND FITTINGS WITH CHLORINE SOLUTION. AS DIRECTED. PRIOR TO
CLOSING TIE-IN.
SANITARY SEWER CONSTRUCTION
/. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING NECESSARY TO CONSTRUCT
AND PROTECT THE EXCAVATION AGAINST COLLAPSING. TRENCHES SHALL BE KEPT DRY WHILE PIPE
IS BEING LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY.
2. SEWER PIPE SHALL BE INSTALLED WITH A MINII.fJM OF 36" OF COVER.
3. PIPE WILL BE LAID ON DRY UNDISTURBED SOIL. WET UNSUITABLE MATERIAL WILL BE REPLACED
WITH COWACTED SELECT BACKFILL MATERIAL.
4, BACKFILL MATERIAL WILL BE SOLIDLY TAWED AROUND THE PIPES IN 6"LAYERS UP TO A LEVEL
AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED. BACKFILL WILL BE
COWACTED TO 986 OF MAXII.fJM DENSITY TO THE PROPOSED PAVEMENT.
5. ALL BE PVC- ASTM 03034. SDR 35 OR SDR 26. PIPE AND FITTINGS SHALL MEET THE
REQUIREMENTS OF ASTM 03043,
WATER CONSTRUCTION NOTES
I. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAIN SHALL BE LAID TO PROVIDE
A MINII.fJM VERTICAL DISTANCE OF /8 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN,
OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS. FORCE MAINS AND STORM SEWERS
I.fJST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE
WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT ...',
REOUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED), SUFFICIENT LENGTH.S>
OF DIP I.fJST BE USED TO PROVIDE A MINII.fJM SEPARATION OF TEN FEET BETWEEN ANY TWO JOINTS. ~l.iJ:\':(i
JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING I.fJST BE LEAK ';Q:J~~i~~'r~
'>. C,) \; "f _"~ "
HESS
STATION
PARKING
LOT
DA TE:
LAND SURVEY DIVISIDN
22211 iI.S. HWY. 19 NORTH
CLEAR'ATER, FLORIOA 337B5-2347
PHONE (727) 484-8904
PINELLAS COUNTY
CENTRAL PRODUCTION STUDIO
UTILITY PLAN
PID NO.:
SURVEY FILE
SHEET C - 6
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Topped FI~ i
Ball val~;j~
-...):
90~ Bras I I
Flow
"
o ''Y''''\'~ 11
00 ,,,,,,,,.~~
.. ""'-
Bross Nipples 2" Backflow I Topped Flange
I (Typ. ) / Preventer ;~ ""'- Ba II Va I ve
... y n 111.-
BYPASS DETAIL
J
90~
Bross Ell
Approved Backflow
~prevente,*
Plate Strainer Resilient Seat
r /OS 8. Y Volve
o::::::? / Flanged Tee
~ ...A -~ =$ ~ /Flanged 90~
~ I~ '0 0 ~ ....,.,.-unlflange
Meter ( . $::$'
12" ....,.,.- O. I. Pipe
,I, l h.:\ ,11
Resilient S~
OS & Y Valve ~
'c:: :::>
Flanged T~ ~
Flanged 90~ ~~::
~oo
~
Flow
,/
E
Bend
.\,
Supports
-- M.J. 90~ Bend
M.J. 90~ ~
J
TYPICAL COMPOUND WATER METER SET
n.t.s.
NOTE:
1.0 S & Y Valve Handles will be Chained and Locked.
2. Meter Sets wll I be Pointed After Instal lotion.
3. Bypass Pipe & Fittings Sholl be Threaded Bross.
....
'ATE
DESCRIPTION
CITY OF CLEARWATER. FLORIOA
ENGINEERING DEPARTMEN
"'"1lJ" ., TYP I CAL COMPOUNO ~794
....,...,-.. WATER METER SET J~l'-'"
90 R.lSE 40li
tn. 3.4 and 6 MODE S 311'5
~APPROVED R.P. DEVICES
Hersey-Beeco Model 6CM
Ames 5000 SS
Watts Model 909 or 009
Conbraco 40200
.-.
...-
<i5
...-
~
.-.
LEGAL DESCRIPTION
LOTS 1 THROUGH 8. MATLACK PLACE. ACCORDTHINEGpTUOBLTCHE PLAT THEROF AS
RECORDED IN PLAT BOOK 6. PAGE 37. OF RECORDS
OF PINELLAS COUNTY. FLORIDA.
IS>
N
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REVISIONS
SLOPE UP TQ P
1/8 " PER FOOT MIN.
ROTATE BENO
AS REQUIRED
LAY ON
UNDISTURBED SOIL
r""
SANITARY V
SEWER MAIN
~t "
r../
r../
SAN IT ARY
SEWER MAIN~ "
~t
r-"
2Mx2" St
2' tn +he or
1. Single row of Strawbales or SI It Fence to be placed prior to the start of rough grading.
2. MAINTENANCE: All erosion and sl Itratlon control devloes sholl be cheoked r-"M1~ -1:--.. t
especially after each rainfall and wi II be cleaned out ond/o ~ri
____ LAKE~ ~11,.... .... -C I' ~ '~
. ~ ~ I I ,I ~
~ I I ,I ~ ~
......~;rl'i '''Ii;;'' ~ ~
~ ~ ~~ ~
~
~--
~ ROTATE BENDS AS REQUIRED
! WYE BRANCH (NO TEE
CONFIGURED FITTINGS)
LED SILT FENCE NOTES:
~
ALTERNATE:
ADDITIONAL RISER AND BEND
WHERE GREATER SEWER DEPTH
~3-
/,,?f
/')::':/'
/'" /'/' MIN. 6" PVC PIPE(SDR 35)
/.
--......
~'+ \
~(~+'~
SLOPE UP TQ P
1/8 " PER FOOT MIN.
'f'I..~
'"
I CLEANOUT ON EACH BRANCH
~ MAKE SERV I CE
, / CONNECTION AT
I",,-/- RIW LINE
6" MIN. SERVICE LINE 1.( _" _ , ' _ ' , _
SCOTCHMARK J:".... ~
BALL MARKER ~~
DOUBLE SERVIC 18" MAX.
RIW OR EASEMENT LINE
ADJACENT
HOME
.-..-..-..-
6" MIN. SERVICE LINE ,
SCOTCH MARK ~
BALLMARKER
It
"- CLEANOUT
SINGLJ:' Si=RVIC
18" MAX.
NOTE:
1. SERVICE LATERIALS SHALL TERMINATE INSIDE PROPERTY LINE AT
A DEPTH OF 3 FEET WITH CLEANOUT AND MARKED WITH A 2"X4"
TREATED STAKE AND GREEN SCOTCHMARK ELECTRONIC BALL MARKER.
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
_IN'"
DArE
~APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model No. 2
Ames 2000 SS
Watts Model 109 or 001
Conbraoo 40100
CHECKED IY
INDEX IIJ.
REV. PATE
DESCRIPTION
II'
tn. I
BY
DA TE
Wade-TrIm
4919 Memorial Highway
Suite 200
Tampa. Florida 33634
(813)882-8366 FAX: 884-5990
C000121
PINELLAS COUNTY, FLORIDA
PUBLIC WORKS
ENGINEERING DEPARTMENT
440 COURT STREET
CLEARWATER, FLORIOA 33756
PHONE (727) 464-3251
PINELLAS COUNTY
CENTRAL PRODUCTION STUDIO
LAND SURVEY DIVISION
22211 U.S. HIY. 19 NORTH
CLEARWATER, FLORIOA 33765-2347
PHONE (727) 464-8904
>~""<\;
P ID_~'~
\ 'i. it.: ~':,~
NO. : SURVEY~'~f)(,
. ~';:r,').
cr, ", ','
WI,.. Tie
---
--=
\
: ",......-- Pr_lec:I SI It FL
/ or Strcnobolea (optIonal) "'"
STRAWBALE SILT BARRIER
PROPOSED
FOOTPRINT
OF HOME
ADJACENT
HOME
~owl ,,, ~ w. ~ ~
,-f Slit Stop T T L..:!.-~
P,,",- r- ~ ~ ~ ~ ~
{'B_flll ~ ~
~; -~~~~~
~ ~ ~~ y
I
~ PROPERTY LINE
~'~
~-
Evenly spread straw
-from aproxl mate I y
/~-S etrowbalea
-ful' wIdth of R/W
(usually 15 feet)
RECOlAloAENDED
TOE-IN
PREASSEMBLED SILT FENCE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AOMINISTRATION
ENGINEERING
-.;.......'~A.... V ..nUl' DATE
z/1I1A
,U~IIl.
'-- CURB & GUTTER
...._ BY
P1I>
CtECUD IV
III
"". DE$~.v
c~n "'~"T
111'1
~ClTY STREE~
REY. OAt!
DESCftlPTIGN
.,~
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}'\~_\,
DA TE:
6-20-2000'
-",~~<,::,J,/~;
UTILITY AND GENERAL
DETAILS
PID NO.:
SURVEY FILE
SHEET
C-7
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(231) Trachelospermum aslatlcum
I Gallon, Space at 18" O.c,
eXlstlng camphor to
be preserved
(tnple 10" ,12" ,12" )
(231) Trachelospermum aslatlcum
I Gallon, Space at 18" O.c.
(7) Lagerstroemla Indica
5'-8' hIgh, 4" col mIn.
(54) Rhododendron "Formosa"
3 gallon container
18{]
(3) Lagerstroemla Indica
5'-8' high, 4" cal min.
(13) Viburnum obovatum
3 gallon contaIner
(I) Quercus vlrglnlano
65 gallon container
4" col. min.
ROBERS ST.
(I) Quercus vlrglnlana
65 gallon container
4" cal min.
(17) Viburnum obovatum
3 gallon contaIner
(2) Lagerstroemla Indica
5'-8' high, 4" cal mln,
(437) Dletes vegeta
~' I Gallon, Space 18' O.c.
~6"
(9) Viburnum obovatum
3 gallon container
CHESTNUT STREET
~ ~t..... s" ~ ~"'*_
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EXISTING BUILDING
303 CHESTNUT STREET
(FACILITIES ~INTENANCE)
F.F = J6.49
(82J5 SF)
(27) Rhapls excelsa
3 gallon container
space at 3' O.C.
River Rock Mulch (Typical)
River Rock Mulch (TypIcal>
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PROPOSED BUILDING
TV PRODUCTION STUDIO
SINGLE STORY
F.F. = 97.10
(22,000 SF)
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PARKING
LOT
(20) Viburnum obovatum
3 gallon container
(7) Viburnum obovatum
3 gallon container
(20) Viburnum odoratlsslmum
3 gallon container
9"
12@
8
46" E X 1ST I N G PAR KIN G
(),INSTALL WANE FEEDER SYSTEM FOR
EXISTING 46" OAK TO REMAIN
(9) Viburnum odoratlsslmum
3 gallon container
SPECIAL NOTES:
1. THE CONTRACTOR SHALL INCLUDE lN HIS BID PRICE THE COST FOR MULCH. PLANTING SOIL.
AMENDMENTS AND ALL OTHER PLANTING PREPARATION FOR THE LANDSCAPE DEVELOPMENT AS
DETAILED ON THIS PLAN.
2. THE IRRIGATION SYSTEM IS TO BE COORDINATED WITH THE LANDSCAPE PLANTING SCHEDULE.
IN NO CASE SHALL THE PLANT MATERIAL BE INSTALLED WITHOUT 100 PERCENT COVERAGE
IRRIGATION SYSTEM. PROPOSED IRRIGATION SYSTEM SHALL BE INSTALLED WITH A BACKFLOW
PREVENTOR AND A RAIN SENSOR/SHUT OFF AS REQUIRED BY CITY OF CLEARWATER LAND
DEVELOPMENT REGULATIONS.
LEGAL DESCRIPTION
LOTS 1 THROUGH 8. MATLACK PLACE. ACCORDING TO THE PLAT THEROF AS
RECORDED IN PLAT BOOK 6. PAGE 37. OF THE PUBLC RECORDS
OF PINELLAS COUNTY. FLORIDA.
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BY
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PINELLAS COUNTY, FLORIDA
PUBLIC WORKS
ENGINEERING DEPARTMENT
440 COURT STREET
CLEARIATER, FLORIOA 33758
PHONE (727) 484-3251
PINELLAS COUNTY
CENTRAL PRODUCTION STUDIO
LANDSCAPE PLAN
PID NO.:
PID_NO.
Wade-TrIm
4919 Memorial Highway
Suite 200
Tampa. Florida 33634
(813)882-8366 FAX: 884-5990
C000121
LAND SURVEY DIVISION
22211 U.S. HIY. 19 NORTH
CLEARIATER, FLORIOA 33785-2347
PHONE (727) 484-8904
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plontmg pIon
scole 1": 20'-12)"
(76) Spartlna bakerll
I Gallon, Space 18" O.c.
GENERAL PLANTING NOTES
(3) Acoelorrhaphe wrlghtll
10' + high, Multi-stem 3-5
stems per clump
1. ALL PLANTINGS AND PLANT BEDS ARE TO RECEIVE THREE INCHES
OF RIVER ROCK MULCH 1-1/2" DIAMETER AVERAGE. USE WEED BARRIER BELOW MULCH
2. CONTRACTOR SHALL PROV DE A PLANT MIX CONSISTING OF 50% EXISTING SOIL.30%
SANDY LOAM TOPSOIL,AND 20% COM POST AT ALL PLANTING LOCA TIONS.
THE PLAN TING MIX W ILL BE REQU IRED TO MEET TOPSOIL REQU IREM EN TS PER
SPECIFICA TIONS.IF ANY DISAGREEMENT TAKES PLACE BETW EEN THE ENGINEER AND
THE CONTRACTOR.THE ENGINEER SHALL BE ALLOW ED TWO WEEKS TO OBTAIN
ANY AND ALL REQU IRED SOIL TEST RESULTS TO DETERM INE SPECIFICA TION
COM PLIANCE. NO PLANTS SHALL BE PLANTED PRIOR TO ENG INEER APPROV AL OF SOIL.
(9) Viburnum obovatum
3 gallon container
(9) Rhododendron 'Formosa"
3 gallon container
3. SPACING OF PLANT MATERIALS SHALL BE AS SH OW N ON DRAWl NG.
(I) Magnolia grand I flora (Specimen)
12- 14' Ht. 7' clear trunk
4" cal. min.
4. SO! LAD DI TIVES II\CLUDE SOLID FERTILIZER ,BIOSTIM ULAN T ,AND M YCORRH IZAE.
THE SOLID FERTILIZER SHALL BE BIOPLEX 12-8-8 PLANTING TABLETS OR ENGINEER
APPROVED EQUAL. THE BIOSTIMULANT SHALL BE BIOPLEX TECHNICAL CONCENTRATE
AND PLANT ENHANCER OR ENGINEER APPROVED EQUAL. THE M YCORRHIZAE SHALL
BE BIOPLEX ONE -STEP M YCORRH IZAE PLANTING TABLETS OR ENGINEER APPROVED
EQUAL. ALL SOIL ADDITIVES SHALL BE APPLIED PER MANUFACTURES DIRECTIONS.
IF A VARIABLE APPLICATION RATE ISGIVEN .THE MEDIAN IS TO BE USED.
(I) Magnolia grand I flora (Specimen)
12- 14' Ht. 7' clear trunk
4' cal. min.
5. ALL PLANTSSHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE
PLANTS ORIG INAL GRADE BEFORE D IGG ING.
6. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND .ALL
WRAPPING MATERIALS MADE OF SYNTHETIC OR PLASTICS SHALL BE REM OVED
AT TIM E OF PLANTING.
(10) Rhododendron "Formosa'
3 gallon container
7. AT PLANTING TIM E ALL DECIDUOUS TREES SH ALL BE TH INNED BY REM OVING
INTERIOR SECONDARY TW IGS. INFERIOR BRANCHES.TEM PORARY BRANCHES.AND
CROSSED BRANCHES ACCORDING lD ANSI A3o:r1995.
(I) Magnolia grandlflora (Specimen)
12- 14' Ht. 7' clear trunk
4" col. min.
8. THE CONTRACTOR SHALL FILL PLANT PIT WITH PREPARED PLANT M IX TO 1~ DEPTH
OF ROOT BALL OR ROOT M ASS.PACK FIRM L Y .PUDDLE W ITH WATER AND
BIOSTIMULANT:THEN FOR BALLED AND BURLAPED MATERIAL.THE BURLAP AND
ALL LACING (INCLUDING WIRE BASKET IF NECESSARY )SHALL BE REM OVED FROM THE
UPPER HALF OF ROOTBALL. THEN FINISH BACKFILLING ADDING THE M YCORRHIZAE AND
SOLID FERTILIZER TO THE PLANTMIX.PACK FIRMLY AND WATER WITH THE
BIOSTIMULANT. A SAUCER SHALL BE PLACED AROUND EVERY PLANT AND SHALL BE
APPROVED PR lOR TO PLACEM ENT OF ANY MULCH.
(9) Viburnum obovatum
3 gallon container
9. ALL PLANT MATERIALS SHALL CONFORM TO PLANT SCHEDULES.SIZES SH ALL BE THE
M IN 1M UM STA TED ON THE PLANT LIST OR LARGER. ALL M EASUREM ENTS SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF THE "FLORIDA GRADES AND STANDARDS FOR
PLANT MATERIAL". ALL PLANT MATERIALS SHALL CONFORM TO FLORIDA GRADE NO.1.
SA VE EXISTING 8" OAK
DA TE: 6-20-2000
SURVEY FILE NO.: SURVEY_NO.
SHEET L-l
All trees over 2Yz' cal. shall be guyed except
those In street tree pIts and grated areas.
-Choice of additIonal trees which are to be
guyed per detall Is at contractors
discretion.
Downed trees will be righted &
guyed w/ln 24 hrs. of notification.
RequIred guy detall:
12' length whIte flagging tape,
allthree guys
Duckblll TM Ii:l tree anchor system,
Install proper model per
manufacturer speCificatIon.
1-800- 325-5360
Container rootball set on undisturbed earth
tree €:I grade
Mulch, 3' deep, see
speCificatIons
3"Ht.Saucer
3"Ht.Saucer
Turf
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,
. ~ =.
--
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Topsoll Backfill
see SpecIfications
PlantIng Pit D1menslon
14'xI4'x2' mIn.
(392 c.f. per pit)
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Use 3 Anchors
as shown
TREE PLANTING DETAIL 2Y21 & OVER
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TYPICAL EXTERIOR TREE N.T.S.
Woven pOlypropylene
or approved equal
Mulch 3' depth
weed barrier
See tabulation
of QuantIties
for spacing
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f Plant at Grade
f-- Root Ball
Material
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See SpecIfications
GROUND COVER PLANTING
N.T.S. @
TYPICAL
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MULCH PLANTING
OFFSET OF BED
INTERIOR PLANTING
OF BED AREA
DIS T ANCE V ARIES
6"
3' THICK MULCH
PLANTING BACKFILL / SOIL
6"
PLANTING BED EDGE AND OFFSET DETAIL
N.T.S. @
TYPICAL
LEGAL DESCRIPTION
LOTS 1 THROUGH 8. MATLACK PLACE. ACCORDING TO THE PLAT THEROF AS
RECORDED IN PLAT BOOK 6. PAGE 37, OF THE PUBLC RECORDS
OF PINELLAS COUNTY. FLORIDA.
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a full form with heIght and spread
sized as shown above.
Tree quality Is further defIned
In specIfIcatIons.
Shrubs are subject to Identical
quality and sIzing standards.
-HeIght: O.A.
Overall height from
grade at base to average
hIghest foliage
Spread:
Average width as measured
through tree from side to
side In 2 dlrectlons at 900 angles.
-Provide multI-trunk trees with
a fully foliated symmetrIcal canopy
for 501. of the overall height required.
All trees over 2' cal. shall be guyed.
Choice of addItional trees which are
to be guyed per required detail Is at
the Installer's discretIon.
ProvIde trees wIth a full
three dImensIonal rounded
form.
F alien trees will be righted and
guyed by the Installer w/ln 24 hrs.
of notificatIon.
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DuckbIll tree anchor system,
Install per manufacturer
specIfIcatIons.
1-800-325-5360
Trees will have a straight
trunk and a single main leader
that remains Intact.
D. B. H.
DIameter breast height measured
Ii:l 4 foot above grade.
Caliper cal.
Diameter measured at 12" above
grade
Set rootball on undIsturbed earth
12" white flagging tape, all 3 guys
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Plant tree Ii:l grade
3'ht.saucer
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See specIfications
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ContaIner grown trees shall not
be root bound or have rIng roots.
Root ball
Single trunk tree species shall have a
sIngle straight trunk for 501. of the O.A.
Height minimum. Forked trunks and low
branching shall not be accepted.
Planting Pit DimensIon
6'x6'x2' mIn.
<72 c. f. per pIt)
Top VIew
Use Three Anchors as shown
MUL TI- TRUNK TREE DETAIL
N.T.S. @
PLANT MATERIAL STANDARDS
TYPICAL
TYPICAL
3'MULCH
WEED BARRIER
FABRIC
PLANTING SOIL
BACKFILL
UNDISTURBED SOil
N.T.S. @
NOTES:
I. WEED BARRIER TO BE 5 OZ. WOVEN POLYPROPYLENE
NEEDLE -PUNCHED MATERIAL. BLACK WITH A
STRIPE EVERY 12 INCHES FOR PLANT ALIGNMENT.
2. THICKNESS: 28 MilS, 10 YEAR GUARANTEE AGAINST
U.V. LIGHT DETERIORATION. U.V. RESISTANCE
STRENGTH RETENTION PERCENT AGE > 701.
AFTER 2500 HOURS.
3. CONTRACTOR TO PLACE WEED BARRIER AFTER
FINISH GRADING OF BACKFill. USE METAL PIN
ANCHORS AS NECESSARY. SLIT FABRIC TO
ACCEPT PLANT ROOTBALL WITHOUT DAMAGE.
4. WATER FLOW (GAL/MIN/SFl: 12 GALLONS.
WEED BARRIER DETAIL
TYPICAL
Bark
Ridge
SO\0\0
I.V
Branch
Colla r
25.4mm Max
PRUNING DETAIL
TYPICAL FOR ALL TREES
BY
Wade- TrIm
4919 Memorial Highway
Suite 200
Tampa. FlorIda 33634
(813)882-8366 FAX: 884-5990
C000121
PINELLAS COUNTY. FLORIDA
PUBLIC WORKS
ENGINEERING OEPARTMENT
440 COURT STREET
CLEAR'ATER. FLORIDA 33756
PHONE (727) 464-3251
LANO SURVEY OIVISION
22211 U.S. H'Y. 19 NORTH
CLEAR'ATER, FLORIDA 33765-2347
PHONE (727) 464-8904
OA TE
REVISIONS
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12' Mln
Typ
Edge of mulch bed Is to extend a
minimum of 12" from limit of spread.
Use sharp pruning tools.
I. Undercut halfway
through limb.
2. Topcut halfway
through limb.
3. Final cut.
Bark ridge & branch
collar to remain intact.
Wound may be sealed
with elmers glue or
left unsealed. Black tree
paint is not acceptable.
Mulch- 3" deep
Plant shrub ~ grade
.~:=l'I".
Container Root ball
SHRUB PLANTING DETAIL
N.T.S. @
TYPICAL
N.T.5. ffi
OA TE: 6-20-2000
PINELLAS COUNTY
CENTRAL PRODUCTION STUDIO
LANDSCAPE DETAILS
PID NO.:
PID_ND.
SURVEY FILE NO. : SURVEY_NO.
SHEET
L-2
TABULAR LANDSCAPE QUANTITIES
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BOT ANICAL NAME COMMON NAME QUANTITY SIZE
Lag e r s tr 0 e m I a IndIca Crape M~rtle 12 5-8/ hIgh
Quercus vIrgInIana LIve Oak 2 65 gallon
,
VIburnum odoratlsslum Sweet VIburnum 2g 3 gallon
VIburnum obovatum W al ters VIburnum 84 3 gallon
MagnolIa grandl flora Southern MagnolIa 3 12-14/ hIgh
Rhododendron IIF II Formosa Azalea 73 3 gallon
ormosa
DIe te s vegeta AfrIcan IrIS 437 1 gallon
Acoelorrhaphe wrIghtl1 Paurotls palm 3 10/ hIgh
SpartIna bakerll Sand Sord grass 76 1 gallon
Trachelospermum aSIatIcum ASIan Star JasmIne 462 1 gallon
Rhapls excelsa Tad~ Palm 27 3 gallosn
Stenotaphrum secundatum Sto AugustIne Sod N/A sf
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~ LEGAl DESCRIPTION
M LOTS 1 THROUGH 8. MATLACK PLACE. ACCORDING TO THE PLAT THEROF AS
~ RECORDED IN PLAT BOOK 6. PAGE 37. OF THE PUBLC RECORDS
<Sl OF PINELLAS COUNTY. FLORIDA.
N
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REVISIONS
BY DA TE
ALS 6/15/00
Wade-Trim
4919 Memorial Highway
Suite 200
Tampa. Florida 33634
(813)882-8366 FAX, 884-5990
C000121
PINELLAS COUNTY, FLORIDA
PUBLIC WORKS
LAND SURVEY DIVISION ENGINEERING DEPARTMENT
22211 u. S. HIY. 19 NORTH 440 COURT STREET
CLEARIA TER, FLORIDA 33765-2347 CLEARIA TER. FLORIDA 33756
PHONE (727) 464-8904 PHONE (727) 464-3251
PINELLAS COUNTY
CENTRAL PRODUCTION STUDIO
OA TE: 6-20-2000
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PID NO.: PID_NO.
SURVEY FILE NO. : SURVEY_NO.
SHEET L -3
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