2414 ENTERPRISE RDHANDICAPPED SIGN
SEE INDEX NC. 119 ���_
STANDARD PRE - PAINTED
CONC. WALK RAMP DOWN RAMP DOWN CONC. WALK DISABLED PARKING SIGN
SEE INDEX NM 109 SEE INDEX NO. 109 ON 1/8' THICK SHEET
ALUMINUM
PARKING BY
DISABLED
1 PERMIT
ONLY
6' WIDE TRAFFIC BLUE
STRIPE (TYPICAL) $255 FINE
TRAFFIC
WHITE F.S. 318.18
STRIPEE(TY TAFFIC
ICAL) WHITE
NOTE,
ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC.
TYPICAL DOUBLE HANDICAPPED STALL
CITY INDEX NO, 1181 2 ❑F 2
N.T.S.
WHITE BORDER
-�--- & SYMBOL (TOP OF THE SIGN)
BLUE BACKGROUND
BLACK BORDER
--- & LETTERS (MIDDLE OF THE SIGN)
WHITE BACKGROUND
BLACK BORDER
�--- & LETTERS (BOTTOM OF THE SIGN)
WHITE BACKGROUND
V
4 NOTE,
ALL LETTERS -V SERIES 'C'
12' GALVANIZED U- CHANNEL POST
(2.5 LBS. PER FDOT SPEC.)
T -�• d ( I d �• i•
8' X 2' -6' CONCRETE MASS.
.: �. •- I I, .: �'..- FINISH TOP OF MASS LEVEL
....
WITH A SLIGHT RAISED WASH
I I— 4 I (� d -III APPROXIMATELY 1/2' ABOVE
-III LEVEL OF TURF /SOD.
If N
4 1 1 d
u
o�
c .
6
� V
enter
of
Stall
NOTE,
CONCRETE TO BE 3,000 PSI,
WITH FIBER MESH REINFORCING, iu
2 -1/2' mfr) 2' Min
CU
I
(V
NOTES,
Ln
to o 1. WHEEL STOPS TO BE PLACED 2' BACK,
AS SHOWN ABOVE. CENTERED IN THE
PARKING STALL
2. WHEEL STOPS CAN BE PAINTED IN A
7-3/4'- #3 Bar 7 -1/2' #3 Bar CONTRASTING COLOR SUCH AS
TYPE A Yp cal TYPE C Yp cal BLUE SHALL❑ BE USEDAFOR HANDICAP
PARKING STALLS,
WHEEL STOPS REINFORCED CONCRETE
CITY INDEX NO. 1171 1 OF 1 %% 0
< t
NOTE, \� ljtC��j()
R= 2724.79' EXISTING FREESTANDING SIGN SHALL BE MODIFIED
of r
L= 33.02' � TO MEET THE 14' HEIGHT LIMITATION, \
TYPICAL HANDICAPPED CH= 33.02' (TOP PORTION OF SIGN WILL BE REMOVED)
SIGN DETAIL R =80,0, BRG= N39'34'43' % 18 43�' 0' &S> =25.0'
-- 5.76
CITY INDEX NO, 1191 1 OF 1 CH =7055' ,�� CH= 2, 9'
N.T.S. NOTE, BRG= SS5.31'19'E BRG= S80.01156'E \
ALL DETECTABLE CURB RAMPS FIR 5/8'
ARE TO BE TRUNCATED DOMES �' PBS &J FCM 4'X4'
PER D.O.T. INDEX #304 #24 # 3000
2 10 FIR 5/8' TRAFFIC LIGHT �p00
PBS &J SUPPORT POLE
SIR 5/8'
#24
� e� >:
# 2451 02��. POLE , 0,2'N S &80 658E JOF UE
LIGHT CO TN ROL IG POSITION
_ NOTE, A\'( CSR SNp �/ FIR 4 O4 1V BOXES R= 2764.91
EXIST. TREE CANOPY IN \V I�, P/ r� .�1t L= 167.88'
VISIBILITY TRIANGLE IS ' / 6 '
I I ZG �/ 3 CH= 167,85
Z'—DlA,S`T—EE`LBOLLARDS I ABOVE 8' HIGH AND EXIST. QV�� -/ FD N/D \ q,� QL BRG= S37.40'11'E
J, CONC. FILLED (TYP) HEDGE AND GROUND COVER g0' #4513 \ �Al
IS BELOW 30' HIGH ROVIDE
co It R= 740.0' DETECTABLE ' NOTE, \ `
L= 169.06' /'/ CURB RAMP �/ BE- STRIPE ENTIRE \
LJ •� CH= 168.69' �/� / �- - PARKING. -.❑T \\
°- or I BRG= N66.09'27'E �/� �',Q 4 ' c' \ /
�Wb �p15t Of / n� ,EXIST.
p 12 y n �/� N G1G�SS ' it °� �; �� DELECTABLE ��-,P 9 v ASPHALT,
CURB RAMP 266
F
�^
Zo 00 °► \'2
FIRE HYDRANT a o 2 &fig ® '' �' y 9 pO .SOD
(1) 12X18 FDC SIGN °o "U si "-
SWING GATE I (2) 6 TO 6' TAPS ` '—�`� ` \q
I (TYP.) I L- EXIST.
z (1) 6 TO 4' TAP PARKING
E I I (1) 4' DDC ��N WHEEL \\ EXIT. ¢Px�
SEXIST. STRIPS % L-- — ---- ---- - v ASPHALT , TYP. STOP � ✓9
\ POLE
�
11 3 R /`� ® �� TYPIGAL �' \ LIGH1' . \
O CONNECT NEW 6' TO EXIST. \ \
EXIST, 6' WATER 5 '',' ASPHALT,' \ \
DROP PIN HOLE NEw 6_-- ✓ O '' PROVIDE ^ �, \ ��% \F
PLAN (TYP.) �'�. -�� '� DETECTABLE 5 �; DR E DEL �' \�r�,
N.T.S. I / 1 CURB RAMP EX T. `. C R R M 15 \\
N EXIST, WAS
FLAG E
TIE BEAM WITH I I POLE AC' L V \ O'
1 - #5 REBAR CONTINUOUS1 .► L N IN ;' \ � /�
I� 12, 4 SWING GATE (TYP.) 3 NEW 4' SHALL RUN ✓ \ '
CLEARANCE MIN. ((����' 3 = EXISTING
BETWEEN EXIST,
TREE CANOPIES, TYP. 4 9j
�I ► 1 —STORY MASONRY
1 - #5 AT 4' CENTER I ®® RETAIL BUILDING ��, /- D N/D
DROP PIN I #26034 POSTED ADDRESS �,' /� #1269
1 (TYP.) Ii I li WALL P'� K ,178 SF /,� /•' ��J,�o N ,
`If ;T ft
`0 Z3000 P.S.I. CONCRETE SLAB WITH
8'X 16' CONCRETE FOOTING FIBER MESH REINFORCING -
W/ 2- #5 REBAR (TYP.) MONOLITHIC, MIN 6' THICKNESS,
6'X6'/ 10X10 W.W.F.
ELEVATION
N.T.S.
DUMPSTER ENCLOSURE SINGLE
NON— TRAFFIC BEARING
CITY INDEX NO, 7011 1 OF 3
N.T.S.
DUMPSTER ENCLOSURE NOTES
CITY INDEX N❑, 7011 3 OF 3
1,) WALLS
A,) NEW CONSTRUCTION, MAXIMUM 6' -0' HIGH AND CONSTRUCTED
OF CONCRETE BLOCK (8'XS'X16'). MATERIALS USED SHOULD BE
CONSISTENT WITH THOSE USED IN THE CONSTRUCTION OF AND
ARCHITECTURAL STYLE OF THE PRINCIPAL BUILDING. (SECTION 3 -802
MATERIALS)
B.> EXISTING, MAXIMUM 6' -0' HIGH REPLACEMENT MATERIALS CAN
BE MADE OF THE SAME MATERIALS AS LONG AS THEY ARE MADE OF
APPROVED OPAQUE MATERIAL,
2.) FOOTINGS
8'X16' CONCRETE W /2- #5 CONTINUOUS REBAR IMBEDDED,
3,) CONCRETE SLAB
MONOLITHIC, MIN. 6' THICKNESS W /IMBEDDED 6'X6'/ 10X10 WELDED
WIRE FABRIC (W.W.F.), 3000 P.S.I. WITH FIBER MESH REINFORCING,
4,) CONCRETE FILLED CELLS
WITH 1 - #5 VERTICAL REBAR TIED TO FOOTER STEEL AT EACH CORNER AND
EVERY 4' O.C.
5,) GATES
CONSTRUCTED OF MIN. 1 -1/2' DIAMETER GALVANIZED TUBULAR STEEL
W /PRIVACY -TYPE SLATS INSERTED IN GALVANIZED STEEL MESH FABRIC,
HINGE- MOUNTED ON MIN. 3' DIAMETER GALVANIZED STEEL POST,
(GATES AND POST CONSTRUCTED AND INSTALLED PER APPLICABLE BUILDING
CODE BY LICENSED FENCE CONTRACTOR).
6,) DROP PIN
1/2' DIA, 1S' LONG METAL ROD GATE LATCH. PROVIDE 3/4' DIA. HOLE
6' INTO CONCRETE FOR RODS, IN ASPHALT PROVIDE A 3/4' P,V.C,
SLEEVE, 6' LONG, OR EQUAL.
7,) SOIL
SOIL BEARING CAPACITY TO BE AT LEAST 2,500 P.S.F.
8.) BOLLARD
3' -6' HIGH, 6' DIAMETER STEEL PIPE BOLLARD FILLED WITH CONCRETE,
PAINTED TRAFFIC YELLOW, IMBEDDED 3' -0' DEEP IN 18' CONCRETE
FOUNDATION, (SEE DETAIL)
10100010 PS �qV
261 \blb�OG e \xli 0
Otil PSS C
P
Ij_
IU NEW 4' - - --
�S
SETBACK
Imo__ ASPHALT
1�' 24'
I o ��
L�Rs
01 a' ,LEI pl
SAWCUT EXIST. CURB E I
FOR DUMPSTER INSERT
/ EXISTING / //
i ILI / 1 —STORY MASONRY
r, OFFICE BUILDING
' N #2414
' 8.9' POSTED ADDRESS
4 / 10,179 SF /
IB'a
I EXIST.
I WALL PACK
' —WHEEL
STOP
1 TYPICAL
I � s
26y
1- I rv.c.r
ONC A
FLUME (,�C, A K �,LS,rQV1 i Orvi
6 ' ` ✓s Lf �
0
N `
�N
/,
>� FD N/D DRIVE'WAYS, PARKING, DRAINAGE & OTHER USE
,24,1' LB #4513 AGREEMENTS per OR 5270/510
� 3
\ EPAXA ST6. D�WU/OOD FC.
` SU R ❑UI
Z�
24'
W WALL PACK) WALL PACK `, W
EXIST.
~�I 3 O O �-STRIPSG � c^
I I HAND ly, TYP.
00 1
REMOVE 19, �'
t EXIST. \p ' Ido
' LTA I CURBING - ` s�
a,
��.
% ® 2•
I � '
EXIST, i
ASPHALT,
76� a 9YP OR 472 49 &
I rK e OR 90/71 \
L-- - - - - -- ----- -----j - _I- -- L -- ---- -----
-- - I--- °— f -1 -- ---- --- - - - -- - - - - --
PDB CM 4'X4' N89059'50'W 20,00' (R &S)
# 3000
15' DR,gINp, E & UTIL. ESMT 0q. per OR 745/987
61Q�v+4i� I ��Q Cper
-SIR 5/8'
# 2451
/1734
VAGE & UTIL, EASEMENT
EXIST,
ASPHALT
0
%
\% tiC L
�lp
XIST. FIRE HY
(1) 12X18 FDC SIGN
(1) 8 TO 4' TAP
(1) 4' DDC
A
FD N
#1269
1269
13F
NOTE+
CONTRACTOR SHALL
INSTALL EROSION '
CONTROL (HAY
BALES) ADJACENT
TO ALL DRAINAGE
INLETS AND FLUMES
%�/ 10600
0,300
1c;
61Q
NUNN
EXISTING
PROPOSED
(MIN. OR MAX.)
ZONING DISTRICT,
E
C
N/A
USE,
RETAIL /OFFICE
RETAIL /OFFICE /EDUC,
N/A
LOT AREA (SO. FT. AND ACRES)1
14 FT, 2
MI
MAN
GROSS AREA (WITHIN PROPERTY LINES),
89,912 SF /2 AC
:1
40,000 SF MIN.
LOT WIDTH+ ENTERPRISE =
265 FT.
265 FT,
200 FT, MIN.
US, 19 =
190 FT,
190 FT.
200 FT, MIN,
EXISTING BUILDING COVERAGE, 26034
8,178 SF
8,178 SF
2414
10,179 SF
10,179 SF
18,357 SF/20,42%
18,357 SF/20,42%
45% MAX,
FLOOR AREA RATIO
21%
.21%
55 MAX.
"I
I Ul
1
'' 1
wil a
- 11
______
A. PARKING ANGLE (DEGREES)
B, STALL WIDTH (FEET)
C. STALL TO CURB (FEET)
D. AISLE WIDTH (FEET)
E. CURB LENGTH (FEET)
F. MIN. OVERALL DOUBLE ROW WITH AISLE BETWEEN (FEET)
2
1 SITE PLAN
C-1 SCALE, 1' = 30' -0' Q D
STANDARD PARKING STALL
CITY INDEX NO, 1201 1 OF 1
R T,S.
SITE DATAi
NOTES, t
1) ALL PARKING SPACE STRIPING
TO BE WHITE IN COLOR,
2) IF A PARKING LOT SERVES A USE
WHICH GENERATES 2,500 OR MORE
VEHICLE TRIPS A DAY, SUCH PARKING
SPACES SHALL BE MARKED BY
WHITE THERMOPLASTIC LINES.
3) ALL CITY OF CLEARWATER PROJECTS
SHALL BE IN THERMOPLASTIC.
SETBACKS (ALSO INCLUDE DIMENSIONS
ON SITE PLAN DRAWING),
FRONT, (TO PAVING)
SIDE, (TO PAVING)
REAR, (TO PAVING)
BETWEEN STRUCTURES,
EXISTING BLDG, HEIGHT,
PAVED VEHICULAR AREAS (SQ. FT, AND 3
OF SITE),
IMPERVIOUS SURFACE RATIO,
OPEN SPACE
TOTAL FOR THE LOT (SQ. FT, AND
% OF SITE), 2
PARKING LOT INTERIOR LANDSCAPING
(SQ. FT. AND % OF PAVED VEHICULAR
AREAS)
PARKING REQUIRED,
EXISTING RETAIL BUILDING
8,178 SF / 200 = 41 SPACES
PROPOSED EDUCATIONAL FACILITY
1 PER 2 STUDENTS
EACH SHIFT 7 CLASSES WITH 10 STUDENTS MAX
70 STUDENTS MAX. / 2 = 35 SPACES
TOTAL REQUIRED PARKING = 76 SPACES
EXISTING PARKING = 91 SPACES (INCLUDING 4 HC)
PROPOSED PARKING = 85 SPACES (INCLUDING 4 HC)
LEGAL DESCRIPTIONi
6.9 FT, 6
EXISTING
PROPOSED
(MIN. OR MAX.)
ZONING DISTRICT,
C
C
N/A
USE,
RETAIL /OFFICE
RETAIL /OFFICE /EDUC,
N/A
LOT AREA (SO. FT. AND ACRES)1
14 FT, 2
25 FT,
9,563 SF 3
GROSS AREA (WITHIN PROPERTY LINES),
89,912 SF /2 AC
89,912 SF /2 AC
40,000 SF MIN.
LOT WIDTH+ ENTERPRISE =
265 FT.
265 FT,
200 FT, MIN.
US, 19 =
190 FT,
190 FT.
200 FT, MIN,
EXISTING BUILDING COVERAGE, 26034
8,178 SF
8,178 SF
2414
10,179 SF
10,179 SF
18,357 SF/20,42%
18,357 SF/20,42%
45% MAX,
FLOOR AREA RATIO
21%
.21%
55 MAX.
SETBACKS (ALSO INCLUDE DIMENSIONS
ON SITE PLAN DRAWING),
FRONT, (TO PAVING)
SIDE, (TO PAVING)
REAR, (TO PAVING)
BETWEEN STRUCTURES,
EXISTING BLDG, HEIGHT,
PAVED VEHICULAR AREAS (SQ. FT, AND 3
OF SITE),
IMPERVIOUS SURFACE RATIO,
OPEN SPACE
TOTAL FOR THE LOT (SQ. FT, AND
% OF SITE), 2
PARKING LOT INTERIOR LANDSCAPING
(SQ. FT. AND % OF PAVED VEHICULAR
AREAS)
PARKING REQUIRED,
EXISTING RETAIL BUILDING
8,178 SF / 200 = 41 SPACES
PROPOSED EDUCATIONAL FACILITY
1 PER 2 STUDENTS
EACH SHIFT 7 CLASSES WITH 10 STUDENTS MAX
70 STUDENTS MAX. / 2 = 35 SPACES
TOTAL REQUIRED PARKING = 76 SPACES
EXISTING PARKING = 91 SPACES (INCLUDING 4 HC)
PROPOSED PARKING = 85 SPACES (INCLUDING 4 HC)
LEGAL DESCRIPTIONi
6.9 FT, 6
6,9 FT. 2
25 FT. MIN,
3 FT, 3
3 FT, 1
10 FT, MIN.
2 FT, 2
2 FT, 2
20 FT. MIN.
20 FT, 2
20 FT. 2
20 FT,
14 FT, 1
14 FT, 2
25 FT,
9,563 SF 3
38,767 SF N
N/A
44% 4
43,11%
A PARCEL OF LAND LYING IN THE NORTHEAST 1/4 OF SECTI ❑N 31, TOWNSHIP 28
SOUTH, RANGE 16 EAST, CLEARWATER, PINELLAS COUNTY, FLORIDA, BEING MORE
PARTICULARLY DECRIBED AS FOLLOWS,
COMMENCE AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 31,
TOWNSHIP 28 SOUTH, RANGE 16 EAST, CLEARWATER, PINELLAS COUNTY, FLORIDA,
THENCE S.00.32'36'E. ALONG THE WEST LINE OF SAID NORTHEAST 1/4, FOR
1329.98 FEET) THENCE S,89.59'50'E. FOR 1728,73 FEET, TO THE POINT OF
BEGINNING, THENCE N,00'00'10'E. FOR 303,64 FEET, TO THE SOUTHERLY RIGHT -
OF -WAY LINE OF ENTERPRISE ROAD, SAID RIGHT -OF -WAY BEING 80.00 FEET IN
WIDTH, THENCE NOTRHEASTERLY ALONG SAID RIGHT -OF -WAY LINE BEING A CURVE
CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 740.00 FEET, A CENTRAL ANGLE
OF 14.59'29', AND AN ARC LENGTH OF 193,62 FEET TO A POINT OF TANGENCY
THENCE N.57'40'10'E. FOR 52.14 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE TO THE SOUTHWEST, THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING
A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 83'09'50' FOR 36.29 FEET
TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE SOUTHWEST,
SAID CURVE BEING THE WESTERLY RIGHT -OF -WAY LINE U,S, HIGHWAY 19, SAID
RIGHT -OF -WAY BEING 200.00 FEET IN WIDTH, THENCE SOUTHERLY ALONG SAID
CURVE, AND SAID RIGHT -OF -WAY LINE, HAVING A RADIUS OF 2764.91 FEET AND
A CENTRAL ANGLE OF 03.28'40' FOR 167,83 FEET/ THENCE LEAVING SAID RIGHT -
OF -WAY S.57.40'10'W. FOR 245,00 FEET, THENCE S.27.02'34'E. FOR 160.57
FEET, THENCE N.89'591501W. FOR 220,00 FEET TO THE POINT OF BEGINNING.
(ALSO KNOWN AS DARRYL'S ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK
84, PAGES 78 AND 79, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS
THAT POOTION CONVEYED TO THE STATE OF FLORIDA FOR RIGHT -OF -WAY BY DEED
RECORDED IN O.R. BOOK 6354, PAGE 1253, PINELLAS COUNTY RECORDS, BEING
FURTHER DESCRIBED AS FOLLOWS,
COMMENCE ON THE NORTHERLY BOUNDARY OF SECTION 31, TOWNSHIP 28 SOUTH,
RANGE 16 EAST AT A POINT 1275.00 FEET N.89.35'37'E. OF THE NORTHWEST
CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 311 RUN THENCE S.43'05123'E ,
987.35 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WESTERLY HAVING
A RADIUS OF 2864.79 FEET, THENCE RUN SOUTHERLY ALONG SAID CURVE 158,21
FEET THROUGH A CENTRAL ANGLE OF 03.09'51' TO THE END OF SAID CURVE!
THENCE S.50'15'10'W, 140.00 FEET FOR A POINT OF BEGINNING, THENCE
S.57.28'42'W., 33.90 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE
NORTHERLY HAVING A RADIUS OF 740,00 FEET1 THENCE RUN WESTERLY ALONG
SAID CURVE 24,31 FEET THROUGH A CENTRAL ANGLE OF 01'52'56' TO THE END
OF SAID CURVE AND THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHERLY
HAVING A RADIUS OF 80,00 FEET 1 THENCE FROM A TANGENT BEARING OF
N,59.21'37'E. RUN EASTERLY ALONG SAID CURVE 73,06 FEET THROUGH A CENTRAL
ANGLE OF 52'19'24' TO THE END OF SAID CURVE AND THE BEGINNING OF A CURVE
CONCAVE TO THE WESTERLY HAVING A RADIUS OF 2724.79 FEET, THENCE FROM
A TANGENT BEARING OF N.39.13'53'W. RUN NORTHWESTERLY ALONG SAID CURVE
33,02 FEET THROUGH A CENTRAL ANGLE OF 00.41'39' TO THE END OF SAID CURVE
AND THE POINT OF BEGINNING. I r--% rm nn n ^ r-
n
a
g
�8
v r ._ E
r �
ti
N C
li m c3
J _ '
as a
o
/'fin
V/ � O
00_
r
� U
O 0
0
ii
o
J�
Ax LL
W
a
E
U IL
O
O
z o
a
o U
'J N J
O=
N
c
J O
LO LL J
U
0
c
O
0
N
LL OQ M
w <C Z
Z 0� M
r— M
U-
CL 0— = W
F;- W
o z0 a
�= W W
Z �--
NO
N
Revisions:
A 203 -22 -11
CITY REVIEW
COMMENTS
A 303 -25 -11
CITY REVIEW
COMMENTS
4Z Q
J
Q
w
U) w
M-l�
W
4
Project Number
10028.1 1.x
Date
02 -09 -11
Sheet Number
C -1
LL OQ M
w <C Z
Z 0� M
r— M
U-
CL 0— = W
F;- W
o z0 a
�= W W
Z �--
NO
N
Revisions:
A 203 -22 -11
CITY REVIEW
COMMENTS
A 303 -25 -11
CITY REVIEW
COMMENTS
4Z Q
J
Q
w
U) w
M-l�
W
4
Project Number
10028.1 1.x
Date
02 -09 -11
Sheet Number
C -1
Revisions:
A 203 -22 -11
CITY REVIEW
COMMENTS
A 303 -25 -11
CITY REVIEW
COMMENTS
4Z Q
J
Q
w
U) w
M-l�
W
4
Project Number
10028.1 1.x
Date
02 -09 -11
Sheet Number
C -1
4-3
.s3 e-
�I�I.
., ty
�R
R
12RIM
O
Qz
E
E
03 -15 -11
REVIEW
0 a'
M
ti
03 -25-11
M
M
N
Q
N
J
Q
�
�=
W
C
U
Q
u
E-_
'
J
Z
S2
o
°
CL
o
��
NO
J
(N
� 4
O0
CL
0
JM
J
u-
06
d
UL
>�
O
Z
CD
o
`V Q
o
U
H
C
J
L
O
�
Q
J
O
J
U.
U
.j
O
C
O
O
r
O
N
0
12RIM
O
Qz
ACITY
03 -15 -11
REVIEW
0 a'
M
z
03 -25-11
M
M
>
Q
LL
Q
�
�=
W
w
a
Q
00
E-_
o
Z
�
Q
W
o
w=
U
o
Z
��
NO
J
(N
Project Number
10028.1
Date
02 -09 -11
Sheet Number
L -1
Revisions:
ACITY
03 -15 -11
REVIEW
COMMENTS
CD
03 -25-11
3
CITY REVIEW
COMMENTS
Project Number
10028.1
Date
02 -09 -11
Sheet Number
L -1
a
CD
J
Z
Q
00
U)
06
4
�
Z�
Z
J
� 4
Project Number
10028.1
Date
02 -09 -11
Sheet Number
L -1
NOTES,
1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED,
2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS.
3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK.
4, REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL.
5, REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL,
6. TOP OF ROOTBALL TO BE SET LEVEL WITH SURROUNDING FINISH GRADE.
2'X2'X4' S'
2'X2'X4'
CROSS MEMBER
I2-2,5'
DRYWALL SCREWS
FERTILIZER TABLETS A
SPECIFIED, PLACE UNIP
AROUND ROOT MASS
BETWEEN MIDDLE ANP.
BOTTOM OF ROOT MASS
HEIGHT
;OSS MEMBER
]OTBALL
AND LOOSENED =-i
: SOIL BACKFILL
?'X4' STAKE
SPREAD
90
MULCH 3' FROM TRUNK
/MULCH 3' DEPTH
iTILLED AND
LOOSENED NATIVE
SOIL BACKFILL
WATER RING (6' WIDTH & HEIGHT)
PROVIDING A WATER COLLECTI ❑N
BASIN
FERTILIZER TABLETS AS SPECIFIED•
PLACE UNIFORMLY AROUND ROOT
MASS BETWEEN MIDDLE AND
BOTTOM OF ROOT MASS.
UNDISTURBED SOIL
2 -210' STAKE W /LONG TAPER
MIN. 18' INTO UNDISTURBED SOIL
P�
TREE PLANTING DETAIL
CLEARWATER INDEX No. 908, SH. 1 of 1
NOTE,
N.T.S. EXIST, TREE CANOPY IN
VISIBILITY TRIANGLE IS 1G R
R= 2724.79'
L= 33.02'
R =80.0' CH= 33,02'
L= 73,06' BRG =N39.34'43'W
CH= 70,55'
BRG= SB5.31'19'E
SIR 5/8'
# 2451 -
IRRIGATION NOTES
1, A LOW VOLUME IRRIGATION SYSTEM IS EXISTING AND SHALL BE MODIFIED TO INCLUDE
NEW LANDSCAPE AREAS TO PROVIDE 100% COVERAGE TO ALL PROPOSED PLANTINGS
WILL BE DESIGNED AND INSTALLED BY THE CONTRACTOR,
2, THE PROPOSED IRRIGATION SYSTEM MUST MEET OR EXCEED ALL APPLICABLE CITY CODE
REQUIREMENTS• (LE., BACK FLOW PREVENTION, AUTOMATIC RAIN SHUTOFF DEVICE, EYC. ")
3, IRRIGATION SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE CITY PRIOR TO
THE COMMENCEMENT OF WORK,
4. IRRIGATION SYSTEM MUST BE INSPECTED AND ACCEPTED BY CITY PROJECT MANAGER PRIOR
TO INSTALLATION OF MULCH.
5. IRRIGATION AS -BUILT DRAWINGS, WHICH ACCURATELY AND CLEARLY IDENTIFY ALL MODIFICATIONS
& /OR SUBSTITUTIONS, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION AND ACCEPTANCE.
LANDSCAPE LEGEND
FIR BS J/8,
COMMON NAME
#24
SIZE
REPLACE
REMARKS
EXIST.
FIR 5/8'
HED
PBS &J
AS SHOWN
#24 .
_
SIR 5/8'
# 2451 -
IRRIGATION NOTES
1, A LOW VOLUME IRRIGATION SYSTEM IS EXISTING AND SHALL BE MODIFIED TO INCLUDE
NEW LANDSCAPE AREAS TO PROVIDE 100% COVERAGE TO ALL PROPOSED PLANTINGS
WILL BE DESIGNED AND INSTALLED BY THE CONTRACTOR,
2, THE PROPOSED IRRIGATION SYSTEM MUST MEET OR EXCEED ALL APPLICABLE CITY CODE
REQUIREMENTS• (LE., BACK FLOW PREVENTION, AUTOMATIC RAIN SHUTOFF DEVICE, EYC. ")
3, IRRIGATION SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE CITY PRIOR TO
THE COMMENCEMENT OF WORK,
4. IRRIGATION SYSTEM MUST BE INSPECTED AND ACCEPTED BY CITY PROJECT MANAGER PRIOR
TO INSTALLATION OF MULCH.
5. IRRIGATION AS -BUILT DRAWINGS, WHICH ACCURATELY AND CLEARLY IDENTIFY ALL MODIFICATIONS
& /OR SUBSTITUTIONS, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION AND ACCEPTANCE.
LANDSCAPE LEGEND
NO.
COMMON NAME
BUT. NAME
SIZE
SPACING
REMARKS
1
LIVE OAK
QUERCUS VIRGINIANA
10' -12'
AS SHOWN
SPECIMEN
2
RED MAPLE
ACER RUBRUM
10' -12'
AS SHOWN
SPECIMEN
3
ICREPE MYRTLE
LAGERSTROEMIA
8' -10' (20 GAL)
AS SHOWN
CONTAINER GROWN
4
VAR, PITTOSPORUM
PITTOSPORUM TOBIRA VARIEGATED
5 GAL- 24' -30'
36' O.C.
AS HEDGE
5
GLOSSY PRIVET
LIGOSTRUM LUCIDUM
18'-24' (3 GAL)
24' O.C.
AS HEDGE
6
STAR JASMINE
JASMINUM MULTIFLORUM
18' -24' (3 GAL)
24' U,C
IN BEDS
7
INDIAN HAWTHORN
RAPHIOLEPSIS INDICA
18' -24' (3 GAL)
24' O.C.
IN BEDS
-' • ` A
EXIST,
I J
8
WINDMILL PALM
ITRACHYCARPUS FORTUNEI
7 GAL
AS SHOWN
AS ACCENT
A
FCM X4'
N 3000
XIST,
POLE
SLIGHT TWIC I
CCHTROL
ABOVE 8' HIGH AND EXIST, PV$�' /' FD N /DJ \
HEDGE AND GROUND COVER 00' #4513 \
IS BELOW 30' HIGH ✓ EXIST,
R =740.0' / HEDGE EXIST, \
L =169.06' /,,% o��% / 4 1 ----- SHRUBS 4 \�
CH= 168,69' / 6` Q+\
BRG= N66.09'27'E 00000,0
PK ��1�N ASPHAL'T
Jul
/ E IST,
EXIST, 4 8.OAK / �` , `y,' 2 � TY AME AL ,,�
HEDGE- a• EXIST, �'" /^ Y'��\ �� 1 `
ASPHALT , XIST,
RU
MULCH 3' . '� SH BS EXIST,
FROM STEMS
3' MULCH LAYER � 1 "EXIST. � 6
� I SHRUBS 6 8
o
18'SABEL EXIST,
FLAG "
POLE S 8
SABEL 5 6
16'
4' TWIN MAPL XIST. `,
z SHRUBS EXIST,
5, TWIN MAPL SH UBS
LANTING SOIL EXIST. I 1 8 EXISTING
REXIVE SABLE PAL4 I a -.00 e 1 —STORY MASONRY
12'SABEL RETAIL BUILDING
EXISTING 4' TWIN MAPL I '� ' r 4.OAK 1
UNDISTURBED SOIL I 4 #26034 POSTED ADDRESS
1 12 MAPLE 8,178 SF
REPLACE EXIST, I 1 74,3'
MAPLE
SHRUB & GROUNDCOVER PLANTING DETAIL
CLEARWATER INDEX No, 905, SH. 1 of 1 4•MAP I 111MAPLE pp
2
REPL.AC EXIST. 5 101MAPLE a.
N,T,S, HEDGE I ( EXIST, ' REMOVE EXIST.
I s❑n PALM TREE
128SABEL I -� - 81TWIN MAPLE
EXIST, '
61MAPL E ASPHALT
I 16'SABE ' `
EXISTING a
4 XIST. OFFICE BUILDING --*100, Sy
SHRUBS 1 -STORY MASONRY
N N' •� ` `
'OAK N a 12 OAKS ,,
ALL SHRUBS /GROUNDCOVER ti -� #2414 -, ' , , -'" %
TRIANGULAR
FOR ADC. G. Cie -�— NEW POSTED ADDRESS
SPACING. REMOVE EXIST. "
�0 SABEL HEDGE 10,179 SF
DEAD TREE
—\
WAV RELOCATE 1 ',
1/2 O,C. SPACING
MIN, SETBACK FOR
SHRUBS & GROUNDCOVERS
BACK OF CURB / BED LINE
PLANT SPACING
DETAIL
(NO—OFFSET)
CLEARWATER INDEX No, 903, SH. 1 of 2
416
SF
909
SF 86
228 6'802
123 22 SF SF
8
SF
232 244
9 100 OZ44
353 SF 0100 SF
167 D167
SF 4,123
871 96
SF
45
F 222
399 40
SF
379
450
9,208 S
N.T.S.
r
R =25,0'
L= 35,76'
CH= 32,79'
BRG= S80.01'56'E
LIGHT
POLE
FIR 5 /8',PBS &J,R
0,2'N & 0,65'E OF
POSITION
"^
• , a
`,� EXIST, 9r Q�
'SOD
�% `
Eil�T. °nor
\\ PO HI' ,
\ `
\
%%
4
%%
XIST• ,' \
`HED XIST, 2 \\
SHRUBS \
,
R= 2764,91
L= 167,88'
CH= 167,85'
BRG =S37.40'11'E
1 EXIST.
' / ASPHALT
2 °gp
EXIST, DRIVEWAYS, PARKING, DRAINAGE & OTHER USE
DUMPSTER d0000r
RELOCATE EXISTDVG AGREEMENTS per OR 5270/510
�4I IRRIGATMi CONTROLS
= W
�14ABEL �`� 3
p—B— �, EE DUMPS TER
16'SAB% lz i�ppDTFC
15'
perD90It,AGE /> B�TIL, ESMT
N89059'50°W 22 (RI
3
\L-EXIST,
3 HEDGE �Oo
0 00
F
3
OR 4417
39/34
{p PLAT) E & UT]IL. EASEMENT er
1O0,00
4,
1259
A
1 A G�
1G�r�y�
% `,P �1-
"p
�y54,
\
\ 9 _ x/
9
J'
OF PA
GENERAL LANDSCAPE NOTES
L THE LANDSCAPE CONTRACTOR SHALL GRADE PLANTING BEDS, AS REQUIRED, TO PROVIDE POSITIVE DRAINAGE AND PROMOTE
OPTIMUM PLANT GROWTH.
2, ALL RECOMMENDED TREES AND PLANT MATERIALS WILL BE GRADED AS NURSERY GRADE NO. 1 OR BETTER AS OUTLINED BY THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF PLANT INDUSTRY 'GRADES AND STANDARDS FOR
NURSERY PLANTS', 7TH EDITION, 1998 AS REVISED FROM TIME TO TIME.
3. ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA NURSERYMEN'S AND GROWER'S ASSOCIATIONS APPROVED
PRACTICES.
4. ALL PLANTS SHALL BE FERTILIZED WITH AGRIFORM 20 -10 -5 TABLETS AS PER THE MANUFACTURERS SPECIFICATIONS IN
CONJUNCTION WITH NOTE # 5.
5. THE PLANTING SOIL SHALL BE THE APPROXIMATE PROPORTIONS AS FOLLOWS, 50% SAND AND 50% ORGANIC MATERIAL CONSISTING
OF NATIVE PEAT, WELL - DECOMPOSED SAWDUST, LEAF MOLD AND TOP SOIL, IT SHALL PROVIDE A GOOD PLIABLE AND THOROUGHLY
MIXED MEDIUM WITH ADEQUATE AERATION, DRAINAGE AND WATER - HOLDING CAPACITY. IT SHALL ALSO BE FREE OF ALL
EXTRANEOUS DEBRIS, SUCH AS ROOTS, STONES, WEEDS, ETC.
6. ALL PLANTING AREAS SHALL RECEIVE A 3' LAYER OF RECYCLED HARDWOOD LOG MULCH, WHICH IS TO BE WATERED -IN AFTER
INSTALLATION.
7. THE PLANT MATERIAL SCHEDULE IS PRESENTED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR, IN THE EVENT OF A
DISCREPANCY BETWEEN THE PLAN AND THE PLANT KEY, THE PLAN SHALL PREVAIL,
8. PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT MEETING SPECIFICATIONS SHALL BE
REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE,
9. ALL TREE AND SHRUB LOCATIONS ARE SUBJECT TO CHANGE. ALL LOCATIONS SHALL BE APPROVED BY THE CITY PROJECT MANAGER
PRIOR TO PLANTING.
10.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING FULLY BOTH THE SITE AND THE BID DOCUMENTS,
DISCREPANCIES IN THE DOCUMENTS OR THE ACTUAL SITE CONDITIONS SHALL BE REPORTED TO THE CITY PROJECT MANAGER IN
WRITING AT THE TIME OF BIDDING OR DISCOVERY, NO ACCOUNT SHALL BE MADE AFTER CONTRACT COMPLETI ❑N FOR FAILURE TO
REPORT SUCH CONDITION, OR FOR ERRORS ON THE PART OF THE LANDSCAPE CONTRACTOR AT THE TIME OF BIDDING.
11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY APPLICABLE PERMITS AND LICENSES TO
PERFORM THE WORK SET FORTH IN THIS PLAN SET AND THE SPECIFICATIONS.
12.PLANT MATERIAL SHALL BE BID AS SPECIFIED UNLESS UNAVAILABLE, AT WHICH TIME THE CITY PROJECT MANAGER WILL BE
NOTIFIED BY TELEPHONE AND IN WRITING OF INTENDED CHANGES,
13,ANY AND ALL QUESTIONS CONCERNING THE PLAN SET AND /OR SPECIFICATIONS SHALL BE DIRECTED TO THE CITY PROJECT
MANAGER AT (727) 562 -4737.
14.THERE SHALL BE NO ADDITIONS, DELETIONS OR SUBSTITUTIONS WITHOUT THE WRITTEN APPROVAL OF THE CITY PROJECT MANAGER.
15.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE, IN WRITING, PLANT SURVIVABILITY FOR A PERIOD OF TWELVE (12) MONTHS FROM
FINAL ACCEPTANCE BY THE CITY PROJECT MANAGER.
16.ALL DIMENSIONS TO BE FIELD-CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO LANDSCAPE MATERIAL INSTALLATION,
DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE CITY PROJECT MANAGER,
17,ALL MATERIALS MUST BE AS SPECIFIED ON THE LANDSCAPE PLAN, IF MATERIALS OR LABOR DO NOT ADHERE TO SPECIFICATIONS,
THEY WILL BE REJECTED BY THE CITY PROJECT MANAGER WITH PROPER INSTALLATION CARRIED OUT BY LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST,
18.ALL PERMITS NECESSARY ARE TO BE PROVIDED BY THE INSTALLING CONTRACTOR UNLESS OTHERWISE SPECIFICALLY STATED IN THE
SPECIFICATIONS,
19,N0 CONTRACTOR IDENTIFICATION SIGNS SHALL BE PERMITTED ON THE PROJECT, EXCEPT FOR THE PROJECT INFORMATION SIGNS,
20,EXISTING SOD SHALL BE REMOVED AS NECESSARY TO ACCOMODATE NEW PLANTINGS.
21,ANY EXISTING SOD AREAS THAT ARE UNNECESSARILY DISTURBED DURING THE LANDSCAPE INSTALLATION SHALL BE RESUDDED TO
MATCH EXISTING.
22.THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR THE COLLECTION, REMOVAL, AND PROPER DISPOSAL OF ANY AND ALL
DEBRIS GENERATED DURING THE INSTALLATION OF THIS PROJECT,
MATCH EXISTING IF
EXISTING SIDEWALK
GRASS PLANTING OR OTHER
NON- WALKING SURFAC
6�+
RAMP CURB
GRASS PLANTING OR OTHER
N ❑N- WALKING SURFACE
4'/5'
6' 6' VERTICAL CURB
IN TRANSITION
. Q-
- cpN��,ljsT
4,p C"Cj< CURB EXIST, TYPE I CUR REMOVE BACK OF CURB FLOW LINE
IF EXISTING
RETURNED CURB RAMPS
VALLEY GUTTER CURB
CONC. RAMP
,TEXTURED SURFACE
Tp4
ISOMETRIC VIEW ThE XSLOPE OF THEA FLARED H IDE
SHALL NOT EXCEED 1211.
CURB DROP CURB
TRANSITION CURB TRANSITION BACK OF SIDEWALK
. -
\1211 MAX.
FLOW LINE SECTION B —B_
ELEVATION A —A NOTES,
4'
1, RAMPS ARE DESIGNED TO THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS
TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT,
2. RAMPS SHALL HAVE A TACTILE SURFACE, TEXTURED TO A DEPTH NOT EXCEEDING
TYPICAL SIDEWALK 1/8' BY USE OF TAMP OR ROLLERIN CONFORMANCE WITH REQUIREMENTS OF FDOT
CURB CUT RAMPS ROADWAY AND TRAFFIC DESIGN STANDARDS, DETAIL 304
PHYSICALLY HANDICAPPED
CITY INDEX NO, 1091 2 OF 3
N.T.S.
1 LANDSCAPING PLAN
SCALE! 1' = 30' --0' a
l °`:: �.'!' ;1
Lai
�'L '1N
APPRO'"'s- �': IOf [
BY.
A�� 1�I�d�:oamg ml�st be �.
!' Iii opproved Phan A
lki [}
1
fi
s
MAR 16 2011 I
REVISED 'r' =.ANS E
DEV ap%iE "�T & !
NEIGHBORHOOD SERVICES
_- CIr._Y C'F _G'.t.'_AR ,VAT ER�-
c
.Y
fJ
N
ad
c
o
W
WELL���
• .-
Cc
'-
IL
co
>
o
o
I
L
-
•a. .A•�
11.1
14'SAB
m
O o
Q
67.3'
UJ
r�
d'
14'SABE.
1
J
16'SABEL
N�
�N
7
..
I
N
A�%ptL�
IW I OAK
°
—
7
-' • ` A
EXIST,
I J
\ a
�
y
HEDGE
C
0
J
�
O
J
o�
Im I
EXIST.
SHRUBS
I
2
EXIST,
, .
d`
wo
I
• .
SHRUBS
✓'� `
fir
10'MAPLE
6'oAK .r...
— .s.P���
_.
;
�w
L
12'MAPLE
�) I
6
�.
EXIST.
is� ASPHALT
T
49 &
II
AL # OR
472 1
90/71
AIL
•A
I
1_ �_ J -1- _,_
-� 1 I 1
_L
IL
I
Y
1 I
1 1
I 1 I
15'
perD90It,AGE /> B�TIL, ESMT
N89059'50°W 22 (RI
3
\L-EXIST,
3 HEDGE �Oo
0 00
F
3
OR 4417
39/34
{p PLAT) E & UT]IL. EASEMENT er
1O0,00
4,
1259
A
1 A G�
1G�r�y�
% `,P �1-
"p
�y54,
\
\ 9 _ x/
9
J'
OF PA
GENERAL LANDSCAPE NOTES
L THE LANDSCAPE CONTRACTOR SHALL GRADE PLANTING BEDS, AS REQUIRED, TO PROVIDE POSITIVE DRAINAGE AND PROMOTE
OPTIMUM PLANT GROWTH.
2, ALL RECOMMENDED TREES AND PLANT MATERIALS WILL BE GRADED AS NURSERY GRADE NO. 1 OR BETTER AS OUTLINED BY THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF PLANT INDUSTRY 'GRADES AND STANDARDS FOR
NURSERY PLANTS', 7TH EDITION, 1998 AS REVISED FROM TIME TO TIME.
3. ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA NURSERYMEN'S AND GROWER'S ASSOCIATIONS APPROVED
PRACTICES.
4. ALL PLANTS SHALL BE FERTILIZED WITH AGRIFORM 20 -10 -5 TABLETS AS PER THE MANUFACTURERS SPECIFICATIONS IN
CONJUNCTION WITH NOTE # 5.
5. THE PLANTING SOIL SHALL BE THE APPROXIMATE PROPORTIONS AS FOLLOWS, 50% SAND AND 50% ORGANIC MATERIAL CONSISTING
OF NATIVE PEAT, WELL - DECOMPOSED SAWDUST, LEAF MOLD AND TOP SOIL, IT SHALL PROVIDE A GOOD PLIABLE AND THOROUGHLY
MIXED MEDIUM WITH ADEQUATE AERATION, DRAINAGE AND WATER - HOLDING CAPACITY. IT SHALL ALSO BE FREE OF ALL
EXTRANEOUS DEBRIS, SUCH AS ROOTS, STONES, WEEDS, ETC.
6. ALL PLANTING AREAS SHALL RECEIVE A 3' LAYER OF RECYCLED HARDWOOD LOG MULCH, WHICH IS TO BE WATERED -IN AFTER
INSTALLATION.
7. THE PLANT MATERIAL SCHEDULE IS PRESENTED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR, IN THE EVENT OF A
DISCREPANCY BETWEEN THE PLAN AND THE PLANT KEY, THE PLAN SHALL PREVAIL,
8. PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT MEETING SPECIFICATIONS SHALL BE
REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE,
9. ALL TREE AND SHRUB LOCATIONS ARE SUBJECT TO CHANGE. ALL LOCATIONS SHALL BE APPROVED BY THE CITY PROJECT MANAGER
PRIOR TO PLANTING.
10.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING FULLY BOTH THE SITE AND THE BID DOCUMENTS,
DISCREPANCIES IN THE DOCUMENTS OR THE ACTUAL SITE CONDITIONS SHALL BE REPORTED TO THE CITY PROJECT MANAGER IN
WRITING AT THE TIME OF BIDDING OR DISCOVERY, NO ACCOUNT SHALL BE MADE AFTER CONTRACT COMPLETI ❑N FOR FAILURE TO
REPORT SUCH CONDITION, OR FOR ERRORS ON THE PART OF THE LANDSCAPE CONTRACTOR AT THE TIME OF BIDDING.
11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY APPLICABLE PERMITS AND LICENSES TO
PERFORM THE WORK SET FORTH IN THIS PLAN SET AND THE SPECIFICATIONS.
12.PLANT MATERIAL SHALL BE BID AS SPECIFIED UNLESS UNAVAILABLE, AT WHICH TIME THE CITY PROJECT MANAGER WILL BE
NOTIFIED BY TELEPHONE AND IN WRITING OF INTENDED CHANGES,
13,ANY AND ALL QUESTIONS CONCERNING THE PLAN SET AND /OR SPECIFICATIONS SHALL BE DIRECTED TO THE CITY PROJECT
MANAGER AT (727) 562 -4737.
14.THERE SHALL BE NO ADDITIONS, DELETIONS OR SUBSTITUTIONS WITHOUT THE WRITTEN APPROVAL OF THE CITY PROJECT MANAGER.
15.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE, IN WRITING, PLANT SURVIVABILITY FOR A PERIOD OF TWELVE (12) MONTHS FROM
FINAL ACCEPTANCE BY THE CITY PROJECT MANAGER.
16.ALL DIMENSIONS TO BE FIELD-CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO LANDSCAPE MATERIAL INSTALLATION,
DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE CITY PROJECT MANAGER,
17,ALL MATERIALS MUST BE AS SPECIFIED ON THE LANDSCAPE PLAN, IF MATERIALS OR LABOR DO NOT ADHERE TO SPECIFICATIONS,
THEY WILL BE REJECTED BY THE CITY PROJECT MANAGER WITH PROPER INSTALLATION CARRIED OUT BY LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST,
18.ALL PERMITS NECESSARY ARE TO BE PROVIDED BY THE INSTALLING CONTRACTOR UNLESS OTHERWISE SPECIFICALLY STATED IN THE
SPECIFICATIONS,
19,N0 CONTRACTOR IDENTIFICATION SIGNS SHALL BE PERMITTED ON THE PROJECT, EXCEPT FOR THE PROJECT INFORMATION SIGNS,
20,EXISTING SOD SHALL BE REMOVED AS NECESSARY TO ACCOMODATE NEW PLANTINGS.
21,ANY EXISTING SOD AREAS THAT ARE UNNECESSARILY DISTURBED DURING THE LANDSCAPE INSTALLATION SHALL BE RESUDDED TO
MATCH EXISTING.
22.THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR THE COLLECTION, REMOVAL, AND PROPER DISPOSAL OF ANY AND ALL
DEBRIS GENERATED DURING THE INSTALLATION OF THIS PROJECT,
MATCH EXISTING IF
EXISTING SIDEWALK
GRASS PLANTING OR OTHER
NON- WALKING SURFAC
6�+
RAMP CURB
GRASS PLANTING OR OTHER
N ❑N- WALKING SURFACE
4'/5'
6' 6' VERTICAL CURB
IN TRANSITION
. Q-
- cpN��,ljsT
4,p C"Cj< CURB EXIST, TYPE I CUR REMOVE BACK OF CURB FLOW LINE
IF EXISTING
RETURNED CURB RAMPS
VALLEY GUTTER CURB
CONC. RAMP
,TEXTURED SURFACE
Tp4
ISOMETRIC VIEW ThE XSLOPE OF THEA FLARED H IDE
SHALL NOT EXCEED 1211.
CURB DROP CURB
TRANSITION CURB TRANSITION BACK OF SIDEWALK
. -
\1211 MAX.
FLOW LINE SECTION B —B_
ELEVATION A —A NOTES,
4'
1, RAMPS ARE DESIGNED TO THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS
TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT,
2. RAMPS SHALL HAVE A TACTILE SURFACE, TEXTURED TO A DEPTH NOT EXCEEDING
TYPICAL SIDEWALK 1/8' BY USE OF TAMP OR ROLLERIN CONFORMANCE WITH REQUIREMENTS OF FDOT
CURB CUT RAMPS ROADWAY AND TRAFFIC DESIGN STANDARDS, DETAIL 304
PHYSICALLY HANDICAPPED
CITY INDEX NO, 1091 2 OF 3
N.T.S.
1 LANDSCAPING PLAN
SCALE! 1' = 30' --0' a
l °`:: �.'!' ;1
Lai
�'L '1N
APPRO'"'s- �': IOf [
BY.
A�� 1�I�d�:oamg ml�st be �.
!' Iii opproved Phan A
lki [}
1
fi
s
MAR 16 2011 I
REVISED 'r' =.ANS E
DEV ap%iE "�T & !
NEIGHBORHOOD SERVICES
_- CIr._Y C'F _G'.t.'_AR ,VAT ER�-
�
c
.Y
; C .• '
N
ad
c
o
W
c'a
• .-
Cc
'-
IL
co
>
o
o
I
L
-
•a. .A•�
�
c
03 -15-11
REVIEW
n
U
N
ad
c
o
W
c'a
ct
'a
'-
co
a
>
o
o
I
L
-
N
C
11.1
W
m
O o
Q
0
UJ
r�
O
LU
J
06 o
m
V a
N
O
CZ
cc
\ a
�
y
U
J
W
O
C
0
J
�
O
J
o�
S
c
i
0
0
N
ww�� X
� W
O
Z
03 -15-11
REVIEW
W
Z
<
®�
M
W
I"
M
M
LLJ
Sheet Number
O
0
NQ
1-L.. 3:
�'NZ�U
-
11.1
W
�(
Q
0
UJ
r�
O
LU
J
N -
N
N
Revisions:
QCITY
03 -15-11
REVIEW
w
COMMENTS
d
0
J_
1002$.1
w
Date
Z
Q
UJ M 2
w w
Sheet Number
Z Uj ew u) a
�'NZ�U
CO
z
p�
z
o
r�
4
2
m
M
N
Project Number
LU
w Q
1002$.1
w
Date
i