811 CLEVELAND STi
�j
_ CLEVELAND
_ _ STREET
(R /W VARIES - ASPHALT PAVED)
CURB DEPRESSED
N89'58'Q0 "E 163,02' I --
0.2 1--' `
WEST
ORIGINALR/W
LINE
0
-
-------- - - - - -�
-
�
N 0-
LOT 14 a
a
W �I "LOTS"
�00
_
#802 w
W
0�
Oj
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ALL CROSS WALKS BOLLARDS
06'40.C. � a
Q �-
N
HEIGHT =21.7' 2,964 SQ. FT a /
#811
J
0STORM IA.Ii.
a
FIR
SN&
4
468 SF
NO ID
LB1 7
FENCE/(
-
5,0'
N
0
2E
o ON LINE(
o �_
0.1
LOT 1
I��
1 �
30' - 100'
20.6'
r
5.0
«-) W
Z
w
H
BLDG #23
o
LL
i
IV
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FLOOR =23.42
30' - 100'
BRICK
PA VED
70.7'/
z
E`
J
i a
14,610 SF (38.1%)
11
Boa
V)
C' ® OwM
A
7,502 SF (19.6 %)
N I ZN
0
_ CLEVELAND
_ _ STREET
(R /W VARIES - ASPHALT PAVED)
CURB DEPRESSED
N89'58'Q0 "E 163,02' I --
•' •♦ I
AVIS CAR RENTAL
♦♦ I O
1 J/
� � I � roO��0�4•►.t
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I � •
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r
LOT 6
�'� ►� ♦� ♦tee N♦Q ♦� ♦�� • / I�e� ♦� ♦� ♦� ♦tee ♦� ♦� ♦� ♦� ♦� ♦�
.�� 1♦ ♦e ♦e ♦e a ♦ee♦ ♦♦� ♦ ♦e ♦e ♦e ♦e ♦e ♦e ♦e ♦e ♦e ♦♦ ♦e ♦e
MYRTLE)
PROPOSED RESTAURANT
•
E
ONE W,
"DO NOT E
SIGN
EX. COVERED o NEW ADDITION
PATIO N 572 SO. FT. r
CP TOP - 2.2 {
♦ 1 0
_ 22'/
-
S 9 °58'03 "W
1OP= 21.93
CB IV =19.11
/ CURB CUT
v
i�
)T SITE TRIANGLE INDEX
No. 546 sHT. 3 OF 6
Ml
i i MH
T CONC SIDEWALK
u
>r �
SAN
0 N-V O.C.
RAISED PAVERS At
ALL CROSS WALKS
LOT 15
A S P H A L T
- ; `
(54.0
71
J
WM
N
SCO
� C
N &D APPARENT R/W LINE NORTH LIMITS OF PLAT _fl4071
2 � 270.00 -
0.2 1--' `
WEST
(NEIGHBOR)
.1'EAST
Z
LOT 3
"LOTS"
-------- - - - - -�
n
�
N 0-
LOT 14 a
a
W �I "LOTS"
a
_
#802 w
W
0�
~
C
L
ALL CROSS WALKS BOLLARDS
06'40.C. � a
Q �-
I
HEIGHT =21.7' 2,964 SQ. FT a /
#811
J
3
a
RESTUARANT'
Y
4
468 SF
HEIGHT-17.0' 5,411 SO. FT.
°t
PADUA LANE
0
13,660 SF
N
0
Q 24'PRIVATE ROAD
v
- - -
In
N
BLDG #801
1 �
30' - 100'
13.9'
BLDG #811
«-) W
W
H
BLDG #23
o
I - - - -
IV
E�
FLOOR =23.42
30' - 100'
54.
70.7'/
54.0 14 12.2`
4
14,610 SF (38.1%)
11
I
C' ® OwM
A
7,502 SF (19.6 %)
N I ZN
1,168 SF (3,1 %)
- - -
2,922 SF (7.6%)
IMPERMEABLE SURFACE AREA (I.S.R.)
37,157 SF (96.9%)
- - -
35,502 SF (92.69)
PARKING SPACES
21 SPACES
- - -
30 SPACES
INTERIOR LANDSCAPING M: DESIGNATION
0 SF / 0% OF VUA
- - -
1,480 SF / 10.13% OF VUAIO
�►1
mm
•' •♦ I
AVIS CAR RENTAL
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LOT 6
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.�� 1♦ ♦e ♦e ♦e a ♦ee♦ ♦♦� ♦ ♦e ♦e ♦e ♦e ♦e ♦e ♦e ♦e ♦e ♦♦ ♦e ♦e
MYRTLE)
PROPOSED RESTAURANT
•
E
ONE W,
"DO NOT E
SIGN
EX. COVERED o NEW ADDITION
PATIO N 572 SO. FT. r
CP TOP - 2.2 {
♦ 1 0
_ 22'/
-
S 9 °58'03 "W
1OP= 21.93
CB IV =19.11
/ CURB CUT
v
i�
)T SITE TRIANGLE INDEX
No. 546 sHT. 3 OF 6
Ml
i i MH
T CONC SIDEWALK
u
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RAISED PAVERS At
ALL CROSS WALKS
LOT 15
A S P H A L T
- ; `
(54.0
71
J
WM
N
SCO
� C
N &D APPARENT R/W LINE NORTH LIMITS OF PLAT _fl4071
2 � 270.00 -
-;
0.2 1--' `
WEST
(NEIGHBOR)
.1'EAST
Z
LOT 3
"LOTS"
-------- - - - - -�
n
�
N 0-
LOT 14 a
a
W �I "LOTS"
a
_
#802 w
W
0�
~
C
L
ALL CROSS WALKS BOLLARDS
06'40.C. � a
Q �-
I
HEIGHT =21.7' 2,964 SQ. FT a /
#811
J
3
a
RESTUARANT'
Y
4
468 SF
HEIGHT-17.0' 5,411 SO. FT.
°t
PADUA LANE
0
13,660 SF
N
0
Q 24'PRIVATE ROAD
v
- - -
In
N
BLDG #801
1 �
30' - 100'
13.9'
BLDG #811
«-) W
W
H
BLDG #23
o
I - - - -
IV
E�
FLOOR =23.42
30' - 100'
-;
0.7
W d
Z
- - -
I
-------- - - - - -�
n
S
LOT 14 a
4
W �I "LOTS"
a
_
#802 w
W
0�
~
C
L
ALL CROSS WALKS BOLLARDS
06'40.C. � a
Q �-
I
HEIGHT =21.7' 2,964 SQ. FT a /
S
J
1
a
1
J
6.448 115932
468 SF
,
0.3' _ :-
>
1 52.478 / 148.986
13,660 SF
WEST'
53.3'
(�
__z 2L - -
-
- - -
I11 ELEVATION
BUILDING HEIGHT (ft)
BLDG #801
O ( Q
30' - 100'
13.9'
BLDG #811
«-) W
30' - 100'
0
BLDG #23
o
c
IV
E�
FLOOR =23.42
30' - 100'
54.
70.7'/
54.0 14 12.2`
4
14,610 SF (38.1%)
163,02'
1,604 SF (4.2�
C' ® OwM
A
7,502 SF (19.6 %)
N I ZN
1,168 SF (3,1 %)
- - -
2,922 SF (7.6%)
IMPERMEABLE SURFACE AREA (I.S.R.)
37,157 SF (96.9%)
- - -
35,502 SF (92.69)
PARKING SPACES
21 SPACES
- - -
30 SPACES
INTERIOR LANDSCAPING M: DESIGNATION
0 SF / 0% OF VUA
- - -
1,480 SF / 10.13% OF VUAIO
mm
-;
0.7
W d
- - -
- - -
I
- - -
n
- - -
LOT 14 a
4
p
a
_
#802 w
W
�6
-RAISED PAVERS AT
~
C
L
ALL CROSS WALKS BOLLARDS
06'40.C. � a
J
I
HEIGHT =21.7' 2,964 SQ. FT a /
S
4,974 SF
1
a
#804 •!-
2 12.2'
468 SF
6.448 115932
468 SF
• l
r •ROPOSED 0
• • Sol FT. �.�
2'SRD CURB
_PARK _STREET_ _
(60'R /W- ASPHALT PAVED)
Q "0
O O
� 11)
N
I- M
Q
t
Cl- I
•�t
SAN MH
Iko cues 3 U Cleuer
SITE DATA EXISTING REQUIRED PROPOSED
0.7
A S P H A L T
- - -
- - -
o
d
- - -
- - -
- - -
N
4
0.9 (60 %)
p
_
#802 w
38,324 SF (.88 Acre)
RETAIL/ AUTO RENTAL: 8.45,- 16.89
v
d EXISTING RETAIL'
RESTAURANT
7,146 SF
5.768 / 11.536 (70%)
HEIGHT =21.7' 2,964 SQ. FT a /
,15.0'
4,974 SF
45.36 / 135.1 (100 %)
�
#804 •!-
2 12.2'
468 SF
6.448 115932
468 SF
n STORY
12,588 SF
1 52.478 / 148.986
13,660 SF
0 MASONRY /FRAM
FLOOR AREA RATIO (F.A.R.)
32.849
- - -
I11 ELEVATION
BUILDING HEIGHT (ft)
BLDG #801
u OF
30' - 100'
13.9'
BLDG #811
1= THE
30' - 100'
24'
BLDG #23
LOWEST
30' - 100'
IV
BLDG #802/ #804
FLOOR =23.42
30' - 100'
54.
70.7'/
54.0 14 12.2`
4
14,610 SF (38.1%)
163,02'
1,604 SF (4.2�
C' ® OwM
A
7,502 SF (19.6 %)
O
2'SRD CURB
_PARK _STREET_ _
(60'R /W- ASPHALT PAVED)
Q "0
O O
� 11)
N
I- M
Q
t
Cl- I
•�t
SAN MH
Iko cues 3 U Cleuer
SITE DATA EXISTING REQUIRED PROPOSED
ZONING:
- - -
- - -
- - -
LAND USE (CG):
- - -
- - -
- - -
BUILDINGS
4
0.9 (60 %)
0
LOT AREA:
38,324 SF (.88 Acre)
RETAIL/ AUTO RENTAL: 8.45,- 16.89
38,324 SF (.88 Acre)
GROSS FLOOR AREA (BY USE)
RESTAURANT
7,146 SF
5.768 / 11.536 (70%)
9,073 SF
RETAIL/ AUTO RENTAL
4,974 SF
45.36 / 135.1 (100 %)
4,119 SF .
RESIDENTIAL
468 SF
6.448 115932
468 SF
TOTAL
12,588 SF
1 52.478 / 148.986
13,660 SF
FLOOR AREA RATIO (F.A.R.)
32.849
- - -
35.649
BUILDING HEIGHT (ft)
BLDG #801
13.9'
30' - 100'
13.9'
BLDG #811
17'-G*
30' - 100'
24'
BLDG #23
11.4'
30' - 100'
IV
BLDG #802/ #804
21.7'
30' - 100'
21.7'
PAVED V.U.A. (sf.)
23,444 SF (61.2%)
- - -
14,610 SF (38.1%)
SIDEWALK AREA (sf.)
1,604 SF (4.2�
- - -
7,502 SF (19.6 %)
PERVIOUS AREA (sE)
1,168 SF (3,1 %)
- - -
2,922 SF (7.6%)
IMPERMEABLE SURFACE AREA (I.S.R.)
37,157 SF (96.9%)
- - -
35,502 SF (92.69)
PARKING SPACES
21 SPACES
- - -
30 SPACES
INTERIOR LANDSCAPING M: DESIGNATION
0 SF / 0% OF VUA
- - -
1,480 SF / 10.13% OF VUAIO
PARKING CALCULATION
REOUIE ED
PER TABLE 2 -902 "D-
RESTAURANT: 9,073 SF 5 -15 / 1000 = 45.36 - 136.10
RETAIL/ AUTO RENTAL: 4,119 SF 2 -4 / 1000 = 8.24 - 16.48
RESIDENTIAL 1 UNIT 1.5 PER UNIT = 1.5
TOTAL REQ'ED = 55.10 154.08
PROVIDED = 30 ON SITE
SHARED PARKING CALCULATION
0 COPYRIGHT 2009
THIS DRAWING IS THE PROPERTY Of
DESIGN iT, I.I.C. UNDER NO
CIRCUMSTANCE MAY THIS DRAWING
BE REPRODUUCED, PUBLISHED,
ALTERED OR USED IN ANY
WITHOUT WRITTEN AUTHORIZATION
FROM DESIGN IT, LLC.
Ca, W SM0ILU, 0 1 Ypro UH 1. SiG.10,
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270.00' 4071
Zon inn Approved
CITY OF CLEARWATER
P ANNING DEP .
BY
DATE
NOTES:
1. ALL MECHANICAL EQUIPMENT TO BE LOCATED ON THE ROOFS OF THE BUILDINGS.
2. ALL EXTERIR LIGHTING FIXTURES ARE TO BE LOCATED ON THE BUILDINGS.
ME MTaZ318, �1J 1p P. Il1JmS43
R0IV0
ra
SEF 15 200
DEVELOPMENT E&
NEIGHSORH00,0 SERVICES
CITY Cc Ct E _P�WATER_.._ -N
0 O
C:► Z 0
0
� �Lo
IOL
Lu 00
I O
C: I LL a) o
O o
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U 04 (9 00 0
Q 0. W z
r' Q <
-4 �.� U J In
(VjO/\ j 00 m W 0 N
> G
0
LU) o(Wor)
ISSUE DATE:
9/2/2009
REVISIONS:
1� 9/14/2009
DRAWN BY:
ECS
CHECKED BY:
REG
PROJECT NO.
WEEKDAY
WEEKEND
USE
NIGHT
MIDNIGHT
6 A.M.
DAY
9 A.M.
4 P.M.
EVENING
6 P.M.
MIDNIGHT
DAY
9 P.M.
4 P.M.
EVENING
6 P.M.
MIDNIGHT
RESIDENTIAL: 1.5
1.5 (100%)
0.9 (60 %)
1.35 (X%)
1.2 (80%)
1.35 (907)
RETAIL/ AUTO RENTAL: 8.45,- 16.89
.412 /.824 (5%)
5.768 / 11.536 (70%)
7.416 / 14.832 (90%)
8.24 / 16.48 (100 %)
5.768 / 11.536 (70%)
RESTAURANT: 45.34 - 136.00
4.536 / 13.608 (10%)
22.68 / 68.09 (509)
45.36 / 135.1 (100 %)
22.68 / 68.09 (507)
45.36 / 136.1 (100 %)
TOTAL
6.448 115932
1 29.348 / 80.476
54.126 / 152.282
32.12 / 85.77
1 52.478 / 148.986
270.00' 4071
Zon inn Approved
CITY OF CLEARWATER
P ANNING DEP .
BY
DATE
NOTES:
1. ALL MECHANICAL EQUIPMENT TO BE LOCATED ON THE ROOFS OF THE BUILDINGS.
2. ALL EXTERIR LIGHTING FIXTURES ARE TO BE LOCATED ON THE BUILDINGS.
ME MTaZ318, �1J 1p P. Il1JmS43
R0IV0
ra
SEF 15 200
DEVELOPMENT E&
NEIGHSORH00,0 SERVICES
CITY Cc Ct E _P�WATER_.._ -N
0 O
C:► Z 0
0
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Lu 00
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(VjO/\ j 00 m W 0 N
> G
0
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ISSUE DATE:
9/2/2009
REVISIONS:
1� 9/14/2009
DRAWN BY:
ECS
CHECKED BY:
REG
PROJECT NO.
W
LJJ ( �LL1
Q
Q Q
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CONFLICT MH
CLEVELAND STREET
(R /W VARIES- ASPHALT PAVED)
ORIGINALJ�L W LINE -
F_
�t I00
ai G® N
N CURB DEPRESSED
INM
Iv
WP WV WP WV
FIR 7T7-\ 3 KM a
SN& NO_ID NS 'O " 163.0 ' Nj� APPARENT R/W LINE NORTH LIMITS OF PLAT 4071
L81 7 a��aQaa W ° a 5.0' W - e C . � 54.0') 0.2 27 0.00
aaaa .04Aaa 20.1 e
iaaaaaaaaaaa )
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29.6' ;i.0 o WP .
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11C 141C 0 � VVi
bi F
_ QeQaQ�aaa�a N
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OR 0 _
i0
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FO +1%
nib.
i.
10 �
R'9
D1 'PLAY
/
VEHICALS
ONIY
iL #801
AVIS CAR RENTAL G
655 SO. FT.
25.2' 0
C===3 I== O C�
I
LOT 16
tF VF
DDDD DYICYI(Yl wV DDD DD DD DD DD D
lI�A�AII EEEEEE ��l��lffffllil
#23(SOUTH MYRTLE)
PROPOSED RESTAURANT
HEIGHT-11.4' 1,355 SO. FT.
Gi
LOT 15
A S P H A L T
EX. COVERED o NEW ADDITION
PATIO 572 SO. FT. N
G VF lV_
O 82 27 -\ 22'/ /
.e . .o . . . . .e; .o .e. .e.`o6 4
Haase a eeenoeeeeeeeeeeeeneeec
- S 9'58'03 "W
CURB CUT
Gv
° GV
•
-PARK _STREET
_
(60'R /W- ASPHALT PAVED)
5
EI I
MI► � I
PROPOSED 0! 00ITION
LOT 3
;811
RESTUARANT'
HEIGHT-17.0' 5,411 SO. FT
WEST (NEIGHBOR)
0.1'EAST
d N d-
r�
(ox
Ln
N
M
0.3=
WEST
53.3'
0 o c� o
LOT 14
i
_ DUMPSTEP
/
ir 0
/ A S P H A L T
"LOTS"
Y
PADUA LANE
Q 24'PRIVATE ROAD
Z
'W' �I "LOTS"
V
�I
JI
�I
O I ��
<
d �
M �
W
I' Z Ln
/
#802
Q N
SHRUBS
EXISTING RETAIL'
GROUND COVER
O
HEIGHT-21.7' 2.964 SO. FT a
15.0'
DIANELLA TASMANICA 'VARIEGATA'
L9
�82
f 2/2009
Zo
3" -4" SOIL SAUCER
°
I
STORY
i
0
o4 MASONRY /FRAM
ELEVATION
I = c
l i�I I
i
OF
T
L THE o
BY:
SET ROOTBALL ON UNDISTURBED SOIL.
= LOWEST
CHECK
MIN. 36" ROOTBALL DIAMETER.
FLOOR-23.42
'
7o.7'i
54.0 i
163.02'
M�
®
p
0
2'SRD CURB
"LOTS"
Y
PADUA LANE
Q 24'PRIVATE ROAD
Z
'W' �I "LOTS"
V
�I
JI
�I
O I ��
<
Iri
W
I' Z Ln
I COMMON NAME I BOTANICAL NAME
C14
C14
Q N
SHRUBS
vF
GROUND COVER
VF
305
L1. W
DIANELLA TASMANICA 'VARIEGATA'
AS REQUIRED FOR GROUND COVER
(Wire to tree)
f 2/2009
Zo
3" -4" SOIL SAUCER
°
I
o
i
0
I W
EXISTING SOIL
J
O a
S
a
N
a
I'
I,
0
0
a
0 IN In
Q v
® COPYRIGHT 2009
THIS DRAWING IS THE PROPERTY Or
DESIGN IT. LLC. UNDER NO
CIRCUMSTANCE MAY THIS DRAWING
BE REPRODUUCED, PUBLISHED,
Irrigation Requirements ALTERED OR USED IN ANY WAY
1. Pursuant to Section 3- 1202.C,1: For multifamily and nonresendital properties an automatic permanent WITHOUT WRITTEN AUTHORIZATION
irrigation system providing complete water coverage for all required and other landscaping materials shall be FROM DESIGN IT, LLC.
provided and maintained as a fuly functioning system in order to preserve the landscaping in a healthy growing
condition.
2. Irrigation systems must utilize low volume design such as low trajectory heads or soaker hoses to provide direct
application and low evaporation. Systems that overspray areas that do not require irrigation, such as paved
areas will not be acceptable. High irrigation need areas must not overspray low need areas.
3. High water demand landscape areas such as turf must be served by a separate irrigation zone than low
water need areas, such as planter beds, or mulched areas with trees. In no case, shall any planted vegetation I SEUEO �`o °o� EO i + "°u�eii`oMSZecoRo
area be more than 50' from a water supply hose bibb.
d �gtert E,. Gregg FL #9927
4. Automatic irrigation systems must be operated by an irrigation controller capable of differentiating be r ° 54 ct #81s #z33s
KY #3396 f J 115 40H 98
the schedules of high and low water demand areas. Controllers must have multiple cycle start capacity SCN931tva 4 L: e 334
flexible calendar program able to be set to comply with local or water management district imposed r`.
restrictions.
5. Automatic irrigation systems must be equipped with a rain sensor device or switch which will override th$� -� 0'
b
irrigation cycle of the sprinkler system, when adequate rainfall has occurred. 4
6. Shallow wells, open surface water bodies, or reclaimed water must be used as a source of irrigation wat ..�;�;1 "
The distribution system for irrigation must not be connected to county or municipal water sources, % %UuNessjt
can be demonstrated that these sources are not available. 'S r ` t f
Shrubs and Hedges, �. I
1. Shrubs shall be minimum 3 gallon container grown 24 inches in height, measured above adjacent pavement
surfaces required to be buffered and/or screened, and spaced IS to 36 inches on center, as noted on the i
landscape plan. o
2. Plants shall be 36 inches in height one year after planting, and maintained at 72 inches, except for visibility at
intersections and where pedestrian access is provided. a, EL
3. Hedges as required in buffers shall be planted in rows and maintained so as to form a continuous unbroken N
visual screen within one years time of installation except where street visibility is required by code. 25 feet along'
the abutting right -of -way lines measured from the point of intersection. the third side of the triangle shall be a
line connecting the ends of the other two sides, _ v
Ground Covers'
1. Ground covers shall be installed in a manner which represents a finished appearance and complete '
coverage. ..
2. Stone, gravel, or artificial ground cover shall not be utilized in the required landscape area. I e Cq v
Organic Mulch
1. A three inch layer of organic mulch shall be placed around all newly installed trees, shrubs, and ground cover
plantings.
2. Each tree and shrub shall have a ring of organic mulch 24 inches beyond its trunk in all directions.
I
3. Cypress mulch shall not be used. MMI
PROPOSED PLANTING LIST
SYMBOLI
QTY.
I COMMON NAME I BOTANICAL NAME
TREES
WP 47 WASHINGTON PALM WASHINGTONIA ROBUSTA 14' C.T., STRAIGHT TRUNK, BOOTED, MATCHED
SHRUBS
WV 261 WALTER'S VIBURNUM VIBURNUM OBOVATUM MIN. 24" HT., 18" SPR., 3 GAL., 36" O.C.
GROUND COVER
VF
305
VARIEGATED FLAX LILY
DIANELLA TASMANICA 'VARIEGATA'
AS REQUIRED FOR GROUND COVER
AL NDS)CAPE PLAN
L� AR& - \S BE]WEEN STREEI� APPR VIED NOTED
PAVEMENT AND PARKING LOT
"0 BE TURFED OR RECEIVE OTHER BY:
# ANDSCAP ;�(: TWA.TMFNT. 0A
All landscaping must be property
Instalw per approved plan prior
to CO Inspection,
unspe 5m faes ate mcmdcfty
ALL LANDSCAPING TO BE PROTECTED
12.2' I FROM VEHICULAR OR PEDESTRIAN
TRAFFIC BY A MINIMUM SIX INCH
I' HIGH CURBING AND WHEEL STOPS
12.2' 407r1D I 270.00' -
O WM
GRAPHIC SCALE V =20'
1 Ulm
20 10 0 20
ANY CtiANGES iiN S+ ECIE5,
SPECIFICAWNS, OR DESir!`,
i)V pAoUT THE CONSENT OF TW
PLANNING I;IRECTOR REND,R''EXISTI
'11RCMCINI [01UPEI;
FOR INTERIOR ISLANDS
Min 50% Coverage wlf,
°wing 1materidl
FCM
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SHRUB PLANTING DETAIL
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CIGAR CUT PALM BUD AND FRONDS
PALM FROND BOOTS TO REMAIN INTACT
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(3) 2'x 4" WOOD CLEAT
(3) 2" X 4" WOOD BRACE
1
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(Wire to tree)
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R�EVISI�Ns:
3" -4" SOIL SAUCER
I
3" MULCH LAYER
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(3) 2" X C X 301' WOOD STAKE
EXISTING SOIL
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T
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PREPARED BACKALL (See Note # 7)
BY:
SET ROOTBALL ON UNDISTURBED SOIL.
I ECS
CHECK
MIN. 36" ROOTBALL DIAMETER.
TYPICAL
PALM TREE PLANTING
PROJE�T
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ISSUE DPTE:
9
f 2/2009
R�EVISI�Ns:
9/14/2009
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DRAW
BY:
I ECS
CHECK
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REG
PROJE�T
NO.
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-2
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14'— 8"
I
F— I
6" dia. Steel bollards
• conic. Filled (typ)
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I'I o o� I'I
48" I I o 17
v1
Max I clearance min.
FIT00
4
Min.
swing gate (typ.)
PLAN
drop pin hole
N. T. S. (typ.)
NOTES:
y 1. ALL DUMPSTER'S TO BE LOCATED WITHIN AN APPROVED
ENCLOSURE.
> 2. THE EXTERIOR OF THE DUMPSTER ENCLOSURE TO HAVE A
s STUCCO FINISH THE SAME COLOR AS THE BUILCING.
Tie beam with
145 rebar continuous
12' �1 swing gate (typ.)
clearance min. r I
I `-145 at 4' center
6 drop pin
(typ-)
1
Grade
4"
8 Z3,000 p.s,i. concrete slab with fiber
8 "x i b" concrete footing mesh reinforcing - monolithic, min
6" thickness, 6 "x6 "/ 10x10 W.W.F.
w/ 2- #5 rebar (typ.)
ELEVATION
N.T.S.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
DATE
2 8/16/04 Rev. Notes B.V.D. DRAWN E.A. BY 6/01
1 4/9/02 Rev. Notes R.G. CHECDKED BY DUMPSTER ENCLOSURE INDE01NO.
DESIGNED BY SINGLE
REV. DATE DESCRIPTION APP. TG I OF 3
/ HANDICAPPED SIGN
/ SEE INDEX NO. 119
CONC. WALK I RANP DOWN
SEE INDEX NO. 109
6" WIDE TRAFFIC BLUE
STRIPE (TYPICAL)
CONC. WALK
6" WIDE TRAFFIC WHITE
STRIPE (TYPICAL)
V
TRAFFIC WHITE
0
+
6" STROKE
p ( IYPICAL)
Q'
NOTE:
All pavement markings to be thermoplastic.
2' (TYPICAL)
12' -0" 5' -0"
L 17' -0'
TYPICAL SINGLE HANDICAPPED STALL
CITY INDEX NO. 118; 1 OF 2
N.T.S.
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
By TYPICAL SINGLE �-
aY i HANDICAPPED STALL
REV. I DATE I DESCRIPTION I APP.
01/09
IDEX NO.
118
1 OF 2
NOTES::
1.) WALLS
a.) New construction: maximum 6' -0' high and constructed
of concrete block (8 "x8 "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 mode of the some materials as long as they are made of
opproved opaque material.
2.) FOOTINGS
8 "x16" concrete w 12— #5 continuous rebor 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 — #5i vertical rebor tied to footer steel at each corner and
every 4' Q.C.
5.) GATES
Constructed of min. 1 -1/2" diameter galvanized tubular steel
w /privocy —type slats inserted in galvanized steel mesh fabric,
hinge— mounted on min. 3° diometer goivonized steel post.
(Gates and post constructed and installed per applicable building
code by licensed fence contractor).
6.) DROP PIN
1/2" dio. 18" long metal rod gate latch. Provide 3/4" dia. hole
6" into concrete for rods. In osphalt provide a 3/4" P.V.C.
sleeve, 6" I 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 bollord filled with concrete,
painted tr?ffic yellow, imbedded 3' -0" deep in 18" concrete
foundation, (See Detail)
— 2 -1 /2" min
1
7 -3/4"
TVPG A
CONCRETE MASONRY WALL CONSTRUCTION
Materials, construction and quantity control of masonry shall be in accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied as specified in UBC, Section 2404 (f),
during grouted masonry work.
1. All reinforcing steel shall be deformed bars conforming to ASTM A -615,
Grade 60. Vertical reinforcement shall be placed in the center of the
masonry cell, and shall be held in position at the top and bottom.
2. If a slab dowel does not line —up with a vertical core, it shall not be sloped
more than one horizontal in six verticals (1:6).
3. Horizontal wall reinforcement shall be standard truss type DUR —O —WALL (or
equivalent) at 16' o.c..
4. Hollow Lood — beoring Concrete Masonry Units shall be normal weight
conforming to ASTM C -90, with a minimum compressive strength of 1,900
PSI.
5. Mortar shall be type M or S, in accordance with ASTM C -270. Place all
masonry in running bond with 318" mortar joints. Provide complete coverage
face shell mortar bedding, horizontal and vertical.
6. Coorse grout shall conform to ASTM C -476, with a maximum aggregate size
of 3/8 ", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at
28 days.
7. Minimum 3" X 3" clean —out holes (saw —cut) are required at the bottom course
of all cells to verify grout placement. Clean —outs shall be sealed after
masonry inspection — provided in accordance with ACI 531 -4.6, and before
grouting.
8. Prior to grouting, the grout space shall be clean, with no mortor projections
greater the 13j ", mortar droppings or other foreign material. All cells shall be in
vertical alignment, and shall solidly be filled with coarse grout as specified.
9. During placing, grout shall be consolidated with flexible cable vibrator. First
grout pour shall be stopped a minimum of 1 — 1/2" below the top of the
middle bond beom masonry.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
2 08/18/04 Rev. Notes B.V.D. DRAE BY 8/01
1 4/9/02 Rev. Notes R.G. CHECKED BY DUMPSTER ENCLOSURE INDEX NO.
D.M. NOTES 701
DESIGNED BY
REV. DATE DESCRIPTION APP. T0. 3 OF 3
CONCRETE 10 BE 3,UOU F5l, WIIH HULK MtJN KEINYOKCING.
2"min
04
ZV
NOTES:
1, WHEEL STOPS TO BE PLACED 2 BACK,
AS SHOWN ABOVE. CENTERED IN THE PARKING
STALL
2. WHEEL STOPS CAN BE PAINTED IN A
#3 Bar (.. 7.112" #3 Bar CONTRASTING COLOR SUCH AS
Typical I TYPE C Typical GRAY, YELLOW OR BLACK.
BLUE SHALL BE USED FOR HANDICAP
PARKING STALLS.
WHEEL STOPS REINFORCED CONCRETE
CITY INDEX NO. 117; 1 OF 1
N.T.S.
REV. I DATE I DESCRIPTION I APP,
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
REDNAA O 8Y WHEEL STOPS o AE
ICHECKED BY REINFORCED CONCRETE INDEX N0.
117
1 OF 1
r
® COPYRIGHT 2009
THIS DRAWING IS THE PROPERTY OF
DESIGN 1T, I.I.C. UNDER NO
CIRCUMSTANCE MAY THIS DRAWING
BE REPRODUUCED, PUBLISHED,
ALTERED OR USED IN ANY WAY
WITHOUT WRITTEN AUTHORIZATION
FROM DESIGN IT, I.I.C.
VA!,Li4 L. I1D '.
sFALtO A "D DAtED Is I", C"tti O" !!COLD
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11 t765S},Ci #8153 M233
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ISSUE DATE:
9/2/2009
REVISIONS:
10 9/14/2009
DRAWN BY:
ECS
CHECKED BY:
REG
PROJECT NO
8 C -3
1