830 COURT STAT 6 10 (TYP) RT TREET
ASPH. PAVEMENT
SIGHT TRIANGLE NOTE:
ALL LANDSCAPE WITHIN THE SIGHT TRIANGLE SHALL NOT EXCEED
30" IN HEIGHT.
PROPOSED PLANT LEGEND
SYM.
NOTE
COMMONNAME
SCIENTIFIC NAME
TYPE / QUALITY
NATIVE
QUAN.
NOTES – SPACING
07-027
QV
LIVE OAK
QUERCUS VIRGINIANA
HAD T
E REE
3 GALLON
3
10° HEIGHT
2.5" CALIPER
AS
AS
00 W W
FLA. #1 GRADE
C)
0
SHOWN
SHOWN
PC
CANARY ISLAND
PHOENIX CANARIENSIS
SPECIMEN PALM
FLA. #1 GRADE
3 GALLON
2
10' CLEAR AND
STRAIGHT
– AS
AS
65 007'-x'
NAME SEAL NO.%,
TRUNK
SHOWN
SHOWN
WR
WASHINGTON PALM
WASHINGTONIA ROBUSTA
SHADE TREE
6
25'– 3a' HIGH
~ AS
36" ON
VIBURNUM
FLA. #1 GRADE
5 GALLON
186
SHOWN
CENTER
PR
PYGMY DATE
IMPATIENS - WHITE
ACCENT TREE
1 GALLON
4
8' CLEAR AND
M AS
12" MIN.—
PALM
PHOENIX ROEBELENII
FLA. #1 GRADE
STRAIGHT TRUNK;
SHOWN
SPACING
Pm
PODOCARPUS
PODOCARPUS
ACCENT TREE
8
&CLEAR AND
AS
MACROPHYLLUS
FLA. #1 GRADE
STRAIGHT TRUNK,
SHOWN
RIGHT OF WAY NOTE:
ALL TURF WITHIN THE RIGHT OF WAY WILL BE MAINTAINED OR
REPLACED PRIOR TO C.O.
LA NI
P�j
u.
LANDSCAPE TREMMENT REQUIRED
FOR INU'1110 ISLANDS
Jvinn- ninfr"arinis
ALL landscaptng mml be properly
Indolled P83T approved p!an prior
to CO Impaction,
TWO fcm, 0-3 Muldecl
ALL LANDSCAPI,%in, To BE PROTECTED
FRDM VEH!CULAR OR PEDESTZhl
TRAFFIC BY A MINIMUM SIX INCH
HIGH CURENIG AND WHEEL STOPS
-LL AHLAZi t�tlVicrniowtc!
t-AVEMENIfAf,.JD PAR"KING L(D't
�%D llE'r0RF'17D OR RIE-CENE OTHnv
1, No 1 D S C A F1 N G Sr i'AT M F INN"
ANY fl,!'jPLC2-
Ju
pi,kNNING DePECTCR RUCIF"'
I
O o 0
61-'A'm MKOM ZZ41 I 2MMM9 WA*gM 101 IN MR I gol 112 a
CLIENT
REVIEWED BY: MDC
DRAWN BY: BILM
DESIGNED BY: BLIVI
jz� <
0 r–
co
PROJECT NUMBER
07-027
CCCD
J C
SHORE JUNIPER
JUNIPERUS CON A
3 GALLON
500+
AS GROUND
AS
00 W W
UJ
0 CD 0 w
C)
0
COVER
SHOWN
C
YELLOW LANTANA
LANTANA CAMARA
3 GALLON
231
AS MEDIUM 18"
AS
65 007'-x'
NAME SEAL NO.%,
SHEET TITLE
HIGH PLANTING
SHOWN
Vs
SANDANIQUA
VIBURNUM
100% CO T. –
36" ON
VIBURNUM
SUSPENSUM
5 GALLON
186
HEDGE. 36" HIGH
CENTER
1W
IMPATIENS - WHITE
IMPATIENS WALLERANA
1 GALLON
AS
ANN UAL BED –
12" MIN.—
– ANNUALS –
SHOWN.
– FOR COLOR.
SPACING
RIGHT OF WAY NOTE:
ALL TURF WITHIN THE RIGHT OF WAY WILL BE MAINTAINED OR
REPLACED PRIOR TO C.O.
LA NI
P�j
u.
LANDSCAPE TREMMENT REQUIRED
FOR INU'1110 ISLANDS
Jvinn- ninfr"arinis
ALL landscaptng mml be properly
Indolled P83T approved p!an prior
to CO Impaction,
TWO fcm, 0-3 Muldecl
ALL LANDSCAPI,%in, To BE PROTECTED
FRDM VEH!CULAR OR PEDESTZhl
TRAFFIC BY A MINIMUM SIX INCH
HIGH CURENIG AND WHEEL STOPS
-LL AHLAZi t�tlVicrniowtc!
t-AVEMENIfAf,.JD PAR"KING L(D't
�%D llE'r0RF'17D OR RIE-CENE OTHnv
1, No 1 D S C A F1 N G Sr i'AT M F INN"
ANY fl,!'jPLC2-
Ju
pi,kNNING DePECTCR RUCIF"'
I
O o 0
61-'A'm MKOM ZZ41 I 2MMM9 WA*gM 101 IN MR I gol 112 a
CLIENT
REVIEWED BY: MDC
DRAWN BY: BILM
DESIGNED BY: BLIVI
jz� <
0 r–
co
PROJECT NUMBER
07-027
cu
U)
c -4
cq w
00 W W
UJ
0 CD 0 w
C)
0
9uj D
lzo
ca 0C-)N
Matthew D. Campo 53988 D'
65 007'-x'
NAME SEAL NO.%,
SHEET TITLE
rio x
I - A&
ill rz
I
I
FERTILIZER TA5LET5 A$
SPECIFIED PLACE UNIF0RMLr
ROOT MA!56
BETWEEN MIC)DLE ANC)
50TTOM OF ROOT MA55
_ y Zff*1*JW3ZVffAi
9U- -
1ti 7,
y dill � tyttw
ROOT 5ALL-
PLANTING
ROOT r
BALL ! +
FINE TREE �'�.I�f�TING DETr41l..
WT.S.
012 GAUGE WIRE AND
•r
rr k
NOTES:
I, ALL WOOD SHALL BE SPRUCE OR PINE -MOT PRESSURE TREATED.
2. CROSS TTS SHALL NOT CROSS OVER NCC Y ROOTS.
3. REhO'/E ALL STRING &JCR t E WRAPPED AROUND TRUNK.
4. REM71'E ALL STRAPS, ROPES, W RE, & /GR STRINGS USED TO LIFT THE ROOTBALL,
S. REMOVE ALL 6URLAP &NOR WED FROM TIE w TOP OF THE ROOT BALL.
6. TOP CF ROOTBALL TO E SET 2° BELCd f `nSH SURROU !PING FIMSH GRADE.
a r11 t
pl
3 TO S TV_5 -HE WIDTH
OF TIE ;;,BALL
MULCH 3' FROM TRUNK
MULCH 3' DEPTH
TILLED AND LOOSENED
NATIVE SOIL BACK FILL
FERTILIZER TABLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BETWEEN
MOBILE AND BOTTOM
OF ROOT MASS.
EnIllimmillam
2 -2 "X4" STAKE W1
LUNG TAPER MIN. 18°
INTO UNDISTURBED
SOIL.
C.R`t.1RRd1 P d0.N°rRP.d AY9TF4
1. 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 wilt 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 true to time.
3. All planting shall be done in accordance with the Florida Nurserymen's and Growers Assobabons approved practices.
4. All piants shall be fertilized with Agd orm 20 -10 -5 tablets as per the manufacturers specifications in conjunction with
note m5.
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" Payer 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. AI locations shall be approved by the City Project %tanager 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 completion 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 shaft 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 Protect Manager at
(727) 562 -4737.
14. There shall be no additions, deletions or substitutions without the written approval or 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 Proect Manager,
16. All dimensions to be field- checked by the Landscape Contractor prior to landscape material installation_ Discrepancies
shalt 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.
CITY Eh F LORIDA
W-14
HURRICANE CUT OR FULL HEAD
BASE OF LEAF BUD
�
ENGINEERING
SEE SPECIFICATIONS
BASE OF HEART/NUT OF PALM
IRRIGAT10N NOTES
NOTE: BUD SHALL BE PERPENDICULAR
-�°
-
TO GROUND PLANE. TRUNK SHALL BE
STRAIGHT AND WITHOUT CURVES,
c-
NO SCARRED OR BLACKENED TRUNKS.
s
w
BURLAP TO PROTECT TREE- -
MINIMUM 5 LAYERS
Y
Z
2 NON -SLIP METAL COLLARS
(6) 2 X 4 WOODEN STRIPS OVER BURLAP
< o
Z
6' SOIL SAUCER TO HOLD WATER
PLANT PALM 0' TO 2' ABOVE GRADE
w
3° MULCH, REFER TO SPECIFICATIONS
"1
(3) 2 X 4 BRACES NAILED TO 2 X 4
c
WOODEN STRIPS
°iTT=
6
IIII
2" X 4' X 3' STAKE
=VIII=
FINISH GRADE (IIII ®^
I
=�
IIIIIII IIII
VIII= IIiII°
= 11111 ll�ll=
ill�f
NATIVE SOIL BACKFILL OR AMENDED SOIL
ROOT BALL
III%
AS REQUIRED BY SOIL ANALYSIS
=11111
=llllf =11111
COMPACTED SOIL TO PREVENT SETTLING
RECEIVING HOLE SHALL BE _�
�Ilq =!IIII
APPROXIMATELY 2` LARGER THAN
I =11111 �11I�
EXISTING SUBGRADE
ROOT BALL DIAMETER
C.R`t.1RRd1 P d0.N°rRP.d AY9TF4
1. 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 wilt 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 true to time.
3. All planting shall be done in accordance with the Florida Nurserymen's and Growers Assobabons approved practices.
4. All piants shall be fertilized with Agd orm 20 -10 -5 tablets as per the manufacturers specifications in conjunction with
note m5.
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" Payer 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. AI locations shall be approved by the City Project %tanager 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 completion 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 shaft 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 Protect Manager at
(727) 562 -4737.
14. There shall be no additions, deletions or substitutions without the written approval or 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 Proect Manager,
16. All dimensions to be field- checked by the Landscape Contractor prior to landscape material installation_ Discrepancies
shalt 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.
■ r!
LA
CITY Eh F LORIDA
W-14
h rf M 1I
PUBLIC WORKS
ADMINISTRATION
�
ENGINEERING
IRRIGAT10N NOTES
MOM
■ r!
LA
CITY Ir #` y`
W-14
PUBLIC WORKS ADMINISTRATION
ENGINEERING
LANDSCAPE STANDARD
e o Q
PR CERTIFICATE OF AUTHORIZATION + 6
PROJECT
k .'
CLIENT
REVISIOUS
MEN
DRAWN r r r
DESIGfIED BT:
r
L AS -
Ir
L k- -0, OU ;AIL
t 1
| �-/-� F-'k | F-\
| �\��i�|����
��������. ���
TO BE REMOVED
�------------^
PROPERTY []NE
SILT FENCE
/
I-
�������- --' '--- �--'
EROSION/TURBIDITY
NTR NOTES
1
_
THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE
CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO
ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION
| -
THROU�HQUT THE U FE OF THE CONSTRUCTION PHASE.
2.
THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE
CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL
USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID VNg-ER D|SCHARGE, WHILE SANDY
| i
MATERIAL MAY NEED ONLY SILT SCREENS DR HAY BALES TO PREVENT EROSION, FLOATING
| i
/
TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES
MAY BE REQUIRED TO PREVENT TURBID 5TORWW/TER RUNOFF FROM BEING DISCHARGED T0
WETLANDS OR OTHER WATER BODIES, IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF
/
/
BARRIERS, DITCHES AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT.
/
LAW
3.
CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL BE RESTRICTED TO THOSE
.
.
AREAS IDENTIFIED |N THE PLANS AND |N THE SPECIFICATIONS
4.
EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS OR IN A POSITION CLOSE
616m
ENOUGH THERETO TO BE WASHED AWAY BY HIGH WATER OR RUNOFF.
5^
WHERE PUMPS ARE T0 BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS. THE
WATER SHALL BE TREATED PRIOR TO DISCHARGE T0 THE WETLANDS. TREATMENT METHODS
INCLUDE AND ARE NOT LIMITED TD` TURBID WATER BEING PUMPED INTO GRASSED SWALES DR
APPROPRIATE VEGETATED AREAS' SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE
SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE
Y&»JER QUALITY STANDARDS.
6.
THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED
/
E | S� | (
)�
ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED. UNCOMPLETED
// �
CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACT|CABLE, CLEARING AND
� { | | �� ��/ | ( } �� F-
' v_/ `~� | \ L_�/ ! \~� �� L_
GRUBBING SHALL BE SO SCHEDULED AND 3PERFORMED THAT GRADING OPERATIONS CAN FOLLOW
IMMEDIATELY THEREAFTER AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED THAT
`
PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON
E
D
THE PROJECT PERMIT.
- ''�� }�
��� o
7 .
u
THE COMTR�CT0� AN OWNER'S REPRESENTATIVE SHALL PROVIDE ROUTINE MAINTENANCE OF
//
PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND
ALL BARED SOILS ARE STABILIZED.
8 .
SILT FENCE SHALL BE LOCATED AT THE PERIMETER �F CONSTRUCTION U��8 AS DEFINED BY
.
FIELD CONDITIONS. -
� �
CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER (HAY BALES OR
SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND
WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE
,---- \�/ N
T�
\\A\_//� 0|\
MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT
SITE. |F, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHOR|T|ES, EXCESSIVE QUANTITIES
SHALL/\
|
| �' \8/ / ` | | |
--'\~/\_]
OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE DR BY VEHICULAR TRAFFIC,
��|
�/�\�-[-
`'�/�\VV i
THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/0R
AND/OR
tr----"
E
M
N
AUTHORITIES.
^ `
�
//
' `�~
10.
IF VV/ND EROSION BECOMES SIGNIFICANT DURING CONSTRUCDDN, THE CONTRACTOR SHALL STABILIZE
r~!,_ -~ . . . �~ �_ n y�_. ,_~ �
0
THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS.
` �,"'` '`°'``v
''O'"
ZD- ���A�� R_(lNA
(CANTED ./
-FILTER FABRIC
`
�
POST (OPTIONS 2"X4"
N`
���- ( `|(�J--^
�������� v
S/-\W --- \~� �� � '(� . .....
U�" I V L 7 L
REMO\ v / E,,,D:: UOURT STREE
R E M u/-'\ V E D
'l--~-�-~~-�-/�����������
�������- --' '--- �--'
--- '--- --- --- ---
SILT FENCE DETAIL
NTS
,`
/� l �^�����'� �i�'
k- CURB AND GUTTER
2.
M� M�
PROJECT TITLE
CLIENT
OPEN
ti
STORMWATER HAS BEEN PROVIDED OFF —SITE IN THE CITY OF
CLEARWATER DOWNTOWN REGIONAL POND.
• INSTALLATION
ALL PROPOSED STORMWATE R.C.P. SHALL BE PER THE CITY
OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS,
PART B, OF THE TECHNICAL SPECIFICATIONS, SECTION Iv
ARTICLE (19), 'ALL ROUND REINFORCED CONCRETE PIPE JOINTS
UNDER PAVEMENT, DRIVEWAYS AND SIDEWALKS WITHIN PUBLIC
RIGHT OF WAY AND ANY OUTFALL SYSTEM, SHALL BE WRAPPED
WITH MIRAFI 140N FILTER FABRIC or APPROVED EQUAL. FABRIC
TO BE A MINIMUM OF 30" IN WIDTH AND CENTERED ON PIPE.
e o O
FBPR CERTIFICATE OF O NO.:
PROJECT
II I�
r-r BY: BLM
PROJECT NUMBER
rll.
• i •
� - r
FEB 14 10
r� `