1001 GULF BLVDCITY OF CLEARWATER
Interdepartment Correspondence
TO: Members of the Development Review Committee
FROM: James M. Polatty, Jr., Director of Planning and Development
SUBJECT: Simple Adjustment to the Certified Site Plan for Clearwater Sailing Center (PSP 86 -11)
COPIES: Sandra E. Glatthorn, Senior Planner
DATE: December 18, 1991
For your review, attached is a copy of the above described amended site plan received on December 17, 1991.
The change(s) to the certified site plan (certified on March 28, 1991) are identified in the attached copy of the
letter from the owner's representative.
If you find the amended site plan to be acceptable, please write your initials and date on the line next to your
name below.
D.R.C. Approval List:
Victor Chodora, Building Official
Don Meerians, Traffic Engineering
Cecil Henderson, Engineering
J. Terry Neenan, Gas Department
"1"tbm�Iv1i11� er,mEn�ir`otimentali'
Ream Wilson, Parks & Recreation Director
James Goodloe, Fire Marshal
Initials /Date .
If you do have an objection and /or recommendation, your comments are requested below (or please attached
your comments to this memo).
Comments: (by whom and with date, please)
Please return this memo with attached site plan to Ted Clarke, Planner II, prior to December 30, 1991.
JMP/TC LJ
Attachments
amsp8611.tc
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BOTANICAL
1. Bougainvillea Glabra
2.. Cynodon Dactylon
3. Evolvulus Glome nata
4.' Juniperus Silic 3cota
5. Nerium Oleander
6. Quercus Virginiana
7. Pennistetum Ruppelii
8. Sabal Palmetto
COMMON
Bougainvillea 'purple climber'
Tifway 419 Bermuda Grass
Blue Daze
Southern Red Cedar
Dwarf Oleander
Live 'Oak
Red Fountain Grass
Cabbage Palm
9. Stenotaphrum Se condatum St. Augustine Grass
10. Unidla Paniculata Sea Oats
11. Washingtonia Robusta Washing Ionia Palm
Notes:
All plant material to be Fla. #1 or better
Bermuda sod to be plugged or sprigged through indicated areas
All palm.groupings to be staggered heights
Amend soil to meet individual plant requirements
Irrigation coverage to be 1007 of planted and sodded areas
Mulch all plant beds with 2" - 2 -1/2" shreaded cypress mulch
PLANT LIST
SIZE 4ND DESCRIPTION
3 gallon
3,200 sq. ft.
1 gallon
B & B full to ground
3 gallon
35 gallon
3 gallon
6 - 10'
8 - 14'
6 - 18'
16,000 sq. ft.
1 gallon
2 - 24'
4 - 20'
MINIMUM SPECIFICATIONS
24" x 18"
Full, sand grown sod
6" x 10"
6' x 4'
18" x 12"
10' x 4'
24" x 12"
Bare Root'
Clear Trunk
Full, sand.grown sod
4 - 5 plants per pot
Bare Root
Half Clear Trunk
j
S a n d K le y P a r k TOLL PLAZA
P
I I
LEGAL DESCRIPTION
IR I)
Commence at the Southwest corner of Section 17, Township 29 S. Range 15 E., thence
---4 "Gas - -�-- - 4 'Gat N. 89° 101 3111 E. along south line of said Section 17, 843.47ff. to a point of intersection with the
centerline of Gulf Blvd.; thence N. 420 13' 31" E. along said centerline of Gulf Blvd. 886.07 ft.,
- 12" water = ° ' 2911 E. 50.00 ft, to Point of Beginning: thence N. 42013' 31 " E., 1097.18 ft. ;
12 water= - - ��- - - - - - - _ - - -- thence S. 47 46
thence along an arc of a curve to the left having a radius of 1959.86 ft. , a chord bearing of
N. 31° 47'00" E. and a chord length of 674.17 ft.; thence S .68039,32 11 E. to the mean high water
` ° r ( line of Clearwater Harbor; thence along said mean high water line to a point, said point being the
intersection of said mean high water line and a line having a bearing of S.47 046 29 �� E.
6 L V Do from the point of beginning; thence N.47 °46'2911 W. 237.00ft. more or less to the point of
v I beginning. (M a B 34-01)
. C01751 1s San. M. H. - -
Rim 5.36
8 "N. 0.75 I
8" s o. 67 NOTE S
6 E. 2• /5 Connect to Exist. Povem 1. I
� 0� E q e of Paving -.._.. --
16 -- --_ -.._. o w F a 9 9 - - -- - - _ - I. Zoning: OS /R 8. Developed Site
-- - �- - - -� 62,128.15 Sq. Ft.
0 OPP m O -�- 5 �MH TP -PP -
Lf: PP CO) - 2. Legal Description See Above g , Front Yard Coverage
/Q1SonMH � \MH 8 "Son a -Q 8 San - - - - 3. Site Area a 6.5 Ac. - Sq. Ft. Sq. Ft.
.i Inv. 0.62 Inv 0.80 h �''. Inv. I.Sa - - - - - - - - - - 9671.28 Sq. Ft. or 16%
Const Woler Line 8 Meter (By Others) 5 - - _ N - - _ _ _ _ - - - - - - - _ 4. Lot Coverage 31,396 Sq. Ft. or
T � _ � 0 16" FM. � Extend Wo /k -fee Location ,
Conslr. .5'Conc.Wo /k - - -= 16' FM.-" -' - -' -" -- ! - - Consli /8l -5 Conc. Wo /k Bhp 5. Floor Area Unknown
Index / � 6. (FEMA) Flood Plan Elev. II.00 10. Parking 3 Patrons per Space
Index /09 - - - - - -- 0 -- _ _ _ _ _ _ _ _ _ _ _ _ _- - _ _ _ _ _ _ _ _ _ _ _ - _ ___ 2 Employees per Space
- - - - - 12 "D.P.I = _- = __ - _ - - - -- - - - - - -- - - - - - - - h 6 IY U. I. �ru 1 7. Trash Cans Shall be Dispensed, Provide I Space for I Employee
R/W
=/k Gross 8 Shrubs B �Ofhers W �F Gross 8 Shru•bsw By Others Dumped a Maintained by the Provide 57 Spaces for 16 Patrons Vol
Parks Dept. For Trash Removal End o (, ;� / 60. At This Facility Until A Building
} '
47,5" h 4 57' 6' Is Constructed At Which Time A
T- 5 37 6. 'n 66.5' h• _ 24 6 6' �• -
Convient Dumpster Location Will
Be Provided.
� Consti 6 "SIr Curb'(Ty .J T 16 "Limerock Bose _ varies
Cons). / /2 Water Line Index /O / - /oft Qj
'7 Dtt' w /4% CemenlbyWeighl 24' varies Ito ± - 150 ±_.
- 6 - - `0 6'
99.5. In 4 PVC. � 345. � / 1I
Const. L.F. Cont. Drive 3_5 - -
6 PVC. 2 catJN T h c Conslr. 1.y2 "Asph. Conc. Typelr Povi_n Const. Toper r ' _' ` - _-e = - - Bottom Elev. 3.00 - _ Sond ^Sod - - - 7773-
�LINK i' �96 02 See TYD.Sect. I -QL ? � g' varies 5'
Role = 0.734 % ,t 6 693 15HBE A -16�
/9. ' / 39.0' 66.5 4' Q 24' 6' 475 6' S7 - 6' 3• 48 -�-' Area
RETENTION POND- SECTION A -A
' 2 O 6 6 5 nvironmenta11, sensitive No Scale
5 3 - Whe / Choir 6' �• f E
t Const. T 49r Gale
sound
°
_ - . -
' Toe /2 I 12 �• onstr. /70� 4' C nc, Walk flush with Povin j B 3• Conslr. Conc. Wheel • Type A 5 0" „j 5'_0" 62' -0" a' -o"
to -
Drive 'C nc. Walk of \ T-m"" --�W - 3•� index# /20•(Typ.J '
-- I - �• ` Conc. Walk 6 " Sir. Curb IzAsph.Conc.TypelI Paving
Conc. Walk
8 53
Roadway c :i Sea O1 Re/ocotlon h 6 _ a n t e r _i, al cl I- i =� = I �1/
_ _ -
�y 3y Ot erS Q� p �h2 -6 "Limerock Base+
15 '�° �2rO 2' ��2 '� PARKING LOT PAVING -TYP. SECTION B B
No Scale
9 1 u I '� �• oe /
3" Asph. Conc. P.C. I :I h°
r S o d r o s s Pork>n rea 4 r 0/
10 1 /2" Limerock Base 2% - - - - -- °� "
12" Subgrade L.B.R. 40 nd /G /OSS Pork% Area Ret0n /on Area raj +< <NrER
YP. SECTION E -E c�►r ;l 7' Q' y6' row c� A �/ #5RebarTyp, on all Pavement Edges 6 "x6' %10x10 WWMesh
DRIVEWAY T _
'� � � , - - -I- - - - Q \ X08' 'roP � i • > - ._.� • -- •=� --
N. T. S. ) 50" Tom 8 I E` � \� � o � 10 =r =per al _ _ = - _ =7r =f ;r -I =1i r= Ir_n =lip =r =m r :�..
Ci ° 72' rB ,__ _ _ �� N I _ Compacted Subgrade - 8' 8" Key all Constr. Joints IBI
a /2 - l2 _ °� r: - 3" _ 8, 4x16 Dowels at 16 O.C. •J h-
.' #10 ASSHTO 98%
pl 6 b h - ��Mesh Light Broom Finish
Conslr. Jo/nl (Typ.J
0 TO MSaT p I '5' Tom So►rCuJ✓oin -T p. ( �of CONCRETE PAVING -TYP. SECTION C C
----,
6xlyT� ! 6� Gp v� roe 6.@,icT:•��OV�j �\ 0� a6 M n. , Bp h 36A 206 Na scale
6
6, 0 2' 18 "x i•o Gross Dike
Top .f.50
Roadway I
1 I /l' lO /D /O' I /0' I /0' 1 //' lO' 1 /O' lO' /O' 9' I 9' - �... . �- _ 2
O� � � � N I I � _ I I "Asph. Conc.
Sidewalk -- - - -f - //- i - r, -r -r I•-- - -I - -- - - - - -- ----- -i- - -- -- -- - - -- �- -- 1 -i- -N /� 10 Conc.
Sod Swale � � I 1 NI I Conslr -� Conc. Paving �♦- I a I I' I � � � �l>O-1'� ' '
- .. u1 N a 6 "Bose '
TYP. SECTION F F 011 _ 1 I
SWALE - - -- _ - -- � -- -- ''VV •
_ � -� _ I ,\ 1, O,W' \CP � THIS D2�•W1NGt 12�� L��i'� '. • ,.
N. T. S. v -7' P I h '� 1� � Niles - $ U 11�"r � � 18 L-17 GON fl 11' I O PtS
I �--
a 90 ^k °j 18.x12 0 `a1Ti IM�p.OV�Mt<N�'S ONLY
End of Fence I \ 1 - J ^'1- (7�' - ' i Joint /n Romp (Typ_)
\ o � � - Const,; SECTION D -D
15" cone. Wall/ /2 ar 6' 6 2' ro No stale
X04
8,X9 Fence -By Others�o "x -7'
_j
1'02) COUNTY OWNED' OS/ R ` (/27 '( /2J M B 32 00 � Rev. 2 4/91 - 8 AVWSP NorEy 6.5 SHOWN
(l2') X14' (l2'l ' (l2J 0\ 33 -01
--HWL 2rO5 2• C R 28 TDLL PLAZa i Rev. 6/27/89 Son. As-Bullts
' -- Match Exist. Grade /� CITY OF CLEARWATER, FLORIDA
(Typ•� _ - - ENGINEERING DEPARTMENT
r� C.R. 183
1.2 / - -- ' '
• M HW �- - -- ----•- _____ -_ --rte GULF BLVD. - --_ �_ � �
Ap rox. �"
-_- PROPOSED -- CITY OWNED CLEARWATER SAILING CENTER
PROP _ROWY-- - -� PARKING _`
1001 GULF BLVD. A KEY
EXIST.
P P�' s -� DRAWN BY DESIGNED BY CHECKED BY
RECORD DRAWINGS M a e Ma6 �`sTROO % o� �. - _ice
33 -03 34 OI / c� �� /� B AG TCJ DGB
SURVEYED BY Sebek DRAWN BY AG EARwaT�R HAR�R A L /�j y SCALE SURVEYED 8Y BOOK N0. JOB N0.
�L vERT. Ch E DR 417 8426 E -17
REVIEWED BY Z(i V 6 `1�� " 1 -'85
-- �---�' �� .�� / HOR12. I _ 20 GATE FILE DRAWER N0. 5 SHEET N0. OF
_4N 3 PRO ,CT ENGINEER DAT
• LOCATION MAP APPROVED FOR � Z�
/ 1 -200' CONSTRUCTION CITY E
APPROVED BY NGINEER
�3 -.% Q
CHIEF ENGINES DATE
FEB 19 1991 -
CITY OF CLEARWATER
V BUILDING DEPT• DIV.
"0
10
I S a n d K e y P a r k
TOLL PLAZA
II \\ I II LEGAL DESCRIPTION
IR ' I II
- -J II Commence of the Southwest corner of Section 17, Township 29 S. Range 15 E.; thence
-- -a cos -- - 4, Gas N.89 ° 10'31 "E. along south line of said Section 17, 843.47 f1. to a point of intersection with the
centerline of Gulf Blvd.; thence N. 420 13' 31" E. along said centerline of Gulf Blvd. 886.07 ft.;
_ 12 water - - - -�` - _ _ _ _ _ _ -- - - -" - - -- - - - - - - - - 12" W °ter - - - - = - -- -- =11 thence S. 470 46' 29" E. 50.00 ft. to Point of Beginning thence N. 42° 13' 31 E., 1097.18 ft. ;
_ thence along an arc of a curve to the left having a radius of 1959.86 ft. , a chord bearing of
N.310 47100" E. and a chord length of 674.17 ft.; thence S.680 39' 32" E. to the mean high water
line of Clearwater Harbor; thence along said mean high water line to a point, said point being the
N _,/�
C iintersection of said mean high water line and a line having a bearing of S.47 °46 29 E.
Co B L V D �' from the point of beginning; thence N.47 °46'2911 W. 237.00ft. more or less to the point of
I U' beginning. (M 81 B 34-01)
.•
oil
NAt
Inv W 2.7
10 iw.wswl
r�..�i��'•s�'.1 Il11nt1111!'!s�►`�� i�e�7it`
End III
r wo =/It 15
Const Son. M.H.
/
57'
Constr. 6 "SIr. C y� �� T 6 "Limero k se
' Consl. / % oler Line Index /0/ -/ -
\ w/4 % Cem by Weight
o� ,
In 4 " P C. t� pr .6'
0 �`
h. / ♦h 3
��
Consl. 8 � 1 IS , BS or PRO FC2�[VF TI3iTIERS
6" PVC. IRF Hhere interior landscaped a COnStr. As Conc. T �•$�1RbiAi1d. 7 31 C RE(JIJIHEll Consl. Toper
Inv. N. 3.0 rye areas abut pavement. 6 IS Ai`iDS 2 [] - r
Inv. S. 3. l��''g ,� 2 o with li 'n m 0
' g a rials.
1 69 61 a t "5.`3 �*
/9• ' 39.0' 66.5'
Q ' 48'
24' 47.5' S7
5 ,� - Whe l Choi/ f0'L •� p A 6 f0 t Enviro Sensitive Area
nmentolly
Consl. To er Got*
- Boundary °
r � . h C�nsr�1, '- /2 0l /2 R• Cons/r 170' 4" Conc. WI Flush �r /Ih Poviny � Conslr. Conc. vYnae /Stud . ryPe !7
L Drive
CO I" Con c. Wo /Ar , �j p �' /n 111 /20 • (Typ. J
3
Roadway o Sao Oats Relocation" 0
5% ISM 5% Consl. San. M. N - -1- - - By Others 1h2
3.5
Cl
ilk
3" Asph. Conc. P.C. I `
10 1/2" Limerock Base '2S' Future B /dg. Site Sand /Gross 1kIng Area /
Grode to Elev. 7.00 San ' ross Parking __- - -- Reteatlon, reo °
12 Subgrode L.B.R. 40 �
8 Sod. Geode to E/e v. :4.0 /
DRIVEWAY - TYP SECTION E- A
A f. f. Elev. 7.6
N. T. S. Q 1
,I o
N /
a 0
12'
N M
• i Consli Joint (Typ.)
/2 °I 3
of h� SarvCul ✓Dint -T
C 9: h � .• � 6 •.• M,1n. Qep1h 2• •• a 1 06
ro 90• - -�- - -- 60 66 'Z� C ti 200 .3� PC�'!
1 h I Ia "x.io' � Gross 01Ae
Z Roodwoy 14 6 I I Top 3.30
6Z 59
y00 -- ' �
' I �
/0� I I /O' I I - /O' I I a -
/OI OI 0' LI /O.' L I I 9'
Sidewalk -
�
-� -+- -- -
Sod Savoie �' T �
Cons/r) Conc. Poving I I I ( N
�`
SWALE - TYP. SECTION F _ F J• �I 1 h a
N.T.S. v I r--? 1 'n h - 0" a'
N ` 8 0 'I °,18 xl2
End of Fence _ I I �` 1 ,1 , 8.1 Consfe. Join! In Rome (Typ_J
I ol ,
15 "Con c.Woll� I /2'`I /2' CO ? rO `i R 1 ,6� ,4- ,-- -x- x-- --- 9--� 6�
!8X9 Fence -By Others 9 o "x 7'
;• `� •` Toe / - -` --_ -- � - --
'I h I - -J - - --
of o'Z• �. OI COUNTY OWNED
`I 262f ( /2'1 �4' l /21 t '� /21 'f�2'J 33 01 O SI R 321
IJ2'1 214' I /2'I
CR 28
_ TOLL PLAL1
Match £x/st. Grade
(Typ• ) _ _ _ -
� _ - -.. � r� C.R. 183
I.2 ��- �- GULF BLVD.
Q r o t. M H W L L AI 11' a 1F �i i mint be ro erl installed - s
NOTES
8. Developed Sites
I. Zoning: OS /R 62,128.15 Sq. Ft.
2. Legal Description: See Above 9. Front Yard Coverage
3. Site Area : 6.5 Ac. - 284,000 Sq. Ft. 9671.28 Sq. Ft. or 16%
4. Lot Coverage= 31,396 Sq. Ft. or II %
5. Floor Area: Unknown 10• Parking 3 Patrons per Space
6. (FEMA) Flood Plan Elev. 11.00 2 Employees per Space
7. Trash Cans Shall be Dispensed, Provide I Space for I Employee
Dumped 8 Maintained by the Provide 57 Spaces for 169 Patrons
Parks Dept. For Trash Removal
At This Facility Until A Building ,
Is Constructed At Which Time A
Convient Dumpster Location Will
Be Provided.
I
24 Varies -110'; - 150'± Varies
6'
Conc. Drive 3.5
t Bottom Elev. 3.00 Sand Sod '
See Typ. Sect. -
6' Varies 3.5'
RETENTION POND- SECTION A -A
No Scale
5' -O" l , „ 5' -0" 62' -0" 4' -0„
110
Cont. Walk I - _ _ _ -Y 6 "Str.Curb 1= Asph. Conc. TypeIr Paving Conc.Wolk
Planter
- - _ = -
6 "Limerock Bose
PARKING LOT PAVING -TYP• SECTION B B
No Sco l0
t
J
24' f.0"
*5 Rebor Typ. on all Pavement Edges ( ,. „ • p
6x6 /IOxtO WWMesh -
Compacted Subogrode - 8 8 Key all Constr. Joints I8„
• ..'10 8 ASSHTO 98% #4x16 Dowels at 16 O.C.
• 117- -Mesh Light Broom Finish
CONCRETE PAVING -TYP. SECTION C C
No Scale
12 "Asph. Cont.
10" Conc. ; 11 1
�+ 6 "gase '
SECTION D -D
No Scale
a � ca
G t riot to CPO I tion. _ _ _ r PROPOSED CITY OWNED /
per app
roved tau
P� Fj _ -
P
plan ROP
PARKING
1
t
Ci mandatory.
1
�
�P PLA J re .
jar E 'o fee a .
.� C lll. E ii n s
c
.)S CAPE EXIST. -,.
P
--
i
�lF�"'ell; lED AS NOTED
C SpECIFICATID�+ 4 M a B .'.. RESTROOM
��1cE3 IN sYECIE�, IE llIHEl:1�lt TREE REMdVA /l d 33 -03 Ma8
ANY CH' �;'1 OF lI L PERMIT J �� 0l 'O °Q' a /� HARBOR
-�
;... :..:
p >:; :;:
r 'TIIE GO \SE 3S I3#, .;i ,. ... .... ..... Al • • • ... B ::;> ::':. .
DESIGN WIT `tcr�11. �;'r RENM REQ. THROUGH � QP A L /C ti
.1L 1I11 �.�� J� / CLEARwAtER N
OF E�v1ltu• ENVIRONMENTAL MGT. OFFICE On , % % • • a • • • • - • • - • - �% • v - -
'YhO�'t1L �'OlD.
1,r ,tft� LOCATION MAP
thommul 1"1200,
zv
UCTION CITY ENGINEER
R3? 11 tl 1011 9 dZ -°2- - l 2
C
el \1
Mnniev evICTIAIr. I AAInC/`ADIAIr. AMn Ann A' r.ATC
r.GKIr_PAI MOTGq
CONFORMANCE. Implemenation of this drawing shall conform to the highest
standards o e trade and to all prevailing ordinances and codes.
IRRIGATION. Execution shall be accomplished bg the installation of a 100% overlap
coverage, underground irrigation system to the Standards and Specifications of the Florida
Irrigation Society. The contractor shall submit a schematic shopp drawing showing all heads,
coverages, sleeves, pipe, valves, controllers and water source Por the review and approval
of the owner and Architect prior to commencement of the work,
SAFETY. Due care and prevention shall be provided to prevent damages and rnjury to
persons, service utilities, structures, etc, on or about the site during the course of work.
4. VERIFICATION. Quantity estimates, sod properties and pH, climate factors, existing
conditions an proposed improvements shall be verified consistent with this drawing
pursuant to implementation and with necessary recommendations forwarded.
5. OWNER'S INTEREST. The contractor shall not perform any work that to his
knowledge, or in his opinion, is contrary to the interests of the owner,
6. CLEAN -UP. At the completion of the work, all debris and waste material shall be
c ean� up and removed from the site.
1. GUARANTEES. All furnished plant material shall be guaranteed for a period of one fl)
year after issuance of the Certificate of Occupancy, bg the governing authority.
8. TECHNIQUES. The contractor shall implement such techniques as warranted by soil
an c ima a factors consistent with good practices of the trades relevant to wind loads,
drainage, encroachment, etc.
9. ROUGH GRADES. The contractor shall furnish as rough grades to +/- 0.1 ft. of fixed
control ns, a evatio ree of debris, construction waste and weeds.
LANDSCAPING NOTES
I. GRADE. All furnished plant material shall be Grade 41, per "Grades and Standards
for Nursery Stock ", parts I t II, Florida Department of Agriculture.
2, SOD, St. Augustine, shall be certified true to variety, two years old, sand grown, laid
staggered in rows, rolled and fertilized. Pensacola Bahia sod shall be installed in all
3. MULCH. Clean crushed shell mulch shall be laid to a depth of 3 in. in all planting beds
an around all free - standing trees.
4. PLANTING. All plant material shall be installed plumb, and at the same grade at which
t ey were grown, best side facing prime visibility, and thoroughly watered to eliminate any
air pockets.
5. PLANTS. All plant material to be installed shall have been grown in similar light and
drainage conditions to those proposed on site.
TREES. Trees shall be planted in water retention dish 4 inches in depth and equal to the
root 6a1h and mulched, Trees shall be properly guyed and staked and warranted for one year
after planting.
501.. All planting soil shall be composed of 1/3 topp soil, 1/3 peat moss and 1/3
native material. PH to be in the following range; 1.1 to 1.6 or as required bg the specified
plant material.
MAINTENAP CE. All maintenance shall be the responsibil tg of the contractor until
nintg days after date of acceptance.
FERTILIZATION. All furnished plants, trees, and sod shall be topdressed fertilized with
a 6 -6 -6 100% organic fertilizer applied at the rate recommended by the manufacturer.
IRRIGATION SYSTEMS
GENERAL:
GENERAL CONDITIONS: Provisions of "General Conditions/ Notes apply. All materials and
workmanship shall conform to the Standards and Specifications prescribed under the Florida
Irrigation Society's current manual.
Permits and Fees: Obtain all permits and pay required fees to any governmental agency having
Jurisdiction over the woek. Inspections required by local ordinances during the course of
construction shall be arranged as required.
Plans: As given or as "shop drawings" prepared bg the contractor. 100% overlap coverage
required. Schematic in nature subject to head, pipe and valve location adjustment by the
contractor consistent with existing and proposed site conditions and design coverage.
"As -Built" Drawing: Prepare an "as- built" drawing on reproducible paper
MATERIALS:
Quality: All materials throughout the system new and in perfect condition,
Plastic Pipe; All underpavement sleeves Schedule 40, Type 1120 -1220 poigqvinyl chloride
(PVC) pipe and conform to CS- 256 -63. Main and lateral line pipe Class 315 for I/2 ", Class 200
For 3/4 and Class 160 P
VC for I" and above.
Plastic Fittings: Schedule 80, polyvinyl chloride (PVC) standard weight.
Risers; Schedule 80 PVC. Above grade risers painted flat black.
Main Line Shut -off Valves: Brass, threaded each side, non - rising stem gate valves
Backi'low Preventer As required by code.
Control Valves: Rambird E Series or equivalent.
NORTH
SCALD: I" 2C' -O" 01 51 10' 25'
WORKMANSHIP;
Layout: Layout work as accurately as possible to the plan and details.
Adjustments; Make necessary minor adjustments at no additional cost to maximize coverage
and minimize waste. Maintain 100% overlap coverage.
Changes:" Any major revisions to the irrigation system must be submitted for approval by
the architect.
Water Source; Metered reclaimed water tap at North property line.
PIPE SIZING SCHEDULE; Apply the following pipe sizes for volume and class given;
1/2"
0 -5 gpm
Class 315 PVC
3/4"
5 -10 gpm
Class 200 PVC
1"
10 -19 gpm
Class 160 PVC
1 1/4"
19 -28 gpm
Class I60 PVC
1 1/2"
28 -35 gpm
Class IGO PVC
2'
35 -55 gpm
Class I60 PVC
2 1/2"
55 -85 gpm
Class 160 PVC
3,
85 -120 gpm
Class 160 PVC
To meet the intent of the City of Clearwater's Land Development Code
the irrigation system must meet the following requirements:
I. Shallow wells, open surface water bodies, or reclaimed water must be used as a source of
irrigation water. The distribution system for irrigation must not be connected to county or municipal
water sources unless it can be demonstrated that these sources are not available.
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 a acceptable. High irrigation need areas must not
overspray low need areas,
3. High water demand landscape areas such as turf must be served bg a separate irrigaitiorn zone
than low water need areas, such as planter beds, or mulched areas with trees. In no case shall any
planted vegetation area be more than 50' from a water supply hose bib.
4. Automatic irrigaiton systems must be operated by an irrigaton controller capable of
differentiating between the schedules of high and low water demand areas. Controllers must have
multiple cycle start capac tg and a flexible calendar program able to be set to comply with local or
water management district imposed restrictions.
S. Automatic irngaiton syustems must be equipped with a ram sensor device or switch which will
override the irrigation cycle of the sprinkler system when adequate rainfall has occurred.
CLEARWATER HARBOR
PLANT MATPERIAL SCHEDULE
MARK
BOTANICAL NAME
COMMON NAME
SPECIFICATION
SIZE
QUANITY
CV
CODIAEUM VARIEGATUM
CROTON
FLORIDA FANCY , 30" O.C.
3 GAL.
12
JC
JUNIPERUS CONFERTA
SHORE JUNIPER
FLORIDA 41, 30" O.C.
3 GAL.
142
SP
SABAL PALMETTO
CABBAGE PALMETO
FLORIDA :1, B ( B
10' CLR TRUNK
9
VS
VIBURNUM SUSPENSUM
VIBURNUM
FLORIDA 41, 34 "O.C.
3 GAL,
U
EXISTING TREES TO REMAIN
SEE SHEET SD -01 FOR BARRICADE
J DETAILS
CABBAGE PALMETTO (SABAL PALMETTO)
FLA, al, 10' CLEAR TRUNK
"SHORE JUNIPER (JUNIPERUS CONFERTA)
3 GAL. 30' O.C., FLORIDA al
VIBRUNUM (VIBRUNUM SUSPENSUM)
3 GAL., 3C O.C., FLORIDA FANCY
{^� CROTON,CODIAEUM VARIEGATUM
7.rP' 3 GAL., FLORIDA al
MULCH; CRUSHED SHELL, 3' DEEP, TYPICAL
NOTE: INSTALL NEW MULCH IN EXISTING PLANTER AREAS
PROVIDE PERMANENT IRRIGATION SYSTEM PROVIDING COMPLETE WATER COVERAGE FOR ALL REQUIRED AND
OTHER LANDSCAPE MATERIALS. THE SYSTEM SHALL BE FULLY FUNCTIONAL AND MAINTAINED TO PRESERVE
THE LANDSCAPING MATERIAL IN HEALTHY AND GROWING CONDITION, SOURCE FOR IRRIGATION WATER SUPPLY
TO BE DETERMINED. SYSTEM SHALL BE PROVIDED l01 RAIN SENSOR AND SHUT OFF DEVICE,
Iool 6�F �Ivd. clu,. )dln�
SINGLE STRAND 12
GUAGE WIRE
PLASTIC WARNING
FLAG (TYPJ
TX2'X36" WOODEN
STAKE INTO
UNDISTURBED SOIL
13 REQUIRED)
REMOVE BURLAP
=ROM TOP 1/3 OF
3ALL WRAPPING
LNDISTURBED EXISTING
v,
3' SPECIFIED MULCHING
(SEE NOTES)
3' -4' EARTH SAUCER AT
PERIMETER OF PLANTING
WELL
EXISTING GROUND
UNCOMPACTED PLANTING
SOIL ;11X
L UNCOMPACTED PLANTING SOIL MIX TO BE PLACED THROUGHOUT
THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH
CONSISTENT WITH THE ROOT DEVELOPMENT OF THE PLANT MATERIAL.
PLANTING $OIL MIX BY VOLUMN SHALL BE COMPRISED OF EQUAL
PARTS OF TOPSOIL,PEAT MOSS (or COMPOST), and NATIVE SOIL FORM
THE SITE.
-TREE PLANTING DETAIL.
• NO SCALE
3" SPECIFIED MULCHING
(SEE NOTES)
EXISTING GROUND ' SHRUB WERL LPER MD TER
UNDISTURBED EXISTING
SOIL
PEEL BACK UPPER
1/3 OF BALL WRAPPING
, ,
UNCOMPACTED PLANTING SOIL MIX TO BE PLACED THROUGHOUT
THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH
CONSISTENT WITH THE ROOT DEVELOPMENT OF THE PLANT MATERIAL,
PLANTING SOIL MIX BY VOLUMN SHALL BE COMPRISED OF EQUAL
PARTS OF TOPSOIL,PEAT MOSS (or COMPOST), and NATIVE SOIL FORM
THE SITE.
SHRUB PLANTING DETAIL
NO SCALE
X 4 MINIMUM.
4 " rtn ..c a
2 X 4 MINIMUM
ak SpgC N f 7 ZJ
HARDWOODS- 2/3 OF DRIPLINE OR C -0', THE GREATER-—; ¢ '
PINES- DRIPLINE OR 6' -0', WHICHEVER IS GREATER.
tNOTE; BARRIERS ARE TO BE ERECTED AROUND 'TREES TO REMAIN'
BEFORE CONSTRUCTION BEGINS, OR NEARBY TREES ARE REMOVED,
BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION,
AND HEAVY EQUIPMENT IS OUT OF AREA,
PROTECTIVE BARRIER DET' � ��� GULF BLVD
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