1254 GROVE ST�S•� CITY OF CLEARWATER - PLANNING & DEVELOPMEN1
y
_ TREE REMOVAL PERMIT
a a
APR 2 0 2(105
NAME OF OWNER luNy{ M-1;
� � � L Cr �= ` � t '' `" `�
SITE ADDRESS c -156 _C.d'k,cr3_.'_..__r, ` F,P .
PHONE M Q'IL -) -6,P� -. Ss LI -1 "•See "A" below
OWNER'S ADDRESS Q I Ll L I.1�,.� QN t12[,1 Q- U(W ��li ,�I :34 ADeclining azardous
LOCATION OF TRLE(S) ON LOT , 56-
SPECIES AND NUMBER OF TREES) �l �^ �c �.1Z s 3 care d�a,tT_ Dead
❑ Other (Specify)
TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to
be removed, plus $3,00 for every tree above 5 to be
removed is required. Fee Rec'd. S '
A) CONSTRUCTION Date
1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s),
a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The
site plan must include:
a. Major Changes of Grade f. Proposed Number of Parking Spaces J. All Protected Trees Including:
b. Structure Locations g. Proposed Underground Utilities (I.) Diameter of 45 above grade (DBH)
c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location
d. Parking Arrangement i. All easements and Rights -of -Way (iii.) Species
e. Required Number of Parking Spaces pv.) Diseased or Insect Infested Trees
k. Tree Barricade Detail & Locations
2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain
Intact during construction. The barriers must meet City Specifications.
Z
O
WYf.A\IF^
B) REPLACEMENTS
1. Tree replacement minimum standards: l0' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to
determine the number of replacement trees required. Replacements required within 30 days. En
I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought y
to be removed is wholly on property owned by the above - Identified property owner, and should it be determined that m
the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of
Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together
with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation
from the permit issued shall re der it null and void and be considered a violation of the Community Development Code.
v Z_6gF_1 2/T— 7'1a %/11Ue k�• �j�C7 d
Signature of 6wner or al3pticant Printed Name
Z&Vo w. 6Ay p g. 13 36
Address
I3&_L.6Phi)2. 13LIyTF5 r--z_ 33776)
City State Zip
DO NOT WRITE BELOW THIS LINE - Not Valid Until
Lc,)-PA . L L c,
Agency Representing OCL #
Bell- �2;2g- � )1a- SY12 ) 199- ,738,S5,Y 7
Phone /Cell Fax
ned By City Manaaer or his Designated Aqent
Based on the Inspector's comments and information submitted, the above removal application is:
❑ Approved as Sub fsnitted 011 as Noted Above 0 Denied
Date:
Community De velopment Coordinator or Designee /Inspector Valid forfsix months from the date of issuance.
1362.0001 -GC White - Planning & Development Services Yellow- Applicant Rev. 2-03
Landscape Final PERMIT #: BCP2005 -03848 DATE REQUESTED: 11/23/2005
ACT ATLAS PAGE: 287B
SITE ADDRESS: 1254 GROVE ST PROJECT VALUE: $22,000.00
PROJECT NAME: LOPA LLC
DESCRIPTION: remodel - upgrade electrical and mechanical ( TREE REMOVAL 4)
REM remodel kitchen, plumbing in bathroom - WORK BEING DONE IN 3 UNITS
enlarge second story landing nigpngiTinni• �1
INSPECTION NOTES: - '
Scheduled by IVR on Tuesday, November 22, 2005 @ 6:05:01 PM.Contact: (727)542 -8412
Directions to Site:PLUMBING INSPECTION ON 6/20/05 IS FOR UNITS "A" &'B" ONLY.
CONTRACTOR:
SIGURD S MCCLELLAN CBC1251633
MCCLELLAN INC I- CBC1251633
301 ORANGEWOOD AVE OCL- 0007475
CLEARWATER, FL 33755
727 - 455 -1173
727 - 447 -6614
INSPECTOR: COMMENTS:
RESULT:
OWNER:
LOPA LLC
914 CURLEW ROAD #361
DUNEDIN, FL 34698
No Phone
CIE I&&,,
�� APPLICATION FOR LAND CLEARING & GRUBBING PERMIT
CITY OF CLEARWATER I
99�gTER. PLANNING DEPARTMENT I '
(727) 562.4741 U bX4TE } I i
p} RECEIPT NO.
A non - refundable filing fee of $ 10.00 is required. Permit a pp licable for 6 months from Fdafe` of a p �oaa l . ' I
In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the
property described below.
1. Location of Property: 1 a 5 "-/ G IU V E S77. '[ € °f3 Lk).14-7-C12 1= L,
2. Project Name: )-0 J' 4 , LL ("-
3. Purpose of clearing and /or grubbing, )(New C�o�nstruct!oQ 0 Demolition ❑ Tank Removal ❑ Other
4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed
ditches, canals, and swales) (-)I KT-
5. Proposed method of debris disposal cX n VA i c
6. Date you plan to begin work ___1
7: Proposed method of soil erosion control / 0 i R G , t `SOI L
8. ❑ No -Tree Verification Required XTree Removal Permit Required
I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION
DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING
EROSION AND SILTATION CONTROL.
Signature of Owner or Owners Repl'esentative
L1)RK I %I-7�) 10Q7nej6, ff f);L-, ra
Printed Name
0tl I,c.' • i�-A , (biz . -W 3 3 S
Address
City State Zip
Representatives' Firm
Telephone Cell
Applicant must include Aerial Photograph or Scaled Site Plan showing properly boundaries and limits of work. This is
NOT a Tree Removal Permit.
DO NOT WRITE BELOW THIS LINE
Land Resource Comments:
Based on the above comments and information submitted, the above clearing & grubbing application is:
a Approved As Submitted Approved - Modified As Noted Above ❑ Denied
Signed: Date: - i 0
City Manager y Design
CLEARWATER
Brian J. Aungst, Mayor
Frank Hibbard, Councilmember Hoyt Hamilton, Councilmember Bill Jonson, Councilmember Carlen A. Petersen, Councilmember
1362-0002 -GC White - Planning Department Yellow - Applicant
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10 ' WIDE BUFFER 4
1 TREE 350.C. AL5
100% 5HRUB5
42
POM
BUFFER
HEDGE
3011 O.C.
CONCRETE CURB AROUND ALL
VEHICULAR PAVEMENT ARE
SEE ARCHITECTURAL DRAW NG5.
I 0 ' WIDE BUffER
I TREE 350.C.
100% 5HRUB5 1 2
ARB
24
HH
I
ND
4
SN
100
TJ N
55
LMM
35
LMM
I 6 1 1 14 12 1 22
UA HID 5N POM RI IC LMG
BUFFER OVER BUFFER BUFFS
TREE 35' HEDGE 129 TREE 3 '
HEAD 30" O.C. O.C.
O.C. LINES TJ N SIGHT VI51B�) TRIANGLES
\ — I ALL SHRUND R 30" H�NTAINED
NEW UNDERGROUND
ELEC POWER
:79' 'NEWPOWEIR
LOCATION
MULCH
UTILITY
PATH
Fol I - IN
. WASTE
11 /.
mi
' w� %rill • - Imo=
WHEEL
TOP 8
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.�'dl��°+���� � � �4���� fir•
.. I• PLANTING
. •
LAU PAL ST FEET (P)
GROVES REET (F)
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NO PLAnTINO
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®'ilaEilal�
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mail l -.0
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■ ■ ■ ■ ■r�■/ ■►10000' �
■� ■ ■ ■I.Oa10000' � �,
r
\� ►�.1n
`-- THREE WATER MTRS
ONE LAWN MTR
(NOTE: METERS TO BE tY OFF COVER)
BACKFLOW PREVENTORS PROVIDED
BY CITY
51GHT V151BILITY TRIANGLES
ALL 5HRUB5 TO BE MAINTAINED FACADE
UNDER 30" HT. 1 44
L I TREE RI
40' O.C.
BUFFER I
TREE 35 QV
O.C.
Plant Materials Schedule
Quantity Code Botanical Name
12 APB Schefflera arblcola
4 AL5 Alpinia 5peclo5a
2 GJ Gardenia spp.
24 H H Hedera helix
G H113 Hlbl5cu5 spp.
1 IC Ilex ca551ne
4 L I Lacgemtroemia Indlca
144 LMG Llriope mu5carl
90 LMM Ophiopogon Interm
5G POM Podocarpu5 spp.
I ND Nandma dome5tica
I QV Quercu5 vlrgmiana
5G RI Raphlolepis Indlca
5 5N 5trelitzia nlcolal
229 TJN Trachelo5permum a5iaticum "minima"
I G, UA Uimu5 alata
1 V5 Viburnum 5u5pen5um
W
[,If, 112111 im"
4' WIDE SIDE YARD
MAINTENANCE ACCE55
T- 6 CONCRETE CURB AROUND ALL
VEHICULAR PAVEMENT AREA5
SEE ARCHITECTURAL DRAWING5.
2 FACADE
L I' TREE
40'0.C.
22
VS
22
LMG
2
GJ
28
V5 I FACADE
L I TREE
— 51GHTV151131LITYTRIANGLES, 40' O.C.
(TYP.)
ALL 5HRUB5 TO BE MAINTAINED
UNDER 30" HT.
100
LMG
10 ' WIDE BUFFER
I TREE 350.C.
100% 5 H RU D5
I
Common Name Specification Spacing
Var. Arbicola 3 al., 24" ht. x 24" spr. 30" O.C. ANY CHANGES IN SPECIES, SPECIFIC�iIONS O
Var. Shell Gin er 3 gal., 24" ht. x 24" spr. 30" O.C. DESIGN WITHOUT THE CONSENT OF THE PLANNING
9 DIRECTOR RENDERS PLAN APPROVAL Miami Supreme Gardenia 3 gal., 24" ht. x 24" spr. 30" O.C.
Ivy I gal., 12" ht. x 12" spr. 1511 O.C.
Hlbl5cu5 3 gal., 24" ht. x 24" spr. 30" O.C.
Dahoon Holly 12' ht. x 4' spr., 2.5" cal. 35' o.c. Z. ALL LANDSCAPING TO BE PROTECTED FROM
MINIMUM
Crape Myrtle 8' ht. x 4' 5pr., 2" cal. 40' o.c. S? VEHICULAR OR PEDESTRIAN TRAFFIC V A
Giant Lirlope I gal., 12" ht. x 12" spr. 18" O.C. SIX INCH HIGH CURSING OR WHEEL STOPS.
Aztec Grass I gal., 12" ht. x 12" spr. 18" O.C.
Podocarpus 3 gal., 24" ht. x 24" spr. 30" O.C. AND
Nandma 7 gal., 3G" ht. x 24" spr. 30" O.C. ALL AREAS BETWEEN ST�RFEp )RMRECYENE
Live Oak 12' ht. x 4' spr., 2.5" cal. 35' o.c. Z,� PARKING lot 1013E T NG IRENMENj,
Indian Hawthorn 3 gal., 14" ht. x 14" spr. 30" O.C. 01NER ►AN�SCAP
Giant Bird of Paradise 10 gal., 5' ht. x 18" spr. 15' o.c. I l,`,,.)L zrl taller
Dwarf Confederate Ja5mme I gal., G" ht. x 12" spr. 18" O.C. 1L,,,L�;r,o " "'`t 13e �`' (TI ::'' °R1•
ALL tau ptiL�r to C
�'7zT aI>F'ro` eLl p are mart l;Lt
Elm 12 r ht. x 4 I 5pr., 2.5" cal. 35 r o.c. ectiau f�e3
5andankwa Viburnum 3 gal., 24" ht. x 24" spr. 30" ox
1 -2'�
1294 G'rove 4 toy(% U,C
ON r► .rr A l 1 A 1r-%—% /- A rnr k i/1Tr-e%
UE:N[:Nf\L LHIN VJLHr L INU I LZ�)
I . All plant materials shall be Florida # I or better and Installed to highest nursery standards. Plants shall be
healthy, free of pest and disease.
2. All plants shall be container grown except as noted on plan.
3. Ail palms and trees shall have straight trunks with no twists, knotting or other defective characteristics.
4. Mulch shall be 1007o Pine Bark, Installed to a minimum thickness of 2'.
5. Sod shall be 95% weed free St. Augustine "Iloratam ", Installed with tight points.
G. All dimensions shall be field checked by the Landscape Contractor prior to construction with any
discrepancies reported to the Landscape Architect.
7. All materials shall be as specified on the plans. If materials, labor or Installation techniques do not adhere
to the specifications, they will be rejected by the Landscape Architect with Specified matenais and Installation
carried out by the Landscape Contractor at no additional cost.
8. No substitutions of materals or changes to the drawings or speclfications shall be made.
9. All required permits are to be provided by the Installing contractor unless specifically stated otherwise in
the specifications.
10. Contractor Identification signs shall not be allowed on the project.
1 1. Contractor shall be responsible for all Items as shown or described on this plan and specifications.
12. A{I proposed landscape and Sod areas containing turf or weeds Shall be treated with "Round -up" per
manufacturer's specifications.
13. Landscape Contractor shall provide all necessary site preparation required to ready the site for planting as
specified.
14. The landscape Contractor shall warranty and guarantee all materals and labor for a period of 90 days for
shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion.
15. All repairs and/or replacements shall be made by the Landscape Contractor within 10 working days upon
notification of any deficiencies by the owner or their representative.
I G. All questions regarding the Landscape Plans and Specifications shall be directed to the Landscape
Architect at (727) 787 -2840.
FERTILIZATION
5hrub5 and Tree5
All trees and shrubs shall be fertilized with'Agriform" 20 -15 -5 planting tablets at time of planting and prior to
Installation of plant pit backfill. Tablets shall be placed uniformly around the root ball at a depth that Is between
the middle and bottom of the root ball.
Application Rate:
I Gallon Container: I - 21 gram tablet
3 Galion Container: 2 - 21 gram tablets 1 s {`
5 Gallon Container: 3 - 21 gram tablets ti �� {� j
7 Galion Container: 4 - 21 gram tablets
Trees: 3 tablets per each 1/2' caliper of trunk b L `
Groundcover Areas
All groundcover areas shall receive fertilization with "0zmocote' time release fertilizer per manufacturer's
specifications.
213 Tree dripline
°
•
Ex15ting tree to
remain
°
I x4 pt rails
48" Height 2x4 pt post
24' Depth sting grade
TREE PROTECTION DETAIL
Set tree plumb, 0 •
with top of 0 •
rootball 1 112' °
above finish
grade • • •°
Rubberh
# 12 gauge wire
2' Mulch 12' length red
3' Tree wel piastic flag
Finish grad tape
2X4 pt 5ta ip?gf�'
�:�. EX15ting native
Root ball 5011
Native Sod
backflll
TREE PLANTING DETAIL
get shrub
• • ° • plumb, with top
2' Mulch • ° •� of rootball I'
e above finish
Finish Grade o
grade
Root ball Existing native
Native Sod sod
backflll
SHRUB PLANTING DETAIL
LANG SCAPE PLAN
API'► OVE—D AS NOTED N
P2
0 10 20' 40'
5cal e 1 11 = 10' -0"
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CDA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787 -2840
Fax 727 785 -4017
Landscape Architecture
Site Planning
Contract Administration
r JOB NO. 25053
SHEET
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DRIVWAY A4: CONIC
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LAU PAL ST FEET (P)
GROVES REET (F)
I
NO PLAnTINO
i
IiI iif9i7i v,
®'ilaEilal�
Maggio
mail l -.0
m an �� r
P6k�
,,,
.,
it
1A 4
•r il��
/■P"
■ ■ ■ ■ ■r�■/ ■►10000' �
■� ■ ■ ■I.Oa10000' � �,
r
\� ►�.1n
`-- THREE WATER MTRS
ONE LAWN MTR
(NOTE: METERS TO BE tY OFF COVER)
BACKFLOW PREVENTORS PROVIDED
BY CITY
51GHT V151BILITY TRIANGLES
ALL 5HRUB5 TO BE MAINTAINED FACADE
UNDER 30" HT. 1 44
L I TREE RI
40' O.C.
BUFFER I
TREE 35 QV
O.C.
Plant Materials Schedule
Quantity Code Botanical Name
12 APB Schefflera arblcola
4 AL5 Alpinia 5peclo5a
2 GJ Gardenia spp.
24 H H Hedera helix
G H113 Hlbl5cu5 spp.
1 IC Ilex ca551ne
4 L I Lacgemtroemia Indlca
144 LMG Llriope mu5carl
90 LMM Ophiopogon Interm
5G POM Podocarpu5 spp.
I ND Nandma dome5tica
I QV Quercu5 vlrgmiana
5G RI Raphlolepis Indlca
5 5N 5trelitzia nlcolal
229 TJN Trachelo5permum a5iaticum "minima"
I G, UA Uimu5 alata
1 V5 Viburnum 5u5pen5um
W
[,If, 112111 im"
4' WIDE SIDE YARD
MAINTENANCE ACCE55
T- 6 CONCRETE CURB AROUND ALL
VEHICULAR PAVEMENT AREA5
SEE ARCHITECTURAL DRAWING5.
2 FACADE
L I' TREE
40'0.C.
22
VS
22
LMG
2
GJ
28
V5 I FACADE
L I TREE
— 51GHTV151131LITYTRIANGLES, 40' O.C.
(TYP.)
ALL 5HRUB5 TO BE MAINTAINED
UNDER 30" HT.
100
LMG
10 ' WIDE BUFFER
I TREE 350.C.
100% 5 H RU D5
I
Common Name Specification Spacing
Var. Arbicola 3 al., 24" ht. x 24" spr. 30" O.C. ANY CHANGES IN SPECIES, SPECIFIC�iIONS O
Var. Shell Gin er 3 gal., 24" ht. x 24" spr. 30" O.C. DESIGN WITHOUT THE CONSENT OF THE PLANNING
9 DIRECTOR RENDERS PLAN APPROVAL Miami Supreme Gardenia 3 gal., 24" ht. x 24" spr. 30" O.C.
Ivy I gal., 12" ht. x 12" spr. 1511 O.C.
Hlbl5cu5 3 gal., 24" ht. x 24" spr. 30" O.C.
Dahoon Holly 12' ht. x 4' spr., 2.5" cal. 35' o.c. Z. ALL LANDSCAPING TO BE PROTECTED FROM
MINIMUM
Crape Myrtle 8' ht. x 4' 5pr., 2" cal. 40' o.c. S? VEHICULAR OR PEDESTRIAN TRAFFIC V A
Giant Lirlope I gal., 12" ht. x 12" spr. 18" O.C. SIX INCH HIGH CURSING OR WHEEL STOPS.
Aztec Grass I gal., 12" ht. x 12" spr. 18" O.C.
Podocarpus 3 gal., 24" ht. x 24" spr. 30" O.C. AND
Nandma 7 gal., 3G" ht. x 24" spr. 30" O.C. ALL AREAS BETWEEN ST�RFEp )RMRECYENE
Live Oak 12' ht. x 4' spr., 2.5" cal. 35' o.c. Z,� PARKING lot 1013E T NG IRENMENj,
Indian Hawthorn 3 gal., 14" ht. x 14" spr. 30" O.C. 01NER ►AN�SCAP
Giant Bird of Paradise 10 gal., 5' ht. x 18" spr. 15' o.c. I l,`,,.)L zrl taller
Dwarf Confederate Ja5mme I gal., G" ht. x 12" spr. 18" O.C. 1L,,,L�;r,o " "'`t 13e �`' (TI ::'' °R1•
ALL tau ptiL�r to C
�'7zT aI>F'ro` eLl p are mart l;Lt
Elm 12 r ht. x 4 I 5pr., 2.5" cal. 35 r o.c. ectiau f�e3
5andankwa Viburnum 3 gal., 24" ht. x 24" spr. 30" ox
1 -2'�
1294 G'rove 4 toy(% U,C
ON r► .rr A l 1 A 1r-%—% /- A rnr k i/1Tr-e%
UE:N[:Nf\L LHIN VJLHr L INU I LZ�)
I . All plant materials shall be Florida # I or better and Installed to highest nursery standards. Plants shall be
healthy, free of pest and disease.
2. All plants shall be container grown except as noted on plan.
3. Ail palms and trees shall have straight trunks with no twists, knotting or other defective characteristics.
4. Mulch shall be 1007o Pine Bark, Installed to a minimum thickness of 2'.
5. Sod shall be 95% weed free St. Augustine "Iloratam ", Installed with tight points.
G. All dimensions shall be field checked by the Landscape Contractor prior to construction with any
discrepancies reported to the Landscape Architect.
7. All materials shall be as specified on the plans. If materials, labor or Installation techniques do not adhere
to the specifications, they will be rejected by the Landscape Architect with Specified matenais and Installation
carried out by the Landscape Contractor at no additional cost.
8. No substitutions of materals or changes to the drawings or speclfications shall be made.
9. All required permits are to be provided by the Installing contractor unless specifically stated otherwise in
the specifications.
10. Contractor Identification signs shall not be allowed on the project.
1 1. Contractor shall be responsible for all Items as shown or described on this plan and specifications.
12. A{I proposed landscape and Sod areas containing turf or weeds Shall be treated with "Round -up" per
manufacturer's specifications.
13. Landscape Contractor shall provide all necessary site preparation required to ready the site for planting as
specified.
14. The landscape Contractor shall warranty and guarantee all materals and labor for a period of 90 days for
shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion.
15. All repairs and/or replacements shall be made by the Landscape Contractor within 10 working days upon
notification of any deficiencies by the owner or their representative.
I G. All questions regarding the Landscape Plans and Specifications shall be directed to the Landscape
Architect at (727) 787 -2840.
FERTILIZATION
5hrub5 and Tree5
All trees and shrubs shall be fertilized with'Agriform" 20 -15 -5 planting tablets at time of planting and prior to
Installation of plant pit backfill. Tablets shall be placed uniformly around the root ball at a depth that Is between
the middle and bottom of the root ball.
Application Rate:
I Gallon Container: I - 21 gram tablet
3 Galion Container: 2 - 21 gram tablets 1 s {`
5 Gallon Container: 3 - 21 gram tablets ti �� {� j
7 Galion Container: 4 - 21 gram tablets
Trees: 3 tablets per each 1/2' caliper of trunk b L `
Groundcover Areas
All groundcover areas shall receive fertilization with "0zmocote' time release fertilizer per manufacturer's
specifications.
213 Tree dripline
°
•
Ex15ting tree to
remain
°
I x4 pt rails
48" Height 2x4 pt post
24' Depth sting grade
TREE PROTECTION DETAIL
Set tree plumb, 0 •
with top of 0 •
rootball 1 112' °
above finish
grade • • •°
Rubberh
# 12 gauge wire
2' Mulch 12' length red
3' Tree wel piastic flag
Finish grad tape
2X4 pt 5ta ip?gf�'
�:�. EX15ting native
Root ball 5011
Native Sod
backflll
TREE PLANTING DETAIL
get shrub
• • ° • plumb, with top
2' Mulch • ° •� of rootball I'
e above finish
Finish Grade o
grade
Root ball Existing native
Native Sod sod
backflll
SHRUB PLANTING DETAIL
LANG SCAPE PLAN
API'► OVE—D AS NOTED N
P2
0 10 20' 40'
5cal e 1 11 = 10' -0"
m
Do
N
oY
00
ILI
00
r o
a
O J CT
J Q
N� Cy`� C
OJ N
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CDA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787 -2840
Fax 727 785 -4017
Landscape Architecture
Site Planning
Contract Administration
r JOB NO. 25053
SHEET
L - I
•r il��
/■P"
■ ■ ■ ■ ■r�■/ ■►10000' �
■� ■ ■ ■I.Oa10000' � �,
r
\� ►�.1n
`-- THREE WATER MTRS
ONE LAWN MTR
(NOTE: METERS TO BE tY OFF COVER)
BACKFLOW PREVENTORS PROVIDED
BY CITY
51GHT V151BILITY TRIANGLES
ALL 5HRUB5 TO BE MAINTAINED FACADE
UNDER 30" HT. 1 44
L I TREE RI
40' O.C.
BUFFER I
TREE 35 QV
O.C.
Plant Materials Schedule
Quantity Code Botanical Name
12 APB Schefflera arblcola
4 AL5 Alpinia 5peclo5a
2 GJ Gardenia spp.
24 H H Hedera helix
G H113 Hlbl5cu5 spp.
1 IC Ilex ca551ne
4 L I Lacgemtroemia Indlca
144 LMG Llriope mu5carl
90 LMM Ophiopogon Interm
5G POM Podocarpu5 spp.
I ND Nandma dome5tica
I QV Quercu5 vlrgmiana
5G RI Raphlolepis Indlca
5 5N 5trelitzia nlcolal
229 TJN Trachelo5permum a5iaticum "minima"
I G, UA Uimu5 alata
1 V5 Viburnum 5u5pen5um
W
[,If, 112111 im"
4' WIDE SIDE YARD
MAINTENANCE ACCE55
T- 6 CONCRETE CURB AROUND ALL
VEHICULAR PAVEMENT AREA5
SEE ARCHITECTURAL DRAWING5.
2 FACADE
L I' TREE
40'0.C.
22
VS
22
LMG
2
GJ
28
V5 I FACADE
L I TREE
— 51GHTV151131LITYTRIANGLES, 40' O.C.
(TYP.)
ALL 5HRUB5 TO BE MAINTAINED
UNDER 30" HT.
100
LMG
10 ' WIDE BUFFER
I TREE 350.C.
100% 5 H RU D5
I
Common Name Specification Spacing
Var. Arbicola 3 al., 24" ht. x 24" spr. 30" O.C. ANY CHANGES IN SPECIES, SPECIFIC�iIONS O
Var. Shell Gin er 3 gal., 24" ht. x 24" spr. 30" O.C. DESIGN WITHOUT THE CONSENT OF THE PLANNING
9 DIRECTOR RENDERS PLAN APPROVAL Miami Supreme Gardenia 3 gal., 24" ht. x 24" spr. 30" O.C.
Ivy I gal., 12" ht. x 12" spr. 1511 O.C.
Hlbl5cu5 3 gal., 24" ht. x 24" spr. 30" O.C.
Dahoon Holly 12' ht. x 4' spr., 2.5" cal. 35' o.c. Z. ALL LANDSCAPING TO BE PROTECTED FROM
MINIMUM
Crape Myrtle 8' ht. x 4' 5pr., 2" cal. 40' o.c. S? VEHICULAR OR PEDESTRIAN TRAFFIC V A
Giant Lirlope I gal., 12" ht. x 12" spr. 18" O.C. SIX INCH HIGH CURSING OR WHEEL STOPS.
Aztec Grass I gal., 12" ht. x 12" spr. 18" O.C.
Podocarpus 3 gal., 24" ht. x 24" spr. 30" O.C. AND
Nandma 7 gal., 3G" ht. x 24" spr. 30" O.C. ALL AREAS BETWEEN ST�RFEp )RMRECYENE
Live Oak 12' ht. x 4' spr., 2.5" cal. 35' o.c. Z,� PARKING lot 1013E T NG IRENMENj,
Indian Hawthorn 3 gal., 14" ht. x 14" spr. 30" O.C. 01NER ►AN�SCAP
Giant Bird of Paradise 10 gal., 5' ht. x 18" spr. 15' o.c. I l,`,,.)L zrl taller
Dwarf Confederate Ja5mme I gal., G" ht. x 12" spr. 18" O.C. 1L,,,L�;r,o " "'`t 13e �`' (TI ::'' °R1•
ALL tau ptiL�r to C
�'7zT aI>F'ro` eLl p are mart l;Lt
Elm 12 r ht. x 4 I 5pr., 2.5" cal. 35 r o.c. ectiau f�e3
5andankwa Viburnum 3 gal., 24" ht. x 24" spr. 30" ox
1 -2'�
1294 G'rove 4 toy(% U,C
ON r► .rr A l 1 A 1r-%—% /- A rnr k i/1Tr-e%
UE:N[:Nf\L LHIN VJLHr L INU I LZ�)
I . All plant materials shall be Florida # I or better and Installed to highest nursery standards. Plants shall be
healthy, free of pest and disease.
2. All plants shall be container grown except as noted on plan.
3. Ail palms and trees shall have straight trunks with no twists, knotting or other defective characteristics.
4. Mulch shall be 1007o Pine Bark, Installed to a minimum thickness of 2'.
5. Sod shall be 95% weed free St. Augustine "Iloratam ", Installed with tight points.
G. All dimensions shall be field checked by the Landscape Contractor prior to construction with any
discrepancies reported to the Landscape Architect.
7. All materials shall be as specified on the plans. If materials, labor or Installation techniques do not adhere
to the specifications, they will be rejected by the Landscape Architect with Specified matenais and Installation
carried out by the Landscape Contractor at no additional cost.
8. No substitutions of materals or changes to the drawings or speclfications shall be made.
9. All required permits are to be provided by the Installing contractor unless specifically stated otherwise in
the specifications.
10. Contractor Identification signs shall not be allowed on the project.
1 1. Contractor shall be responsible for all Items as shown or described on this plan and specifications.
12. A{I proposed landscape and Sod areas containing turf or weeds Shall be treated with "Round -up" per
manufacturer's specifications.
13. Landscape Contractor shall provide all necessary site preparation required to ready the site for planting as
specified.
14. The landscape Contractor shall warranty and guarantee all materals and labor for a period of 90 days for
shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion.
15. All repairs and/or replacements shall be made by the Landscape Contractor within 10 working days upon
notification of any deficiencies by the owner or their representative.
I G. All questions regarding the Landscape Plans and Specifications shall be directed to the Landscape
Architect at (727) 787 -2840.
FERTILIZATION
5hrub5 and Tree5
All trees and shrubs shall be fertilized with'Agriform" 20 -15 -5 planting tablets at time of planting and prior to
Installation of plant pit backfill. Tablets shall be placed uniformly around the root ball at a depth that Is between
the middle and bottom of the root ball.
Application Rate:
I Gallon Container: I - 21 gram tablet
3 Galion Container: 2 - 21 gram tablets 1 s {`
5 Gallon Container: 3 - 21 gram tablets ti �� {� j
7 Galion Container: 4 - 21 gram tablets
Trees: 3 tablets per each 1/2' caliper of trunk b L `
Groundcover Areas
All groundcover areas shall receive fertilization with "0zmocote' time release fertilizer per manufacturer's
specifications.
213 Tree dripline
°
•
Ex15ting tree to
remain
°
I x4 pt rails
48" Height 2x4 pt post
24' Depth sting grade
TREE PROTECTION DETAIL
Set tree plumb, 0 •
with top of 0 •
rootball 1 112' °
above finish
grade • • •°
Rubberh
# 12 gauge wire
2' Mulch 12' length red
3' Tree wel piastic flag
Finish grad tape
2X4 pt 5ta ip?gf�'
�:�. EX15ting native
Root ball 5011
Native Sod
backflll
TREE PLANTING DETAIL
get shrub
• • ° • plumb, with top
2' Mulch • ° •� of rootball I'
e above finish
Finish Grade o
grade
Root ball Existing native
Native Sod sod
backflll
SHRUB PLANTING DETAIL
LANG SCAPE PLAN
API'► OVE—D AS NOTED N
P2
0 10 20' 40'
5cal e 1 11 = 10' -0"
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CDA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787 -2840
Fax 727 785 -4017
Landscape Architecture
Site Planning
Contract Administration
r JOB NO. 25053
SHEET
L - I
W
[,If, 112111 im"
4' WIDE SIDE YARD
MAINTENANCE ACCE55
T- 6 CONCRETE CURB AROUND ALL
VEHICULAR PAVEMENT AREA5
SEE ARCHITECTURAL DRAWING5.
2 FACADE
L I' TREE
40'0.C.
22
VS
22
LMG
2
GJ
28
V5 I FACADE
L I TREE
— 51GHTV151131LITYTRIANGLES, 40' O.C.
(TYP.)
ALL 5HRUB5 TO BE MAINTAINED
UNDER 30" HT.
100
LMG
10 ' WIDE BUFFER
I TREE 350.C.
100% 5 H RU D5
I
Common Name Specification Spacing
Var. Arbicola 3 al., 24" ht. x 24" spr. 30" O.C. ANY CHANGES IN SPECIES, SPECIFIC�iIONS O
Var. Shell Gin er 3 gal., 24" ht. x 24" spr. 30" O.C. DESIGN WITHOUT THE CONSENT OF THE PLANNING
9 DIRECTOR RENDERS PLAN APPROVAL Miami Supreme Gardenia 3 gal., 24" ht. x 24" spr. 30" O.C.
Ivy I gal., 12" ht. x 12" spr. 1511 O.C.
Hlbl5cu5 3 gal., 24" ht. x 24" spr. 30" O.C.
Dahoon Holly 12' ht. x 4' spr., 2.5" cal. 35' o.c. Z. ALL LANDSCAPING TO BE PROTECTED FROM
MINIMUM
Crape Myrtle 8' ht. x 4' 5pr., 2" cal. 40' o.c. S? VEHICULAR OR PEDESTRIAN TRAFFIC V A
Giant Lirlope I gal., 12" ht. x 12" spr. 18" O.C. SIX INCH HIGH CURSING OR WHEEL STOPS.
Aztec Grass I gal., 12" ht. x 12" spr. 18" O.C.
Podocarpus 3 gal., 24" ht. x 24" spr. 30" O.C. AND
Nandma 7 gal., 3G" ht. x 24" spr. 30" O.C. ALL AREAS BETWEEN ST�RFEp )RMRECYENE
Live Oak 12' ht. x 4' spr., 2.5" cal. 35' o.c. Z,� PARKING lot 1013E T NG IRENMENj,
Indian Hawthorn 3 gal., 14" ht. x 14" spr. 30" O.C. 01NER ►AN�SCAP
Giant Bird of Paradise 10 gal., 5' ht. x 18" spr. 15' o.c. I l,`,,.)L zrl taller
Dwarf Confederate Ja5mme I gal., G" ht. x 12" spr. 18" O.C. 1L,,,L�;r,o " "'`t 13e �`' (TI ::'' °R1•
ALL tau ptiL�r to C
�'7zT aI>F'ro` eLl p are mart l;Lt
Elm 12 r ht. x 4 I 5pr., 2.5" cal. 35 r o.c. ectiau f�e3
5andankwa Viburnum 3 gal., 24" ht. x 24" spr. 30" ox
1 -2'�
1294 G'rove 4 toy(% U,C
ON r► .rr A l 1 A 1r-%—% /- A rnr k i/1Tr-e%
UE:N[:Nf\L LHIN VJLHr L INU I LZ�)
I . All plant materials shall be Florida # I or better and Installed to highest nursery standards. Plants shall be
healthy, free of pest and disease.
2. All plants shall be container grown except as noted on plan.
3. Ail palms and trees shall have straight trunks with no twists, knotting or other defective characteristics.
4. Mulch shall be 1007o Pine Bark, Installed to a minimum thickness of 2'.
5. Sod shall be 95% weed free St. Augustine "Iloratam ", Installed with tight points.
G. All dimensions shall be field checked by the Landscape Contractor prior to construction with any
discrepancies reported to the Landscape Architect.
7. All materials shall be as specified on the plans. If materials, labor or Installation techniques do not adhere
to the specifications, they will be rejected by the Landscape Architect with Specified matenais and Installation
carried out by the Landscape Contractor at no additional cost.
8. No substitutions of materals or changes to the drawings or speclfications shall be made.
9. All required permits are to be provided by the Installing contractor unless specifically stated otherwise in
the specifications.
10. Contractor Identification signs shall not be allowed on the project.
1 1. Contractor shall be responsible for all Items as shown or described on this plan and specifications.
12. A{I proposed landscape and Sod areas containing turf or weeds Shall be treated with "Round -up" per
manufacturer's specifications.
13. Landscape Contractor shall provide all necessary site preparation required to ready the site for planting as
specified.
14. The landscape Contractor shall warranty and guarantee all materals and labor for a period of 90 days for
shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion.
15. All repairs and/or replacements shall be made by the Landscape Contractor within 10 working days upon
notification of any deficiencies by the owner or their representative.
I G. All questions regarding the Landscape Plans and Specifications shall be directed to the Landscape
Architect at (727) 787 -2840.
FERTILIZATION
5hrub5 and Tree5
All trees and shrubs shall be fertilized with'Agriform" 20 -15 -5 planting tablets at time of planting and prior to
Installation of plant pit backfill. Tablets shall be placed uniformly around the root ball at a depth that Is between
the middle and bottom of the root ball.
Application Rate:
I Gallon Container: I - 21 gram tablet
3 Galion Container: 2 - 21 gram tablets 1 s {`
5 Gallon Container: 3 - 21 gram tablets ti �� {� j
7 Galion Container: 4 - 21 gram tablets
Trees: 3 tablets per each 1/2' caliper of trunk b L `
Groundcover Areas
All groundcover areas shall receive fertilization with "0zmocote' time release fertilizer per manufacturer's
specifications.
213 Tree dripline
°
•
Ex15ting tree to
remain
°
I x4 pt rails
48" Height 2x4 pt post
24' Depth sting grade
TREE PROTECTION DETAIL
Set tree plumb, 0 •
with top of 0 •
rootball 1 112' °
above finish
grade • • •°
Rubberh
# 12 gauge wire
2' Mulch 12' length red
3' Tree wel piastic flag
Finish grad tape
2X4 pt 5ta ip?gf�'
�:�. EX15ting native
Root ball 5011
Native Sod
backflll
TREE PLANTING DETAIL
get shrub
• • ° • plumb, with top
2' Mulch • ° •� of rootball I'
e above finish
Finish Grade o
grade
Root ball Existing native
Native Sod sod
backflll
SHRUB PLANTING DETAIL
LANG SCAPE PLAN
API'► OVE—D AS NOTED N
P2
0 10 20' 40'
5cal e 1 11 = 10' -0"
m
Do
N
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00
ILI
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CDA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787 -2840
Fax 727 785 -4017
Landscape Architecture
Site Planning
Contract Administration
r JOB NO. 25053
SHEET
L - I
get shrub
• • ° • plumb, with top
2' Mulch • ° •� of rootball I'
e above finish
Finish Grade o
grade
Root ball Existing native
Native Sod sod
backflll
SHRUB PLANTING DETAIL
LANG SCAPE PLAN
API'► OVE—D AS NOTED N
P2
0 10 20' 40'
5cal e 1 11 = 10' -0"
m
Do
N
oY
00
ILI
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r o
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J Q
N� Cy`� C
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CDA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787 -2840
Fax 727 785 -4017
Landscape Architecture
Site Planning
Contract Administration
r JOB NO. 25053
SHEET
L - I
•.
v4 3
V;
Ln
tv
O �.
W
s- o
X U.
W > N
O \ V
Ln
�-- N U
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cqd
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CDA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787 -2840
Fax 727 785 -4017
Landscape Architecture
Site Planning
Contract Administration
r JOB NO. 25053
SHEET
L - I
W
s- o
X U.
W > N
O \ V
Ln
�-- N U
W
cqd
CL
J >
CDA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787 -2840
Fax 727 785 -4017
Landscape Architecture
Site Planning
Contract Administration
r JOB NO. 25053
SHEET
L - I
W
cqd
CL
J >
CDA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787 -2840
Fax 727 785 -4017
Landscape Architecture
Site Planning
Contract Administration
r JOB NO. 25053
SHEET
L - I
CDA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787 -2840
Fax 727 785 -4017
Landscape Architecture
Site Planning
Contract Administration
r JOB NO. 25053
SHEET
L - I
SIGHT V151BILITY TRIANGLES
W(P.)
ALL SHRUBS TO BE MAINTAINED
UNDER 30" HT.
- -"-'•� -NEW UNDERGROUND
'4 h ELEC POWER
150 15H 15Q
B' LOT 14 OL•2 15Q 15H 36.9
NEW POWER
15Q LOCATION
2,
® rV
LOT 15
'v
150
LOCATION OF S ID WASTE
OCONTAINE ND STAIRS �(� ... .. ............. Z
f �Z
a Z
0
d o/ .
❑ A•• EXIST. TWO STORY H •;
TOPS FRAME BUILDING '--V< OAK1 ! ;
I off �.4 ' A. # 1254 1 off
a.
4 5H
Li 4011 4 ., : •, .
'. -4
• - • :I 5H I OQ 34.9• d z
13 •.
El ..
I OH % a N _B 36.a 6" CONC. DRNWAY
' ? 5 5H -B 5H -B 5 1 36.3' 3000 PSI W /6'x6" e
d
-l5if - 1oxio w.w.M. .• t
• . a' • , , .d 34.8 -B ..'
❑ Or .. . _ : •,5H -B 5H -(� -B ' 3as '• I L1.1
•' d _
' • 5" CONC, DRNWAY - • 1y4; • •i • ' •. _ •�' `
�. • 3000 PSI W/ 6"X6' • . d •i q • • 6" N(H�EL EA .2 ' f
d , .1oxi0 W.W.M. $TO s. • - ! • .
d • �•. ; . _ d 4 f
.. a - :• ,
I. �•f •
• a "• 'd 00 - �'A IOh ,
�, p
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• i D •' ! Z
I OH • 3 fa , a ...34.9
•
-4 • • .
• ° `
d 51GHT V151BILITY TRIANGLES
a + ALL SHRUBS TO BE MAINTAINED
QV-4 A .• : a: •: UNDER 30" HT.
• CONC. SPILLWAY 2
IOH • • bV • _
BOAS
.. d A. -• : '.: ' •. �'f1'.'.'.':.'.'.. 33.a 1 Q O 15P O t
I t d : DETENTION N
C d- 12" DEEP 430 C. 2
.'. {.2i fin,:...:.. ♦ ' 22' -0" t • . .. .. QVA
2OL41.6' •
d 'i 1. •
:. ' d. .
t I H m
•
• � , EXIST, 4' CO .SIDEWALK
d,
•d'• .
oz 6" FIBROUS CONC. d •
K 3000 PSI W/ 6'-XS'
• < AOx1O W.W.M. • .
NO PLANTING , d i , NO PIA TINO
•` , ' ' • .4 EXPA ION JNT.
LAURAL STREET (P)
GROVE STREET (F)
'- 51GHT V15113ILITY TRIANGLES
( yP•)
ALL 5HRUB5 TO BE MAINTAINED
UNDER 30" HT.
THRE E WATE R M TRS
ONE LAWN MTR
(NOTE: METERS TO BE 12' OFF COVER)
BACKFLOW PREVENTORS PROVIDED
BY CITY
MAN
1 - lam. ,�,.""_._.. ----•� i . I
GENERAL IRRIGATION NOTES
Install a new automatic Irrigation system to provide 100% coverage of all Iandricap �e
2 Shrub risers shall only be used In hedges or mass plantings. Risers shall not extend more than 2' above the
Installed height of the plant. All driers 5hall be schedule 40 pipe, painted black. in no case shall shrub risers be
Installed adjacent to walkways, driveways or other areas where they may be damaged.
3. All heads Installed In planting areas along walks, drives and parking lots 5hall be 12" pop -up fixed spray
heads. All heads shall be Installed with the top of the spray body flush with finish grade. All groundcover areas
shall be Irrigated with 12' pop -up fixed spray heads and extensiionri as required.
4. All sodded areas shall be Irrigated with 4' pop -up spray heads or pop -up gear driven heads unless
otherwise 5peclfied.
5. Pipe, valves and other Irrigation equipment may be shown In drives, walks or buildings for clarity only. Install
all valves and other equipment In landscape beds for best accessibility and concealment.
G. Valves shall be Ir5talled In a manifold within a valve box of sufficient size to Service all valves within the box.
Valve box shall be free from any debris which may cover valves. Provide a 3' depth gravel 5ump at the bottom of
the valve pit.
7. All Irrigation equipment and Installation techniques Shall meet federal, state and local codes, regulations and
ordinances.
8. All gear driven heads and all heads along walks, curbs, drives and parking areas Shall be installed on flexible
polyethylene Swing joints.
9. Gear driven heads and fixed spray heads shall be Installed on Separate zone5where possible. Precipitation
rates and head type Should be compatible within each zone.
10. Gear driven heads shall not be Installed In Shrub areas or be Installed on risers where possible.
I I . Controller shall be mounted as Shown on plan
12. All sleeves shall be schedule 40 pipe Installed a minimum of 14' below grade. 51eeve5 shall be used only
to Install lateral Irrigation Imes through. 51eeve5 shall not be used as a method to convey water through the
5y5tem.
13. Adjust all heads to provide maximum coverage and efficiency and minimize overthrow. Irrigation heads shall
not Spray over walks, drives or any other non - Irrigated areas.
14. Equipment Shall be manufactured by, 'Toro', "Rainbird' or 'Hunter' or as otherwise stated on the plans.
15. Contractor shall field verify water source to deliver the proper pressure, pounds per square Inch (P51) and
water flow, gallons per minute (GPM) as required by the Irrigation system, Notify the Landscape Architect if there
1s any discrepancy.
I G. All permits required for Installation shall be provided by the contractor.
17. Refer to the Landscape Plans when locating all Irrigation equipment. Allow ample room near irrigation
equipment for the proper Installation of trees, shrubs and other work Shown on drawings to be Installed.
18. All wires shall be Installed In wire sleeves.
19. Contractor shall be responsible for all items on the plan and Irrigation Specification.
20. Contractor shall In5truct the owner on the full operation and maintenance of the Irrigation System.
21. Contractor shall be responsible for all final repairs or adjustments to provide proper Coverage to all
landscape areas.
22. All questions regarding Irrigation specifications shall be directed to the Landscape Architect at (727)
787 -2840.
PIPE SIZING CHART
0 -5 GPM
112' PVC PIPE
6 -1 O GPM
3/4' PVC PIPE
I I- 15 GPM
I' PVC PIPE
16 -25 GPM
I I/4' PVC'IPE
26- 35 GPM
1 112@ PVC PIPE
36-50 GPM
2' PVC PIPE
50+ GPM
2 I/2' PVC PIPE
IRRIGATION LEGEND
Symbol
5peufication
0 5F -B
Toro 5' Radius Full Circle Bubbler
0 5H-B
Toro 5' Radius Half Circle Bubbler
0 50-B
Toro 5' Radius Quarter Circle Bubbler
0 5C5T -B
Toro 5' Radius Center 5tnp Bubbler
E] I OF
Toro 10' Radius Pull Circle 5prayhead
❑ I OTQ
Toro 10' Radius Three Quarter Circle 5prayhead
❑ I OH
Toro 10' Radius Half Circle 5prayhead
[] I OQ
Toro 10' Radius Quarter Circle 5prayhead
015F
Toro 15' Radius Full Circle Sprayhead
O1 5T
Toro 15' Radius Three Quarter Circle 5prayhead
015H
Toro 15' Radius Half Circle 5prayhead
0150
Toro 15' Radius Quarter Circle 5prayhead
QI 5E5T
Toro End Strip 5prayhead
At 555T
Toro Side 5trip 5pray4ead
A 5C5T
Toro Center strip riprayhead
OI -25F
Hunter Full Circle Gear Driven Head 6 GPM
O1 -25ADJ
Hunter Adjustable Rad vg Gear Driven Head 3 GPM
1 -25
Hunter AdjJFull Radius Gear Driven Head - Alternate
H
Gate Valve
Water Source - Water Meter
Netafim Underground Drip lrnVtion
®
Emitter flow = .9 GPH
Emitter spacing = 12'
Techline spacing = 16'
Bunal depth = 4'
Application Rate = 1.1 !'/hour
LA Toro Solid state Dual Program Controller
WITH RAIN 5EN50R
Class 160 P.V.C. Lateral Line (max. flow 5 feet/sec.)
•----- - - - - -• Main Line - 5ch. 40 1.5' PVC pipe
(max flow 5 feek/sec.)
NOTE: IRRIGATION CONTRACTOR SHALL INSTALL NETAFIM
UNDERGROUND DRIP AT THE BASE OF EACH INSTALLED
TREE. PROVIDE A MINIMUM OF G EMITTERS PER TREE.
IN5TALL TREE IRRIGATION ON SEPARATE IRRIGATION ZONE
AT CONTROLLER- SEE SHEET L- I FOR TREE LOCATIONS.
Finish Grade
IN 1111 IN 11 in IN I in III ME 111
Concrete donut 4P Pop-up fixed spray head
at each head
Poly ell Poly ell
8' Poly flex PP6
PVC lateral line pipe PVC Fitting
IRRIGATION SPRAY HEAD DETAIL
Finish Grade
Concrete donut
at each had
Pop -up gear driven at
-�ray head
Poly all
I B' poy flex pipe
PVC Fitting Poly el
PVC lateral line pipe
IRRIGATION GEAR DRIVEN HEAD DETAIL
-Knish Grade
uniurwwrwurwwrw�mm�w■
12' minimum dept- Install sleeves under all paved areas
Lateral zone lines
18' minimum depth Instal sleeves under all paved areas
Mainline piping (schedule 40 PVC)
Remote control valve woes to ba Installed under mainline
saure to mainline at & Intervals with waterproof
We wrapped 4 times around pipe at each location
IRRIGATION PIPE DEPTH DETAIL
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CDA
COPLBY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787 -2840
Fax 727 785 -4017
Landscape Architecture
Site Planning
Contract Administration
JOB NO. 25053
SHEET
5ca l e I "= 10' -0" IR- I
THESE PLANS APPLY TO SECTION
606 OF THE 2001 FLORDA BUILDING CODE.
8'_O ROOF DIAPHRAM NAILING SCHEDULE 8=0
MIN.. MIN.
RIDGE LINE Fj
+ + +
+ + +
FRAMING NOTE5:
NOTE+
8d COMMON NAILS ® 6" O.G. FIELD, 3" O.G. EDGES.
ALL 19/32" GDX PLYWOOD TO BE NAILED 4" O.G.
ENDS AND 8" O.G. FIELD UNLE55 NOTED
8d COMMON NAILS ® 4" O.G. EDGE5 TRUSS HURRICANE ANCHORS
8d C.OMMON NAILS ® 8" O.G. INTERMEDIATE , -olio T/1TAI I CAI. T'11 I -s "I
ALL INTERIOR DIMENSIONS ARE GIVEN TO
THE INDICATED FACE OF THE STUD UNLE55
NOTED OTHERAISE.
ALL EXTERIOR DIMENSIONS ARE GIVEN TO
THE FACE OF THE STUD OR FACE OF BLOCK
(A5 APPROPRIATE) WHICH LINES WITH THE
FOUNDATION BELOW.
ALL WOOD IN CONTACT WITH CONCRETE OR
MASONRY SHALL BE PRESSURE TREATED OR
APPROVED CEDAR, OR HAVE 15 LB. FELT BARRIER
NAILING 56HEMLE
LEDGER STRIP
I6d
50LE PL. TO JOIST OR BLK'G -FACE NAIL
16d
TOP OR SOLE PL. TO STUD -END NAIL
16d
STUD TO SOLE PL.- TOE NAIL
8d
DEL. STUDS -FACE NAIL
I6d
DEL. STOP PLATES -FACE NAIL
I6d
CONTINUOUS HD'R TWO PLACES
I6d
CONTINUOUS HD'R TO 5TUD- TOE NAIL
8d
1X8 5HEA71-ING TO EA. BRN'G -FACE NAIL
8d
OVER IXB 5HEATKNG TO EA. BRN'G -FACE NAIL
ad
BUILT UP CORNER STUDS
I6d
BUILT UP GIRDER5 AND BMS UP TO TRUSS MEMBERS
20d
1/2" GYPSUM SHEATHING
II GA 1 -1/2" 6ALW11I6 HD
5/8" GYPSUM 5HEATHIN6
II GA 1 -3/4" GALV. 7/16 HD
I
\
1 -3/6' DRYAALL NAIL
/..
1 -1/2" DRYAALL NAIL
C71ENERAL NOTES
49' TO 52'
RT 24 1,359 12"
44' TO 48'
RT 22 1;354112"
41' TO 44'
RT 20 1208 10"
3T TO 40'
RT 18 1,057 9"
27' TO 36'
RT 16 906 8"
24' TO 26'
RT 14 "155 -1"
18' TO 23'
RT 10 605 5"
O TO 11'
RT 8 453 4"
NOTE: BEND OR TAI5T THE END ON CONCRETE
GIRDER HURRICANE ANCHORS
TRU55 TOTAL LENGTH
SIZE IN GONG.
37' TO 40'
RT 18 1,057 9"
27' TO 36'
RT 16 906 8"
O TO 26'
RT 14 755 7"
ALL CONNECTORS BY
USP
3 ® EA. JOIST
16" D.G.
2
4
24" O.G.
16" O.G.
16" O.G. ALONG EA. EDGE
3
2
2
24" O.G.
32" O.G. ® TOP d DOT. 5TAGG�JiED
2 ENDS® EA. SPLICE
1.2 "
7" ON CL'b 8" ON AALL5
ALL MATERIALS, SUPPLIES, AND EGU I PMENT TO BE PER
MANUFACTURERS SPECIFICATIONS AND PER LOCAL
BUILDING CODE5.
INSTALL 5/8" WATER RESISTANT DRYWALL AROUND
ALL SHOWERS, TUBS, AND WHIRLPOOLS.
5/8" TYPE 'X' DRYWALL ON ALL WALL5 AND GEILING5
UNLE55 OTHERA15E NOTED.
PLYWOOD SHEATHING SHALL BE MANUFACTURED WITH
EXTERIOR GRADE GLUE IN ACCORDANCE WITH REQUIREMENTS
OF THE PREVAILING BUILDING CODE AND THE AMERICAN PLYWOOD
A550C I AT 1 ON STANDARD P51 -83.
UNLE55 OTHERWISE INDICATED ALL DETAILS OF THE DESIGN,
MATERIALS, AND WORKMANSHIP SHALL GOMPL-r WITH ALL LOCAL
BUILDING G0DE5.
ALL 5UBGONTRAGTOR5 SHALL BE HELD RESPONSIBLE FOR ANY
VIOLATION OF APPL I GABLE REOU I REMENT5.
CONTRACTOR SHALL NOT SCALE DRAWIN65, REFER TO WRITTEN
1;)IMENTION5. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES, AMB1GUITIE5, OM1551ON5, OR UNCLEAR
REPRE5ENTATION5 PRIOR TO CONSTRUCTION.
COORDINATION OF ALL TRADES SHALL BE THE RESPONSIBILITY
OF THE GENERAL CONTRACTOR. NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES, AMBIGUITIES, OM1551ON5, OR UNCLEAR
REPRESENTATIONS PRIOR TO CONSTRUCTION.
50I L5
I N -51 TU 501L CONDITIONS SHALL BE EVALUATED BY THE CONTRACTOR AT THE
TIME OF EXCAVATION; BOIL CONDITIONS NOT MEETING THE MINIMUM REaUIRE-
MENT5 OF THE BOGA ( UNDISTURBED P5F, ETC.) SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER OF RECORD.
501L CONDITIONS AT THE DEPTH OF EXCAVATION FOR THE FOOTING SHALL BE
UNIFORM AND CONSISTENT. NOTIFY THE ENG 1 NEER OF RECORD OF ANY I NCON-
515TENG I E5.
CONTRACTOR SHALL BE RE5PON51 BLE FOR REMOVING AND D 15P051 NG OF ANY
EXCESS EXCAVATION MATERIALS AND FOR OBTAINING AND SUPPLYING ADD-
ITIONAL FILL MATERIAL AS REQUIRED.
WINNOW $ DOOR IMPACT PROTECTION
k4PK r41PTH (- e• -fX)
NOT ; ALL WINDOW5 SHALL BE PROVEN TO RE515T 123 MPH
AIND5 $ PROJECTILE IMPACT, OR PROVIDE
;4 1/2" PLYWOOD PANELS AND FASTENERS.
+
3" GALVANIZED SCREWS
n 1" MIN. PLYWOOD PANELS
16 PRECUT $ LADLED FOR
WINDOW LOGATII
NOTE: PANELS d FASTENERS SHALL
BE INSTALLED FOR INSPECTION
WINDOW SILL BY THE BUILDING INSPECTOR_
2x6 W/ I Y 012 ROOD °
SGREWS O B'" O.G. TO
EA. PLYWOOD PANEL
WINDOW SILL
OVER51 ZE OPEN I NO
6ENERAL DEMOLITION
1. FIELD VERIFY ALL EXI5TING CONDITION5 PRIOR TO
CON5TRUGTION.
2. FIELD VERIFY ALL NEW DIMENSIONS 5HOWN. NOTIFY DESIGNER
OF ANY DISCREPANCIES IMMEDIATELY
3. SNORE EX15TING STRUCTURE A5 REQUIRED DURING REMOVAL OF
PORTIONS OF LOAD BEARING WALLS.
4. WHERE PORTIONS OF REMOVAL ADJOIN ITEMS TO REMAIN, MAKE
CLEAN SAW GUTS TO MINIMIZE REPAIR
5. PATCH ALL EXISTING 5UI;ZFAGE5 THAT REMAIN AND PREPARE THEM
FOR NEW FINI5HE5.
6, VERIFY THE DI6PO51TION OF REMOVED ITEMS WITH OWNER ITEMS TO
BE SALVAGED SHALL BE STORED AND PROTECTED. ITEMS TO BE
D15CARDED SHALL BE 1)15PO5ED OF A5 REQUIRED.
CONCRETE
ALL CONCRETE SHALL CONTAIN 564 #'S OF CEMENT PER YARD AND HAVE A
4 -5" SLUMP, SUPER P OR EQUAL CAN BE ADDED IF PUMPING. THE ADDITION
OF OTHER ADDITIVE5 OR DISPLACEMENT 15 NOT PERMITTED UNLE55
APPROVED. ANY ON 51TE ADDITION OF WATER SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER ON RECORD,
BATCH TIGKET5 SHALL BE PRESENTED TO A CONTRACTORS REPRESENTATIVE
PRIOR TO OFF LOADING. ANY CONCRETE MORE THAN 45 MINUTES OUT PRIOR
TO STARTING PLACEMENT SHALL BE REJECTED.
THE MAXIMUM ADDITION OF WATER SHALL BE LIMITED TO ONE GALLON PER
YARD; NOTE THAT THI5 ADDITION SHALL BE USED TO CONTROL HEAT ONLY,
(NOT SLUMP).
PUMPS SHALL NOT BE PRIMED IN FORMS.
TWO CERTIFIED COPIES OF MIX DATA SHALL BE 5UBMITTED.
REINFORCEMENT
ALL REINFORCING BAR5 5HAL BE A615, 6R60 MIN.
LAP SPLICES SHALL BE 18" MINIMUM FOR #4 BAR.
57EEL SHALL BE STORED ON 51TE ABOVE GRADE, AND COVERED AS
REG2UIRED FOR PROTECTION FROM RAIN AND OTHER P0551BLE DAMAGE.
REBAR SHALL BE GLEAN, AND FREE FROM RU57 AND OIL PRIOR TO THE
PLACEMENT OF CONCRETE.
REBAR SHALL SE TIED AND SECURED AS REQUIRED TO PREVENT DISPLACE -
MENT IN THE FORMS.
TIES, CHAIRS, OR OTHER PRODUCTS SHALL BE PROTECTED WHEN LOCATED
NEAR EXP05EI7 SURFACES.
TWO CERTIFIED COPIES OF MILL 7E5T5 SHALL BE 5U5MITTED.
INFORMATION OF DRAWINGS
- BA510 WIND SPEED, MPH: 123 MPH 3 SECOND GUST, 103 MPH FA5TE5T MILE
- WIND IMPORTANCE FACTOR: I
- WIND EXP05URE: B CATEGORY II
- APPLICABLE INTERNAL PRE554)RE COEFFICIENT: .16
- COMPONEN75 $ CLADDING: ZONE I: +17.5 -27.8
ZONE 21 +17.5 -58.7
ZONE 3: +17.5 -581
ZONE 4: +30.4 -33.0
ZONE 5: +30.4 -401
BUILDING DATA:
FLOOD ZONE: X
BUILDING AREA5:
EXI5TING 5.F. = (MAIN LEVEL) 1,065 S.F.
EXISTING 5.F. = (UPPER LEVEL) 656 5.F.
1,721 5.F.
NEW 5.F. - 81 5.F.
TOTAL S.F. - 1,802 S.F.
51TE AREA = 1,466 5.F. MOL
EXISTING STRUCTURE I.5.R. = 1,560 S.F. MOL 20.85
NEW GONG. PARKING I.5.R. = 2,176 5.F. MOL 21.1%
TOTAL IMPERVIOUS SURFACE = 3,736 5.F. MOL 41.1%
PARKING REO'D: 5
PARKING PROPOSED: 5
THE CONTRACTOR MUST CHEC<
AND VERIFY ALL D I MEN51 ONS OF
THE JOB AND BE RE5PON51 BLE
FOR SAME. REPORT ANY
D15CREPANC I E5 TO THE
DE5167NER BEFORE COMMENCING
WORK_
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Porgy
- - - - -- - - - - -- -
38.8' LOT 14 >� - aL -2 - - -
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LOCATION OF 50LID AA5TE
CHAPTER 54 NOTES:
MAY 20, 2005
DRAWN BY:
ALL NEW $ EXISTING BEDROOM5 TO MEET EGRESS
CHECKED BY:
RANDY MARKS
REOU I REMENT5 PER FBC 2001.
F
ALL NEW $ EXISTING 5EDROOM5 TO HAVE AFC I
CONTAINERS UNDER STAIRS
PROTECTION.
ALL NEW $ EXISTING BEDROOMS TO HAVE HARD
W RED $ BATTERY BArXUP SMOKE DE7EC70R5
W RED TO ANOTHER IN A COMMON AREA.
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ALL NEW $ EXISTING ELECTRICAL WITHIN -7211 OF
=
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PLUMBING TO HAVE GFGI PROTECTION �
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EXTERIOR OUTLETS TO BE WP /GFGI.
O
THE CONTRACTOR MUST CHEC<
AND VERIFY ALL D I MEN51 ONS OF
THE JOB AND BE RE5PON51 BLE
FOR SAME. REPORT ANY
D15CREPANC I E5 TO THE
DE5167NER BEFORE COMMENCING
WORK_
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- - - - -- - - - - -- -
38.8' LOT 14 >� - aL -2 - - -
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LOCATION OF 50LID AA5TE
-
MAY 20, 2005
DRAWN BY:
BP
CHECKED BY:
RANDY MARKS
REVISIONS:
F
CONTAINERS UNDER STAIRS
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-
MAY 20, 2005
DRAWN BY:
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CHECKED BY:
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REVISIONS:
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DATE:
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DRAWN BY:
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CHECKED BY:
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REVISIONS:
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DATE:
MAY 20, 2005
DRAWN BY:
BP
CHECKED BY:
RANDY MARKS
REVISIONS:
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THESE PLANS APPLY TO SECTION
1606 OF THE 2001 FLORDA BUILDING CODE.
g °0 ROOF DIAPHRAM NAILING 50HEDULE 8=O
MIN. MIN.
RIDGE LINE
+ + +
NOTE:
0d COMMON NAILS ® 6" D.G. FIELD, 3" O.G. E06E5.
ALL 19132" GDX PLYWOOD TO BE NAILED 4" O.G.
ENDS AND S" O.G. FIELD UNLE55 NOTED
8d COMMON NAILS ® 4" O.G. ED6E5 TRUSS HURRICANE ANCHORS
6d COMMON NAILS ® 6" O.G. INTERMEDIATE TRU55 TOTAL LENGTH SIZE IN GONG.
FRAMING NOTES:
ALL INTERIOR DIMENSIONS ARE GIVEN TO
THE INDICATED FACE OF THE STUD UNLE55
NOTED OTHERWISE.
ALL EXTERIOR DIMENSIONS ARE GIVEN TO
THE FACE OF THE STUD OR FACE OF BLOCK
(A5 APPROPRIATE) WHICH LINES WITH THE
FOUNDATION BELOW.
ALL WOOD IN CONTACT WITH CONCRETE OR
MA50NRY SHALL BE PRESSURE TREATED OR
APPROVED CEDAR, OR HAVE 15 LB. FELT BARRIER
NAILING 50HEDULE
49' TO 52'
RT 24 1,354 12"
44' TO 46'
RT 22 1,354 12"
41' TO 44'
RT 20 1,20610-
31' TO 40'
RT IS 1,05"1 9"
21' TO 36'
RT 16 406 5"
24' TO 26
RT 14 "155 1'
18' TO 23'
RT 10 605 5"
O TO IT
RT 6 453 4'
NOTE: BEND OR TWI5T THE END ON CONCRETE
GIRDER HURRICANE ANCHORS
CONTINUOUS HD'R TWO PLACES
Ibd
TRJS5 TOTAL LENGTH
512E IN GONG.
31' TO 40'
RT 18 1,051 9"
2T TO 36'
RT 16 406 8"
O TO 26'
RT 14 155 V
ALL CONNECTORS BY
U5P
LEDGER STRIP
Ibd
3 ® EA. J015T
50LE PL. TO JOIST OR BLK'G -FACE NAIL
Ibd
I6" O.C,
TOP OR 50LE PL. TO STUD -END NAIL
16d
2
STUD TO 50LE PL.-TOE NAIL
8d
4
OBL. 5TUD5--FACE NAIL
16d
24" O.G.
DBL. STOP PLATES -FACE NAIL
16d
16" O.G.
CONTINUOUS HD'R TWO PLACES
Ibd
16" O.G. ALONG EA. EDGE
CONTINUOUS HD'R TO 5TUD -TOE NAIL
ed
3
IXb SHEATHING TO EA. BRN'G -FACE NAIL
ad
2
OVER IXb SHEATHING TO EA. BRN'G -FACE NAIL
ed
2
BUILT UP CORNER 5TUD5
Ibd
24" O.G.
BUILT UP GIRDERS AND BM'S UP TO TRUSS MEMBERS
20d
32" O.G. ® TOP 3 BOT. STAGGERED
1/2" GYPSUM SHEATHING
II GA 1 -1/2" GALW.-7 /I6 HO.
2 ENDS® EA. SPLICE
5/5" GYPSUM SHEATHING
II GA I -3/4" GAL \/. 1116 HO.
= 5.0 "
O
1 -3/8" DRYWALL NAIL
= 1.2 "
1 -1/2" DRYWALL NAIL
1" ON GL'G 5" ON WALL5
GENERAL NOTES
ALL MATERIALS, SUPPLIES, AND EOU I PMENT TO BE PER
MANUFACTURERS SPECIFICATIONS AND PER LOCAL
BUILDING CODES.
INSTALL 5/8" WATER RESISTANT DRYWALL AROUND
ALL SHOWERS, TUBS, AND WHIRLPOOLS.
5/8" TYPE 'X' DRYWALL ON ALL WALL5 AND CEILIN65
UNLESS OTHERWISE NOTED.
PLYWOOD SHEATHING SHALL BE MANUFACTURED WITH
EXTERIOR GRADE GLUE IN ACCORDANCE WITH REOU I REMENT5
OF THE PREVAILING BUILDING CODE AND THE AMERICAN PLYWOOD
ASSOCIATION STANDARD P51-a3.
UNLESS OTHERWISE INDICATED ALL DETAILS OF THE DE515N,
MATERIALS, AND WORKMANSHIP SHALL COMPLY WITH ALL LOCAL
BUILDING CODES.
ALL SUBCONTRACTORS SHALL BE HELD RESPONSIBLE FOR ANY
VIOLATION OF APPLICABLE REOUIREMENTS.
CONTRACTOR SHALL NOT SCALE DRAWINGS, REFER TO WRITTEN
DIMENTION5. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES, AMBIGUITIES, OMIS51ON5, OR UNCLEAR
REPRESENTATIONS PRIOR TO CONSTRUCTION.
COORDINATION OF ALL TRADES SHALL BE THE RESPONS 1 B I L I TY
OF THE GENERAL CONTRACTOR. NOTIFY ENGINEER OF RECORD
OF ANY 015CREPANCIES, AMBIGUITIES, OMISSIONS, OR UNCLEAR
REPRESENTATIONS PRIOR TO CONSTRUCTION.
IN-51TV OIL CONDITIONS SHALL BE EVALUATED BY THE CONTRACTOR AT THE
EXCAVATION; 501L CONDITIONS NOT MEETING THE MINIMUM REOUIRE-
MENT5 OF THE BOLA ( UNDISTURBED P5F, ETC.) SHALL BE BROUGHT TO THE
'ATTENTION OF THE ENGINEER OF RECORD.
501L CONDITION5 AT THE DEPTH OF EXCAVATION FOR THE FOOTING SHALL BE
UNIFORM AND CON515TENT. NOTIFY THE ENGINEER OF RECORD OF ANY INOON-
515TENCIE5.
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND D 15P051 N(S OF ANY
EXCESS EXCAVATION MATERIALS AND FOR OBTAINING AND SUPPLYING ADD-
ITIONAL FILL MATERIAL AS REQUIRED.
p )0665--
NINDOW $ DOOR IMPACT PROTECTION
HDA WIDTH (W -IY)
4- NOTE: ALL WINDOW5 SHALL BE PROVEN TO RESIST 123 MPH
WINDS $ PROJECTILE IMPACT, OR PROVIDE
1/2" PLYWOOD PANELS AND FASTENERS,
t
• A
• 3" GALVANIZED SCREWS
• n b MIN. PLYWOOD PANELS
PRECUT d LABLEO FOR
WINDOW LOCATIQN5
• • NOTE: PANELS 3 FASTENERS SHALL
WINDOW SILL BE INSTALLED FOR INSPECTION
BY THE BUILDING INSPECTOR_
o lo
2x6 W/ I yj $12 WOOD
50REW5 ® 8' O.G. TO
EA. PLYWOOD PANEL
o T
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WINDOW BILL
OVER51 ZE OPENING
:
GENERAL DEMOLITION
1. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO
CONSTRUCTION.
2. FIELD VERIFY ALL NEW DIMENSIONS SHOWN. NOTIFY DESIGNER
OF ANY DISCREPANCIES IMMEDIATELY
3. SHORE EXISTING STRUCTURE AS REQUIRED DURING REMOVAL OF
PORTIONS OF LOAD BEARING WALLS,
4. WHERE PORTIONS OF REMOVAL ADJOIN ITEMS TO REMAIN, MAKE
CLEAN SAW CUTS TO MINIMIZE REPAIR
5. PATCH ALL EXISTING SURFACES THAT REMAIN AND PREPARE THEM
FOR NEW FINISHES,
6. VERIFY THE DISPOSITION OF REMOVED ITEMS WITH OWNER, ITEMS TO
BE SALVAGED SHALL BE STORED AND PROTECTED. ITEMS TO BE
DISCARDED SHALL BE DISPOSED OF AS REQUIRED.
I-
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#5 REBAR GONT. � .•
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5" GONG, DRIVWAY
3000 PSI W/
IOXIO WYV.M.
6" GONG. CURB OTL.
6"
3/1 SLOPE MAX
_ (2) =5 REBAR CONT.= 1
#5
VF
RT 46" O.G., ci
— (2) #5 REBAR CONT.-
.`'.`
-_- -- -- 5" CONC. DRIVWAY
— .
3000 P5
- - ry
- --- - -24 "- _ = IOXIO W.W.M.
-- - - - - -- --
GMU OR IGF RETAINING WALL DTL.j
CONCRETE
ALL CONCRETE SHALL CONTAIN 564 #'5 OF CEMENT PER YARD AND HAVE A
4 -5" SLUMP, SUPER P OR EQUAL CAN BE ADDED IF PUMPING. THE ADDITION GV -4
OF OTHER ADD I T I\/E5 OR D 15PLACF-MENT 15 NOT PERMITTED UNLESS O
APPROVED. ANY ON SITE ADDITION OF WATER SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER ON RECORD.
BATCH TICKETS SHALL BE PRESENTED TO A CONTRACTORS REPRESENTATIVE
PRIOR TO OFF LOADING. ANY CONCRETE MORE THAN 45 MINUTES OUT PRIOR
NFORMA71 ON OF DRAK NG5
- BASIC WIND SPEED, MPH: 123 MPH 3 SECOND GUST, 103 MPH FASTEST MILE
- WIND IMPORTANCE FACTOR: I
- WIND EXPOSURE: B CATEGORY II
- APPLICABLE INTERNAL PRESSURE COEFFICIENT: .18
- COMPONENTS d CLADDING: ZONE 1: +1-13 -2-7.8
ZONE 2: +1'73 -58."1
ZONE 3: +1-1.5 -58.7
ZONE 4: +30.4 -33.0
ZONE 5: +30.4 -401
BUILDING DATA:
FLOOD ZONE: X
BUILDING AREAS:
EXISTING S.F. = (MAIN LEVEL) 1,065 S.F.
EXISTING S.F. = (UPPER LEVEL) 656 S.F.
1,-121 S.F.
NEW S.F. = 81 5.F.
TOTAL S.F. = 1,802 S.F.
51TE AREA = -1,466 S.F. MOL
EXISTING STRUCTURE I.S.R. = 1,560 5.F. MOL 20.8%
NEW GONG. PARKING I.S.R. = 2,1-76 S.F. MOL 29.1%
TOTAL IMPERVIOUS SURFACE = 3,136 S.F. MOL 411.q%
PARKING REO'D: 5
PARKING PROPOSED: 5
THE CONTRACTOR MUST CHECK
AND VERIFY ALL DIMENSIONS OF
THE JOB AND BE RESPONSIBLE
FOR SAME. REPORT ANY
O 15CREPANC I E5 TO THE
DESIGNER BEFORE COMMENCING
WORK_
NEW UNDERGROUND / _ --
ELEG POKER /
_ r -000 � o
38.8' LOT I OL -2
LOCATION —y �� `�
Q
Q
TO STARTING PLACEMENT SHALL BE REJECTED. GA5 GA5 G —= 3000 PSI ry d "xb" GA5 C7A5 vA5 C7A� VH5 . VN7 vr.� vr,�
IOXIO NA
THE MAXIMUM ADDITION OF WATER SHALL BE LIMITED TO ONE GALLON PER
YARD; NOTE THAT TH15 ADDITION SHALL BE USED TO CONTROL HEAT ONLY,
(NOT SLUMP).
PUMPS SHALL NOT BE PRIMED IN FORMS.
TWO CERTIFIED COPIES OF MIX DATA SHALL BE SUBMITTED.
REINFORCEMENT
ALL REINFORCING BARS SHALL BE A615, 6R60 MIN.
LAP 5PLICE5 SHALL BE 18" MINIMUM FOR #4 BAR.
STEEL SHALL BE STORED ON 51TE ABOVE GRADE, AND COVERED AS
REQUIRED FOR PROTECTION FROM RAIN AND OTHER POSSIBLE DAMAGE.
REBAR SHALL BE CLEAN, AND FREE FROM RUST AND OIL PRIOR TO THE
PLACEMENT OF CONCRETE.
REBAR SHALL BE TIED AND SECURED AS REQUIRED TO PREVENT DISPLACE-
MENT IN THE FORMS.
TIES, CHAIRS, OR OTHER PRODUCTS SHALL BE PROTECTED WHEN LOCATED
NEAR EXPOSED SURFACES.
TWO CERTIFIED COPIES OF MILL TESTS SHALL BE SUBMITTED.
Q
NO PLANTING / NO PLANTING
/ EXPANSION JNT.
LAURAL STREET (P)
GROVE STREET (F)
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SITE PLAN NORTf I
SCALE:
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Zoning Approved
CITY OF CLEARWATER \
itm P
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05007
CHAPTER 34 NOTES:
MAY 12, 2005
- 1
ALL NEW $ EXI57IN67 BEDROOMS TO MEET EGRESS
CHECKED BY:
RANDY MARKS
REOUIREMENTS PER FBC 2001.
ALL NEW a EX1571NG BEDROOMS TO HAVE AFCI
PROTEOTION.
ALL NEW -$ EXISTING BEDROOMS TO HAVE HARD
WIRED $ BATTERY BACKUP SMOKE DETECTORS
C
K RED TO ANOTHER IN A COMMON AREA.
ALL NEW $ EXI5TING ELECTRICAL WITHIN 72" OF
PLUMBING TO HAVE GFOI PROTECTION
—
N
EXTERIOR OUTLE75 TO BE WP /6FC1.
O
i
THE CONTRACTOR MUST CHECK
AND VERIFY ALL DIMENSIONS OF
THE JOB AND BE RESPONSIBLE
FOR SAME. REPORT ANY
O 15CREPANC I E5 TO THE
DESIGNER BEFORE COMMENCING
WORK_
NEW UNDERGROUND / _ --
ELEG POKER /
_ r -000 � o
38.8' LOT I OL -2
LOCATION —y �� `�
Q
Q
TO STARTING PLACEMENT SHALL BE REJECTED. GA5 GA5 G —= 3000 PSI ry d "xb" GA5 C7A5 vA5 C7A� VH5 . VN7 vr.� vr,�
IOXIO NA
THE MAXIMUM ADDITION OF WATER SHALL BE LIMITED TO ONE GALLON PER
YARD; NOTE THAT TH15 ADDITION SHALL BE USED TO CONTROL HEAT ONLY,
(NOT SLUMP).
PUMPS SHALL NOT BE PRIMED IN FORMS.
TWO CERTIFIED COPIES OF MIX DATA SHALL BE SUBMITTED.
REINFORCEMENT
ALL REINFORCING BARS SHALL BE A615, 6R60 MIN.
LAP 5PLICE5 SHALL BE 18" MINIMUM FOR #4 BAR.
STEEL SHALL BE STORED ON 51TE ABOVE GRADE, AND COVERED AS
REQUIRED FOR PROTECTION FROM RAIN AND OTHER POSSIBLE DAMAGE.
REBAR SHALL BE CLEAN, AND FREE FROM RUST AND OIL PRIOR TO THE
PLACEMENT OF CONCRETE.
REBAR SHALL BE TIED AND SECURED AS REQUIRED TO PREVENT DISPLACE-
MENT IN THE FORMS.
TIES, CHAIRS, OR OTHER PRODUCTS SHALL BE PROTECTED WHEN LOCATED
NEAR EXPOSED SURFACES.
TWO CERTIFIED COPIES OF MILL TESTS SHALL BE SUBMITTED.
Q
NO PLANTING / NO PLANTING
/ EXPANSION JNT.
LAURAL STREET (P)
GROVE STREET (F)
�1
pus,!('r;�,i -3
SITE PLAN NORTf I
SCALE:
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Zoning Approved
CITY OF CLEARWATER \
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05007
DATE:
MAY 12, 2005
- 1
BP
CHECKED BY:
RANDY MARKS
REVISIONS:
Q RETAINING WALL 5 -25 -05
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COMMISSION NO.:
05007
DATE:
MAY 12, 2005
- 1
BP
CHECKED BY:
RANDY MARKS
REVISIONS:
Q RETAINING WALL 5 -25 -05
t
COMMISSION NO.:
05007
DATE:
MAY 12, 2005
DRAWN BY:
BP
CHECKED BY:
RANDY MARKS
REVISIONS:
Q RETAINING WALL 5 -25 -05
cl
10 ' WiDE BUFFER
i TREE 35' O.C.
100% 5 H RU D5
DUFFER
HEDGE
3011 O.C.
5" CO NC. DRNWAY
3000 PSI W / 6"X6"
10x10 W.W.M.
CMU OR ICF RETAINING WALL DTL.
10 ' WIDE BUFFER
I TREE 35' O.C.
100% 5 H RU D5
5" CONC. DRNWAY
3000 PSI W/ 6 1IX61
10x10 W.W.M.
R^ rnwlr !`I I�Q r\TI
BUFFER
ALL SHRUBS TO BE MAINTAINED
UNDER 30" HT.
BUFFER
TREE 35'
O.C.
Plant
M
Quantity
Code
Botanical Name
I
AR
Acer rubrum
12
ARB
5chefflera arblcola
2
GJ
Gardenia 5pp.
G
HIB
Hlbl5cu5 Spp.
1
iC
Ilex ca55me
4
L I
Lager5troemia indica
144
LMG
Liriope muscarl
90
LMM
Ophiopogon interm
5G
ICB
Ilex cornuta burfordu
5G
RI
Raphiolepis Indica
I
5N
5trelitzia nicolal
433
TJN
Trachelo5permum a5iaticum "minima"
I
UA
Ulmus alata
I
V5
Viburnum 5uspen5um
Common Name
Red Maple
Var. Arbicola
Miami Supreme Gardenia
HIb15CU5
Dahoon Holly
Crape Myrtle
Giant Liriope
Aztec Gra55
Burford Holly
Indian Hawthorn
Giant Bird of Paradise
Dwarf Confederate Jasmine
Elm
5andankwa Viburnum
Specification
5pacincg
12' ht. x 4' 5pr., 2.5" cal.
35' o.c.
3 gal., 24" ht. x 24" 5pr.
30" o.c.
3 gal., 24" ht. x 24" 5pr.
30" O.C.
3 gal., 24" ht. x 24" 5pr.
30" O.C.
12' ht. x 4' 5pr., 2.5" cal.
35' o.c.
8' ht. x 4' 5pr., 2" cal.
40' o.c.
1 gal., 12" ht. x 12" 5pr.
il8" o.c.
I gal., 12" ht. x 12" 5pr.
18" o.c.
3 gal., 24" ht. x 24" 5pr.
30" O.C.
3 gal., 14" ht. x 14" 5pr.
30" O.C.
5 gal., 3' ht. x 18" 5pr.
I gal., G" ht. x 1211 5pr.
18" 0.C.
12' ht. x 4' 5pr., 2.5" cal.
35' o.c.
3 gal., 24" ht. x 24" 5pr.
30" o.c.
4' WIDE 51DE YARD
MAINTENANCE ACCE55
- SIGHT VISIBILITY TRIANGLES
(TYP•)
ALL SHRUBS TO BE MAINTAINED
UNDER 30" HT.
i 0 ' WIDE BUFFER
I TREE 350.C.
100% 5 H RU D5
FACADE
TREE
40' 0. C.
FACADE
TREE
40' O.C.
GENERAL LAN D5CAPE NOTE5
I . All plant materials shall be Florida # I or better and Installed to highest nursery standards. Plants shall be
healthy, free of pest and disease.
2. All plants shall be container grown except as noted on plan.
3. All palms and trees shall have straight trunks with no twists, knotting or other defective characteristics.
4. Mulch shall be 100% Pine Bark, installed to a minimum thickness of 2'.
5. Sod shall be 95% weed free St. Augustine "Floratam ", installed with tight points.
G. All dimensions shall be field checked by the Landscape Contractor prior to construction with any
discrepancies reported to the Landscape Architect.
7. All materials shall be as specified on the plans. If materials, labor or Installation techniques do not adhere
to the specifications, they will be rejected by the Landscape Architect with specified materials and Installation
carried out by the Landscape Contractor at no additional cost.
8. No substitutions of materials or changes to the drawings or specifications shall be made.
9. All required permits are to be provided by the Installing contractor unless specifically stated otherwise in
the specifications.
10. Contractor identification signs shall not be allowed on the project.
1 1. Contractor shall be responsible for all items as shown or described on this plan and specifications.
12. All proposed landscape and sod areas containing turf or weeds shall be treated with "Round -up" per
manufacturer's specifications.
13. Landscape Contractor shall provide all necessary site preparation required to ready the site for planting as
specified.
14. The landscape Ccntractor shall warranty and guarantee all materials and labor for a period of 90 days for
shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion.
15. All repairs and/or replacements shall be made by the Landscape Contractor within 10 working days upon
notification of any deficiencies by the owner or their representative.
G. All questions regarding the Landscape Plans and Specifications shall be directed to the Landscape
Architect at (727) 787 -2840.
FERTILIZATION
5hrub5 and Trees
All trees and shrubs shah be fertilized with "Agriform" 20 -15 -5 planting tablets at time of planting and prior to
installation of plant pit backfill. Tablets shall be placed uniformly around the root ball at a depth that Is between
the middle and bottom of the root ball. ZONING APPROVED
Application Rate: CITY OF CLEARWATER
I Gallon Container: I- 21 gram tablet P LA N G O
3 Gallon Container: 2 - 21 gram tablets PA RTM E N i
5 Gallon Container: 3 - 21 gram tablets OY
7 Gallon Container: 4 - 21 gram tablets
Trees: 3 tablets per each 112' caliper of trunk DATE
Groundcover Areas
All groundcover areas shall receive fertilization with "Ozmocote" time release fertilizer per manufacturer's
specifications.
213 Tree dripline
0
•
Existing tree to •
remain
• o
i x4 pt rajis
48" Height 2x4 pt post
24" Depth istl grade
TREE PROTECTION DETAIL
Set shrub
. • ° • plumb, with top
2' Mulch • 0 0 •• of rootball i'
c above finish
Finish Grade-, o grade
Root ball Existing native
Native sod soil
backfill
SHRUB PLANTING DETAIL
6.W
0 10' 20' 40'
Scale I " = I U -0"
. ■
0 , •
°
U.
Set tree plumb, l
•
'
with top of
•
4-J
cd
rootball 1 1/2' 0
0 Vi
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above finish
>
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grade • •
•°
41
Rubber hose
l2 gauge wire
2" Mulch
12' length red
3" Tree well
plastic flag
Fil grad
tape
2x4 pt sta
�r
Eostmg native
Root ball!
�' t
soft
Native sod
backfill
TREE PLANTING DETAIL
Set shrub
. • ° • plumb, with top
2' Mulch • 0 0 •• of rootball i'
c above finish
Finish Grade-, o grade
Root ball Existing native
Native sod soil
backfill
SHRUB PLANTING DETAIL
6.W
0 10' 20' 40'
Scale I " = I U -0"
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COPLEY DESIGN ASSOCIAT.!3S.
LANDSCAjr ".1. "1y
ARCHITEC'''� ""
1666 Laney Drive �';;1
:
Palm Harbor, Florida 3,NI ; z
Phone 727 787 -28d t w
Fax 727 785 -401' o cr
Landscape Architect ,,.J, %tt� g
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Site Planning J , °'i (J z z
Contract Administn,V,,11 0
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JOB NO. 25053
SHEET
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CDA
COPLEY DESIGN ASSOCIAT.!3S.
LANDSCAjr ".1. "1y
ARCHITEC'''� ""
1666 Laney Drive �';;1
:
Palm Harbor, Florida 3,NI ; z
Phone 727 787 -28d t w
Fax 727 785 -401' o cr
Landscape Architect ,,.J, %tt� g
p'1w Q
Site Planning J , °'i (J z z
Contract Administn,V,,11 0
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JOB NO. 25053
SHEET
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NEWUNDERGROUND
ELED POWER
15Q 150 f5H 150
QL -2 15Q
8. ...
......................
1555T L T� :::....T:::::':::: NEW POWER /
LOCATION (7
.............................
Do
LOT 15
d-
AR OF NEW
50 (TQ CON RUCTIO H 5H -B .5.....
15 5H 15H
r35
�5H CONTAINERS SOLI�WASTE
❑ RB 5.64 EXIST. TWO STORY off TOPS EL ,5H B FRAME BUILDING SILKOAK•1 5H B 15H
/ 1 54 . AX. WA L # 2 3/1 SLOPE MAX 5H 35.0 � I AR OF NEW I 5 H
- - CO STRUCTION 0 0 0 EN OSE EXIST. W
ERED PORCH
- 5 5G�
T. #5 REBARCON -
c2) , . �:_: I OH 35.9 I I i ' • - � Q N • _ -
-III#5 V ERT 48" O.C. 5 $ 5 36.3'
_B 5H B
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M 34.8'
- d
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- ONT, - d
-2 #S REBARC
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- I I =111 = III =11 { =11I ..':-'': ❑ ' „° .. �. 5tf -B d5H -B -B 34.6' SQ 15H W
,� .:..•:.. • ,: ' • _ • . 6. CAC. CURB m
i
1 1 1-1111 I1 =III 1I ;'` q; ���K =t �•�°� . _ : "��� i ":-: � I I I I i l-- - I I 4 ° Y 4"CONC.DRIVWA
3000 PSI W /6.'X6" (JU d 10x10WWM d °
4
O
-2 EAR I
d Q
5" CONC. DRIVWAY - I D w d
--� l -• = I I I� . 3000 PSI W1 6"X&' 3/1 SLOPE -24 HT. MAX. ALL
" MA `-
1OX10 W.W.M. ---D ' ° °
15H 14'
d 6 "CTC ` CUR B
15H
1011 ° 34.0' 34:05
CMU OR ICF RETAINING WALL DTL. l OH ° S 5IGHT V151BILITY TRIANGLE5
❑ d (TYP.)
° ALL 5HRUB5 TO BE MAINTAINED
d • • UNDER 30" HT.
... CONC. SPILLWAY
- 10 ; . d QV ° O
d .. Q 32.5'
D TENTION A
2 .2 :........: -. 1$ "DEEP 430 C.F. N 2 r
...'. .' 'y, • . 1, . .
�.�.. �.... ' d 24 -0 .'.'.':..:.'.'.'.20.'.. &;Q 5' (SL PE S 4;) QVd
....... - CGt�CURB
:l. .. A d A THREEWATERMTRS
L1V.' :.'...:..'..'.'.'.. '.'. W ° d ONE LAWN MTR
O....: '. '.'...... 3t3 / (NOTE: M TERS TO BE 12" OFF .. VEK'. .......'.....
.............
T.3 34.6 ..........'.'.. 3�
O I H
d d d r ACKFLOW PREV NTORS PROV ED
D ° d EXIST. 4' CO OSIDEWALK BY CITY O
°
z 6" FIBROUS CONC,
d 2 3000 Psi W/ 6'X6'
10x10 W.W.M.
NO PLANTING ° NO PLANTING
EXPA ION JNT.
6'
LAURAL STREET (P)
GROVE STREET (F)
r. t0
#5REBARCONT. '�1 '__�: :: -r•_
51GHT V151DILIW TRIANGLES MAN oLE
(TyP -)
ALL 5HRU135 TO BE MAINTAINED
5 "CONC. DRIVWAY UNDER 30" HT.
3000 PSI W 1 6'x5"
10x10 W,W.M.
6" CONC. CURB DTL.
/`cK1C0 A 1 I001a/"% A-rinKl KIn-rFG
0L_IVLI\-NL- II \I \1UnI IIJIN IVIJ 1 LJ
I . Install a new automatic Irrigation 5y5tem to provide 100% coverage of all landscape areas.
2 Shrub rl5er5 5hall only be used In hedges or mass plantings. RI5er5 Shall not extend more than 2" above the
In5tailed height of the plant. All n5er5 Shall be schedule 40 pipe, painted black. In no case shall Shrub n5er5 be
I1115tailed adjacent to walkways, driveways or other areas where they may be damaged.
3. All heads Installed In planting areas along walk5, drives and parking lots Shall be 12" pop -Up fixed 5pray
heads. All heads Shall be Installed with the top of the spray body flush with finish grade. All groundcover areas
shall be Irrigated with 12' pop -up fixed spray heads and exten5lom a5 required.
4. All Sodded area5 Shall be Irrigated with 4" pop -up 5pray heads or pop -up gear driven heads unle55
otherwise Specified.
5. Pipe, valve5 and other Irrigation equipment may be shown In drlve5, walks or bwidng5 for clarity only. Install
all valve5 and other equipment In landscape beds for best acce551b11ity and concealment.
6. Valves 5hail be m5talled in a manifold within a valve box of 5ufficlent 51ze to 5ervlce all valves within the box.
Valve box 5hall be free from any debris which may cover valves. Provide a 3' depth gravel Sump at the bottom of
the valve pit.
7. All irrigation equipment and Installation techniques Shall meet federal, State and local codes, regulatlon5 and
ordinances.
8. All gear driven heads and all heads along walks, curbs, drlve5 and parking area5 Shall be m5talled on flexible
polyethylene 5wing,loint5.
9. Gear driven head5 and fixed 5pray heads 5hall be. Installed on Separate zone5where possible. Precipitation
rates and head type Should be compatible within each zone.
10. Gear driven heads Shall not be installed in Shrub area5 or be Installed on n5er5 where p0551ble.
1 1. Controller shall be mounted a5 shown on plan
12. All 5leeve5 Shall be 5chedule 40 pipe installed a minimum of 14" below grade. 51eeve5 Shall be used only
to install lateral Irrigation IIne5 through. 5leeve5 Shall not be u5ed as a method to convey water through the
5y5tem.
13. AdjU5t all heads to provide maximum coverage and efficiency and minimize overthrow. Irrigation head5 shall
not 5pray over walks, drlve5 or any other non - Irrigated area5.
14. Equipment Shall be manufactured by, "Toro', "Rainbird" or "Hunter" or a5 otherwise stated on the plans.
15. Contractor Shall field verify water Source to deliver the proper pre55ure, pound5 per Square inch (P51) and
water How, gallons per minute (GPM) a5 required by the irrigation System. Notify the Land5cape Architect if there
15 any discrepancy.
G. All p ermit5 required for Installation 5hall be. provided by the contractor.
near 7. Refer to the Landscape Plans when locating all irrigation equipment. Allow ample roo m ea irrigation
equipment for the proper installation of trees, 5hrub5 and other work Shown on drawing5 to be m5talled.
18. All wires Shall be installed In wire 51eeve5.
19. Contractor Shall be re5pon51ble for all items on the plan and Irrigation specification.
20. Contractor 5hall In5truct the owner on the full operation and maintenance of the Irrigation 5y5tem.
21. Contractor Shalt be rcrpon51ble for all final repairs or adju5tments to provide proper coverage to all
land5cape area5.
22. All que5tlon5 regarding Irrigation 5pecificatlon5 5hall be directed to the Landscape Architect at (727)
787-2840.
PIPE 51ZING CHART
0 -5 GPM
1/2' PVC PIPE
G -10 GPM
3/4' PVC PIPE
11-15 GPM
I' PVC PIPE
i G -25 GPM
1 114- PVC PIPE_
2G- 35 GPM
1 1/2' PVG ell"t
3G -50 GPM
2' PVC PIPE
50+ GPM
2 1/2' PVC PIPE
- IRRIGATION LEGEND
Symbol
Specification
• 5F -13
Toro 5' Radius Full Circle Bubbler
• 5H_5
Toro 5' Radius Half Circle Bubbler
• 5Q -B
Toro 5' Radius Quarter Clrc(e Bubbler
• 5C5T -B
Toro 5' Radius Center Strip Bubbler
❑ I OF
Toro 10' Radius Full Circle 5prayhead
❑ I OTQ
Toro 10' Radius Three Quarter Circle 5prayhead
❑ I OH
Toro 10' Radius Half Circle 5prayhead
[] 100
Toro 10' Radius Quarter Circle 5prayhead
015E
Toro 15' Radius Full Circle 5prayhead
O1 5T
Toro 15' Radius Three Quarter Circle 5prayhead
015H
Toro 15' Radius Half Circle 5prayhead
0 150
Toro 15' Radius Quarter Circle 5prayhead
QI 5E5T
Toro End Strip 5prayhead
QI 555T
Toro Side 5trip 5prayhead
QI 5C5T
Toro Center Strip 5prayhead
O1 -25F
Hunter Full Circle Gear Driven Head G GPM
O1 -25ADJ
Hunter Adlu5table Radius Gear Driven Head 3 GPM
ift
TV 1 -25
Hunter AdjJFull Radius Gear Driven Head • Alternate
Gate Valve
Water Source - Water Meter
Netafim Underground Drip Imgation
®
Emitter flow = .9 GPH
Emitter 5paang = 12'
Techline 5paang = 1 G'
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Burial depth = 4'
Application Rate = 1. 1 1 "/hour
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Toro 5ohd State Oval Program Controller
WITH RA1N 5EN50K
Class I GO P.V.C. Lateral Une (max. flow 5 feet/sec.)
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Main Una - 5ch. 40 1.5' PVC pipe
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(max flow 5 feet/5w.)
NOTE: IRRIGATION CONTRACTOR SHALL INSTALL NETAMM
UNDERGROUND DRIP AT THE BASE OF EACH INSTALLED
TREE. PROVIDE A MINIMUM OF G EMITTER5 PER TREE,
INSTALL TREE IRRIGATION ON SEPARATE IRRIGATION ZONE
AT CONTROLLER. 5EE SHEET L- I FOR TREE LOCATIONS.
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Concrete donut Pop-up fined spray head
at each head
Poly ell Poly ell
18' poly flex pipe
PVC lateral line pipe PVC Flttmg
IRRIGATION SPRAY HEAD DETAIL
fim5h Grade
Concrete donut
at each head
Pop-up gear driven
spray head
Poly ell
18' poly flex pipe
PVC rlttmg Poly ell
PVC lateral line pipe
IRRIGATION GEAR DRIVEN HEAD DETAIL
Rn15h Grade
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12' minimum dept► -- - Install sleeves under all paved areas
Lateral zone hoes
18' minimum depth Install sleeves under all paved areas
Mainline piping (schedule 40 PVC)
Remote control valve wires to be installed under mainline
secure to mainline at 8' intervals with waterproof
tape wrapped 4 times around pipe at each location
IRRIGATION PIPE DEPTH DETAIL
0 10'
Scale I" =
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CDA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787 -2840
Fax 727 785 -4017
Landscape Architecture
Site Planning
Contract Administration
JOB NO. 25053
SHEET
IR- I