1240 FT HARRISON AVE So CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES
TREE REMOVAL PERMIT
99��iE11.E���•
NAME OF OWNER 16/4pv �'!,®,�i /��.ys� /%^.��✓C�oPt"'
SITE ADDRESS /Z a/o dv—
PHONE
OWNER'SADDRESS /233 So. �-� /✓yr�R�so.a .�v�°
LOCATION OF TREE(S) ON LOT
SPECIES AND NUMBER OF TREE(S) Z 2- /L �5
r �l oA4K. lef,Coco-
TO APPLICANT: A non - refundable fee of $15.00 up to five trees to
b removed lus Si nn for every tree above 5 to ho
REASON FOR REMOVAL;
El Construction
*See "A" below
• Hazardous
• Declining
• Dead
• Other (Specify)
A ,p
removed is required. Fee Recd. $.
Date
A) CONSTRUCTION
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 4.5' 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 (iv.) 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.
B) REPLACEMENTS
1. Tree replacement minimum standards: 10' 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.
I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought
to be removed is wholly on property owned by the above - identified property owner, and should it be determined that
the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of
Clea ter harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together
with y plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation
from h it is led all nder it null and void and be considered a violation of the Community Development Code.
Signature of owner or applicant Printed Name
�G> It r d G F Sr =
Address
r'�,/�4 7O2 33?s.S�
City State Zip
DO NOT WRITE BELOW THIS LINE - Not Valid Until
Required Replacement Trees:
Applicable Code Section: matzo!
ClAfe(c C,06.4 _-) /., c
Agency Representing OCL #
!yG -2/y �-,/ %G 1-2-CPY3
Phone /Cell Fax
meet 6v City Manager or his Desianated Agent
Based on the Inspector's comments and information submitted, the above removal application is:
❑ Approved as Submitted Approved- Modified as Noted Above ❑ Denied
Signed: Date: �O
Community \ evelopm `nt Coordinator or Designee /Inspector Valid for s x months from the date of issuance.
1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2-03
i
PERMIT TO REMOVE TREE"(S)
NAME OF ,OWNER { ``� C� ��'lLi,
OWNER'S ADDRESS J J f'� R� I
PHONE 9),rL_�`
LOCATION OF TREE (S) t1'2 S ITr
LOCATION OF TREES ON LOT gf )V 7 � �� �E " n�'� PUCE 6-090T
SPECIES AND NUMBER OF TREE (S),.,..- :• - -'�
TO APPLICANT: A non- refundable
.quired for each b
PLEASE READ AND SIGN:
1. On New construction, additions, or
than 4' : in diameter at 41/2 ft. above
have a minimum scale of 1 ":0' for
1. Major Changes of Grade
2. Structure Locations
3. Driveways and Walks
4. Parking Arrangement (if any,);
5. Required Number of Parkinngg 1
6. Proposed Number of ParkingfS
7. Underground Utilities to be inst'
B.' All Setbacks per Zoning
2. 'Protective Barriers are required aro
tion'as a citation .will :result if they do
3. The replacement (Planting) oftrees I
'from the approved list on file in �thd
approved permit is returned :toi
I hereby certifiy that as property ow
on property owned by the aboverideiiti
on property owned by somejother peas
tree(s). I hereby certify that this a hepplleal
t prof ^< i
of the tree(s). Any deviatwnafrom'ahe p
Code of Ordinances
Signature of'Applicant if not
Agency Representing & Phone
Address
City
Inspector's
Recommended Replacement Trees
'��,
Required Replacement ,Trees,a� i �'�'
�.
DO NOT WRITE BELOW TH
State
A.
REASON FOR REMOVAL:
❑ Construction
Hazardous
❑ Dead -. Dying
GC. ❑ Other - '(Specify)
Fee Rec: $
Rec't #
,al or relocation of a protected tree(s), (Larger
for construction purposes, the Site'Plan must r
industrial sites. The Site Plan must show: J
3rgtits of -Way ?
InC tiding: £;
at above grade
Dg -l' e Trees RequestedAu be Removed
ring construction. fhesekbarricades musi' remain intact during construc-
, +,
�al?ProtectivexBarriers mustgmeet =CIty;Sp6 cifications per City Ordinance.
V�
Fd inryour property efo e'ocoupa cy is allowed. Trees are to be selected,,
Lectors note below" era a ne the number of trees required when _the
i-ty ownOMI have verifled.that 'he'etree(s),sought to be removed is wholly
t appear to te' dete mined }thW -the °tree("§) are located wholly or partially
*fir s? yr
iif Cleanxater harmless,inany claim'�rriade for wrongful removal of such
tted;lsaarue representatjn of all facts'concerning the proposed removal;
ndv d abe considered;ta violation of Ordinance 1623, Section 23A,..
y: f,
PntedName _
Signa ' %f Owner
tur
Date Received
Called /Mailed
PICKED UP i;: iu'`s'`r.'r' +<' .ti•
REQUIRED REPLACEMENTS
BY 'City Manager or his Designated Ag f'it
do
A
A"
. 4
Signed �� Date
Inspedo r
•�
Based on the Inspector's comments and information submitted; -the above removal application is:
❑ Approved As Submitted 1, Approved — Modified As !Noted Above ❑ Denied r'
Signed: Date: i r V
f Ciittyr Manager or Designee
m
0
D e m o litit
Scale: 1"=20'
0
Poviol �L)j
BLI
or
THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED IN MOLE OR PART WITHOUT WRITTEN
CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
III
-TESTING
SCHEDULE GUIDE FOR FLORIDA
ITEM
TEST TYPE
TEST I.D.
REQUIR!-__MEN TS
FREQUENCY
EMBANKMENT
MAXIMUM DENSITY
AASHTO T180
N/A
PER SOIL TYPE
OPTIMUM MOISTURE
ASTM D1557
FIELD DENSITY
AASHTO T191, T204,
95% OF MAXIMUM DENSITY
ONE PER 2,500 S.F.
T238
HORIZONTALLY *-
>TS
ASTM D1556, D2937, D2922
•
*C4
ALTERNATING LI (12')
UTILITY TRENCH
MAXIMUM DENSITY
AASHTO T180
N/A
PER SOIL TYPE
BACKFILL UNDER
OPTIMUM MOISTURE
ASTM D1557
■
ROADWAYS AND
FIELD DENSITY
AASHTO T191, T204, T238
95% OF MAXIMUM DENSITY
0
ONE PER 2,500 S.F.
STRUCTURES
rg
HORIZONTALLY *;
'.0
EVERY 2' VERTICALLY
ASTM D1556, D2937, D2922
D2922 — AT I FAST ONE
FOR EACH PIPE RUN
BACKFILL OF
MAXIMUM DENSITY
AASHTO T180
N/A
PER SOIL TYPE
STRUCTURES
OPTIMUM MOISTURE
ASTM D1557
FIELD DENSITY
AASHTO T191, T204,
95% OF MAXIMUM DENSITY
ONE PER 2,500 S.F.
T238
EVERY 2' VERTICALLY
ASTM D1556, D2937, D2922
SUBGRADE
BEARING VALUES
LBR — FLA. D.O.T.
LBR = 40 MIN.
ONE PER SOIL TYPE
CHECK POINT LBR AT
500 L.F. HORIZONTALLY
MAXIMUM DENSITY
AASHTO T180
N/A
ONE PER SOIL TYPE
OPTIMUM MOISTURE
ASTM D1557
FIELD DENSITY &
AASHTO T191, T238
98% OF MAXIMUM
ONE PER 2,500 S.F.
THICKNESS
ASTM D1556, D2922
DENSIIY
HORIZONTALLY
BASE
BEARING VALUES
LBR — FLA. D.O.T.
LBR = 100 MIN.
ONE PER SOURCE OR AS MATERIAL CHANGES
CHECK POINT LBR AT
500 L.F. HORIZONTALLY
MAXIMUM DENSITY
AASHTO T180
N/A
ONE PER SOURCE
OPTIMUM MOISTURE
ASTM D1557
THICKNESS
AASHTO T191, T238
98% OF MAXIMUM
ONE PER 2,500 S.F.
FIELD DENSITY
ASTM D1556, D2922
DENSITY
HORIZONTALLY
GRADATION
AASHTO T27, T98
PER SPECIFICATIONS
ONE PER SOURCE
AASHTO T90
ATTERBURG LIMITS
ASTM C136, D423, D424
SOIL CEMENT BASE
PORTLAND CEMENT ASSOC.
PER SPECIFICATIONS
ONE PER SOIL TYPE
MIX DESIGN
SPECIFICATIONS
(TO BE USED IF
MAXIMUM DENSITY
AASHTO T134
N/A
ONE PER SOIL TYPE DAILY
SEPERATION BETWEEN
OPTIMUM MO ISTIURE
(STANDARD)
SHWT AND BOTTOM
COMPRESSIVE STRENGTH
PORTLAND CEMENT ASSOC.
300 PSI AT 7—DAYS
ONE SET OF 3 PER SOIL TYPE
OF BASE IS < 1.5')
SPECIMENS
SPECIFICATIONS
TYPE DAILY **
TEST CORES
PORTLAND CEMENT ASSOC.
450 PSI AT 21—DAYS
ONE SET OF 3 PER SOIL TYPE
SPECIFICATIONS
SET OF COMPRESSIVE
FIELD DENSITY &
AASHTO T191, T238
95% OF MAXIMUM
ONE PER 2,500 S.F.
THICKNESS
ASTM D1556, D2922
DENSITY
HORIZONTALLY
ASPHALTIC CONCRETE
MATERIALS QUALITY
AASHTO T164
BITUMEN CONTENT
ASTM D2172
GRADATION
PER SPECIFICATIONS
ONE PER DAY
FIELD DENSITY
ASTM 02950-81
95% OF LAB DENSITY
ONE PER 2,500 S.F.
HORIZONTALLY
LOS ANGELES
AASHTO T96-77
ABRASION
ASTM C131-81
PER SPECIFICATIONS
ONE PER SOURCE
THICKNESS
N/A
PER SPECIFICATIONS
ONE PER 2,500 S.F.
THE
CONTRACTOR SHALL NOT PAVE OVER SOIL CEMENT BASE UNTIL A 30—DAY CURING HAS ELAPSED.
MAXIMUM STRENGHT LIMITS, AS ESTABLISHED BY SOILS TESTING COMPANY,
SHALL NOT BE EXCEEDED.
SHOULD ANY OF THE INFORMATION PROVIDED HEREIN CONFLICT WITH EITHER THE RECOMMENDATION OF THE
GEOTECHNICAL
ENGINEER, AND/OR THE
GEOTECHNICAL REPORT, THEN THE
AFOREMENTED RECOMMENDATIONS
WILL
SUPERCEDE THIS "TESTING SCHEDULE GUIDE.
THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED IN MOLE OR PART WITHOUT WRITTEN
CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
III
CONTRACT,DATE:
March i8, 2005
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CONTRACT,DATE:
March i8, 2005
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SECTION 21, TOWNSHIP 29 SOUTH, RANGE 15 EAST
PINELLAS COUNTY, FLORIDA
r
I I X 1 14 L-1
TEST TYPE
EXISTING CRAPE MYRTLE
REQUIREMENTS
EXISTING PALM TREE
0
EXISTING OAK TREE
ch
EXISTING CYPRESS TREE
EXISTING PINE TREE
C
A/C �� I tj r
2—STORY
— DEPRESSED F( �° 91
CURD
�tit�t
I
0
I
uj
0
Im
Ll'
�1
(d) 4 " PVC CONOWT S GTE. —
' 13"
4.86 1
N
t1 ''
r
p i
ITEM
TEST TYPE
�e
REQUIREMENTS
tI I
ch
I
I
III
EE to
cn
N/A
d
CC In
rr
ASTM D1557
• .r NUMBER
in
FIELD DENSITY
AASHTO T191, T204,
95% OF MAXIMUM DENSITY
i1
ii
cc
tt i
ASTM D1556, D2937, D2922
tt
of
MAXIMUM DENSITY
17 i
N/A
Ie e
BACKFILL UNDER
I
ASTM D1557
If I
I
t
19i
It I
'I
cn
i
STRUCTURES
ri r
t
17
tII
BACKFILL OF
t
w
nt
I
�
If
TIE
I
FIELD DENSITY
AASHTO T191, T204,
d
o
If I
If I'/
YPE 'F"
'U29
0
Mi
I
t
ASTM D1556, D2937, D2922
�t
I
t
4i
I
SUBGRADE
ii
LBR — FLA. D.O.T.
LBR = 40 MIN.
Kt
MAXIMUM DENSITY
AASHTO T180
N/A
OPTIMUM MOISTURE
ASTM D1557
uj
0
Im
Ll'
�1
(d) 4 " PVC CONOWT S GTE. —
' 13"
4.86 1
N
t1 ''
r
p i
ITEM
TEST TYPE
TEST I.D.
REQUIREMENTS
EMBANKMENT
MAXIMUM DENSITY
AASHTO T180
N/A
a
OPTIMUM MOISTURE
ASTM D1557
• .r NUMBER
FIELD DENSITY
AASHTO T191, T204,
95% OF MAXIMUM DENSITY
i1
T238
ASTM D1556, D2937, D2922
UTILITY TRENCH
MAXIMUM DENSITY
AASHTO T180
N/A
BACKFILL UNDER
OPTIMUM MOISTURE
ASTM D1557
ROADWAYS AND
FIELD DENSITY
AASHTO T191, T204, T238
95% OF MAXIMUM DENSITY
STRUCTURES
ASTM D1556, D2937, D2922
BACKFILL OF
MAXIMUM DENSITY
AASHTO T180
N/A
STRUCTURES
OPTIMUM MOISTURE
ASTM D1557
FIELD DENSITY
AASHTO T191, T204,
95% OF MAXIMUM DENSITY
T238
ASTM D1556, D2937, D2922
SUBGRADE
BEARING VALUES
LBR — FLA. D.O.T.
LBR = 40 MIN.
MAXIMUM DENSITY
AASHTO T180
N/A
OPTIMUM MOISTURE
ASTM D1557
FIELD DENSITY &
AASHTO T191, T238
9% OF MAXIMUM
THICKNESS
ASTM D1556, D2922
DENSITY
BASE
BEARING VALUES
LBR -- FLA. D.O.T.
LBR = 100 MIN.
MAXIMUM DENSITY
AASHTO T180
N/A
OPTIMUM MOISTURE
ASTM D1557
THICKNESS
AASHTO T191, T238
98% OF MAXIMUM
FIELD DENSITY
ASTM D1556, D2922
DENSITY
GRADATION
AASHTO T27, T98
PER SPECIFICATIONS
AASHTO T90
ATTERBURG LIMITS
ASTM C136, D423, D424
SOIL CEMENT BASE
PORTLAND CEMENT ASSOC.
PER SPECIFICATIONS
MIX DESIGN
SPECIFICATIONS
(TO BE IF
MAXIMUM DENSITY
AASHTO T134
N/A
SEPERATIONDBETWEEN
OPTIMUM MOISTURE
(STANDARD)
SHWT AND BOTTOM
COMPRESSIVE STRENGTH
PORTLAND CEMENT ASSOC.
300 PSI AT 7 —DAYS
OF BASE IS G 1.5')
SPECIMENS
SPECIFICATIONS
TYPE DAILY **
TEST CORES
PORTLAND CEMENT ASSOC.
450 PSI AT 21 —DAYS
SPECIFICATIONS
SET OF COMPRESSIVE **
FIELD DENSITY &
AASHTO T191, T238
95% OF MAXIMUM
THICKNESS
ASTM D1556, D2922
DENSITY
ASPHALTIC CONCRETE
MATERIALS QUALITY
AASHTO T164
BITUMEN CONTENT
ASTM D2172
GRADATION
PER SPECIFICATIONS
FIELD DENSITY
ASTM 02950 -81
95% OF LAB DENSITY
LOS ANGELES
AASHTO T96 -77
ABRASION
ASTM C131 -81
PER SPECIFICATIONS
THICKNESS
N/A
PER SPECIFICATIONS
NOTES: * THE CONTRACTOR SHALL NOT PAVE OVER SOIL CEMENT BASE UNTIL A 30 —DAY CURING HAS ELAPSED.
$* MAXIMUM STRENGTT LIMITS, AS ESTABLISHED BY SOILS TESTING COMPANY, SHALL NOT BE EXCEEDED.
* ** SHOULD
ANY OF THE INFORMATION
PROVIDED HEREIN CONFLICT WITH
EITHER THE RECOMMENDATION OF THE
GEOTECHNICAL ENGINEER, AND /OR
THE GEOTECHNICAL REPORT, THEN
THE AFOREMENTED RECOMMENDATIONS
WILL SUPERCEDE
THIS "TESTING SCHEDULE GUIDE ".
9- 649myi
ONE PER SOURCE OR AS MATERIAL CHANGES
CHECK POINT LBR AT
500 L.F. HORIZONTALLY
ONE PER SOURCE
ONE PER 2,500 S.F.
HORIZONTALLY
ONE PER SOURCE
Mmffuxs! *'
ONE R r.
ONE PER t!
HORIZONTALLY
ONE PER SOURCE
ONE PER rr
I tit
s
#
THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
�,PRING ENGINEERING, INC. r ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED OR PART WITHOUT
CONSENT. tr BE USED ONLY r * THE SITE AND
�-ROJECT IDENTIFIED AND SHALL BE RETURNED UPON
I'S wiawft��
A ''
a
.r
• .r NUMBER
i1
THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
�,PRING ENGINEERING, INC. r ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED OR PART WITHOUT
CONSENT. tr BE USED ONLY r * THE SITE AND
�-ROJECT IDENTIFIED AND SHALL BE RETURNED UPON
I'S wiawft��
®) I i 1 i It- 6i?"'°16 I 4 t 1 d-11's6 8 1 7 e I 1 IF 11% 11.1 9 P- I-K✓4I 9 ,— I -. _ I ,.-:.F Uk-Jl:9 1 11 f11A I _ lif S I w F f_ viii irn i� f:n iw I% it Pts hIII uuuuu. u uuti it k. VVI fa'a :`a. " IiI -'tL S6 iE'U U 4'tRF900; kt U f- LIT Ik..h I I
DRA17N BY A„ I i
PG 11/24.87
v
'
.
N-j
"
. "
FERTILIZATION
All plantings shall' e fertilized �r °q.h Agri form 20 -10 -5 planting tablets at time of _their
.- �—
installation and p riot to com letioil of pit backfilling. Agriform planting tablets shall
be placed uniformly around the root mass at a depth that is between the middle and bottom
of the root mass.
^
APPLICATION RATE:
F%
[�
1 Gallon can l - 21 gram table'
3 Gallon can 2 - 21 gram tables
Gallon can 3 - 21 gram table,,s
7 Gallon can 4 - 21 gram tablets
Trees 3 tablets each ?BBB of caliper
GROUNDCOV AREAS
Gro ndcov r areas shall receive ferClilization with Ozmocote Time Release Fertilizer as per
package instructions and rates®
-VI M 11/2310/07
M SCALE: 1 20.0
DRA17N BY A„ I i
PG 11/24.87
I
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"'t;4" selected
ZiAl*-<vAPL§ 041�:
cc 2.00 outla cepitats
9 Plnd* Palo
�n-, I ;� -"
\) z
0
iln'
and
pipe 'Class 315 for 1/2', Class M for 3/4' and Class 160 FVG Tar V
ovm.
17-00 flue-.tus V. 'Cczpactas
compact sliverthorn
16" is,
3 gat
2.03
Plastic Fittings$ schedule 90. Polyvinyl chloride (PVC) standard weight.
flat black.
ro
\IT
"Selo
Dithoo-a-
a1. 1—
UJ
wool
tom,
P
t;
UA
C3
2.od
Risers* Schedule eo PVC. Abe" grgdo risers painted
no !sing Stan
V61
-4C-4-o0AI9*-
C tkabin a
Cahoon Mily
30 2 T 7t�'7
-Z
Ell
2®
rate Line Chu"tt V4110141 Cribst, threaded 44Ch 9148,
, 2
,to 1.00 t1li cassin
Va�odlk Rally
cant a "4 411!
gat#
Valves.
As by Coda-
'1�
2.06
0 ektlo" Proventar, required
to 3-0 ties opaca Itast Palatkat
East Palatka Roily Ot 42* 31
cant-ring full
2.07
2-03
Coat Valvass "Iftbird If series or equivalent.
0 Tore E&W, Matelifia PriCip's of' equivalent.
Rotary Sprinkler Iftadav
IM Is.00 lift apaca ocavom"S'
Savannah, Rally
60 301 30"
10 gal fall
A
c�)
2• 09
Spray Sprinkler Hindst Tore 570 Series or equivalent
n"ICAL, WTES
--Jt- I I I C1 tat
,41.00 Janiviruts
Parsonos 1unipNr
77 r_
a", 1014.W,11�.,
" _1�1,
LANDSC
E PLAN
2.10
Cautrellars Ralnblrd RC series orequival out.
-PO 1.11tistma Japaulcus
Japanese rrlvat,�
Go a
.06
Li I
3.00
3.01
t2dMP_UbA details.
Layouts Layout work as accurai6lY at Possible to the Plan &
I- CO"forwe"co. ftPleggettatiou this drawing %hall confers to the
1. Bradt. All furnished plants shall be Crude 41 par 'Grades Amid
1;
3.02.
Mijustarn tso. make necessary minor adjustments at no additional cost to
of
highest Standard$ of the treat and to 411 ppNVXIIIMg Ordift"C01 Bud
Standards top ftrstry Stock"', parts I At 11, Florida Dept. of
ro t-oo mignaita vandittora
couthem Magnolia
too, full 51 240
• 41
BID--ring branched
4.00 WD-ring
S "'ALE:
To= 20%
maxt
it* coverage and minimize waiato. "Ainkain 1002 overlap coverage.
codes.
Agriculture. 4,
M 4-00� ryrlea cortfora •
Southern Vex Ityrtle
01 60
AREA CALCULATIONS
3.03
Changest Any major revisions to the iPpi9&t ion system must be submitted
2. Irrigation. Execution shall. be aCCMIlshad by the Installation
2. Bad. Sod, as specified® shall be cortitted true to variety, sand
-ca Were Southfror-Ilax- Myrtlip-
for approval by the Landscape Arabitatt.
at a 100% overlap coverage, underground Irrigi system to the
grooms told stag7wred In rows, rolled and fertilized.
":0.00,1121141A3 4=istlft
RNaVV0IyCaZbo%
24*
Suit 3
Standapds . and C"CificatlaftS at the Florida IrVilgatifil Society- The
3. Mulch. Pine straw match shall be told to a depth of 3' In all
Mphroltptx� oixsltst4,-�
Bostors fern
ault gais.:'fut2
UNIT
PROJECT A
PROJECT B TOTAL
4.00
H1_ttt_22.tX_ik_s As specified an the plan.
Contractor shall submit 0 schematic shop droning Showing all bases,
planting beds and around all free standing tears-
for volume and
caviragoof sIgg"so PIP#, vat x, Controller and water source for re-
4- Cams. -Bap*% shall be constructed of Indigenous call and
Pint il. t3v00 PItteSparva t. ovart•gatI6
Variegated Pitt.
16 W
3 gal
6i 0o
Apply the following PIP@ 01209 1
It" and approval by the Landscape Architect prior t a e omencesent at
Cemact#d'to =.
11- Planting. plants shall be tot plumb, at the same grade at which
.fist, *' 0.0 Podocirpos "Crapbylla
-Q. t-0-Currcus-laurifolla
Yew Poddearrus
Lau"I-Oak-- 105�51_61-2-50-V_10`
to, full
3 gal
Vehi,cu lar-- Us e- Area
--sq.ft.
26 100 ; 00
1 2SM;'00 389207- 0 Cr-
class
}!veal
1/2' 0 to 5 Via Class 315 PVC
the work.
they have be" best facing Visibility and thoroughly
3,14- 3 to 10 gpe Class =0 PVC
3. Safety. Due cape end prat•ctlas shall be provided to prevent
91,44011 Side prime
OL" -1.00 Ouitcus 14uritolia
letural Oak
121 60 71 3.00
DID
acres
0.60
0-29 0.89
1. 10 to 19 pe Close 160 WC
damages nod ibjiry to pars s, services. utilities, Structures, •tc.,
watered its to allialuat• any Packets it air.
6 Plants. plants I famished shall have balm grown %11,� I r I Lai I or
indici"
India Rawtharn,
V to*
I gal, pink
19 to 23 gpa
an or about the sit* during the course at mark-
"
light and drdlintgo Conditions as their proposed location an site-
. .
1 1/2' 23 to M Pin
a- WrIfications. Quantity oat! tee Wl properties add VH.
?. Tries. Teets shall he sot in a Water retention fish V in depth
TV 4'34D�Talh'�M.a vialAtta
sailety Carlic
mutt 1 9&1
Required -Interior-Green-
Area
2. 3Z to 53 no
climatic factors, existing condition$ and Prorated Improvements $halt
leP1901#11I& ilea
and equal to 41aalter to the Peet 6411 add vultha,4. Troop shall be
LTD ocroks's
Drake Elm
lot 1-50
M-ping
sq-ft.
156�40
769-20, 2335- Oor
2-1/2' Z3 to 05 VPM1
be verified Consistent vjth this drawing Penang to
appropriately guyed and staked as warranted.
-Vo_ 9.*C,�`VJ44Pb= aderatii._�Jtrtja
Viburnum into
3- C3 to I= Pin
and with necessary recommendations forwarded.
Z. Comer's interests. The Cantractor shall eat Perform any work the
Co tetra ex All maintenance shall be the ret;0vt1hility of the
Contractor , until Comsp-acceptincr.
t.
r`�-1411111ff C;_S M MWIMT
ID,
7.00
ErJ1t1M1_tX1L= (where ",licabIG)l EX In* existing system top,
for
ary to the best 16t
to his ktowle4p or in his opinion Is Conti orests
-Provided-Interior -Green
- Area%-.
-
47 - 00
00--
routing'!
coverage, operation and damages . Retort is and methods proposed
of the Dieter.
9 • Vertill"tiou. , All 'furnialiff trees, p! its W 0e, shall be
fortill:oir at
2.0,plrsul oltiottt
Slash Pint
additionoi
is at
and alterations COOP*tlbl* with Oxilillbg system .and atrally
Cleasp-0 9 &hall
I't the railplation at work. all debris andr waste
to9drets fertilized with a 6-". 100%organit applied a
'PE,
r, NertuS laurtfollit
4-00 L
Laurel Oak
3-00
sq.ft.
12220-00
6710-00 18930-00
conforming
to above •p9WIC&ttGfl4- Dring "116047 system fully •perations"
ON cleaft*4 up and removed from the site. r .
Paid of rocAmmatided by the
I I
t CJ 2-c1cuertus
7 L 1. vo CeA
ou I t
7- C-UrAftteaS. All fQpnL9%9d Plant materials th811 be guaranteed for
",
period of 220 CRISAd p day* far rojolaftS allite,'thme That# beyond the
a
IM M-SITE, F"IciCET 080
control of the ContrieCIOPL
0. Tachutquos. The Contractor shall inlaffignt sash Uchni0fts 6-1
f
e-
0. ft....
Tn.
TREES TO Bt REMOVE6 PROJEM,
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