HomeMy WebLinkAboutR-2017-025 Batia Dayan Site Plan (SP-65-16) RESOLUTION NO. 2017-025
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA
BEACH,FLORIDA,APPROVING THE SITE PLAN(SP-65-16)SUBMITTED BY
THE APPLICANT,BATIA DAYAN,ON BEHALF OF THE PROPERTY OWNER
4760 LLC, FOR PROPERTY LOCATED AT 4760 SW 42 TERRACE IN THE
CITY OF DANIA BEACH, FLORIDA; PROVIDING FOR CONFLICTS;
FURTHER, PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS,the City Code of Ordinances,Chapter 28,entitled"Land Development Code"
(the"LDC"),of Part 6, entitled"Development Review Procedures and Requirements",Article 635,
entitled "Site Plans", states that site plan approval is required as a condition to the issuance of a
building permit; and
WHEREAS, Batia Dayan, on behalf of the owner, 4760 LLC, is requesting site plan
approval to convert a residential building into a personal services building for property located at
4760 SW 42 Terrace; and
WHEREAS,the site plan was reviewed by the City Development Review Committee(DRC)
and there are no outstanding staff comments; and
WHEREAS,the City Commission conducted a duly noticed public hearing in accordance
with Article 610 of the LDC; and
WHEREAS,the City Commission finds that the approval of the proposed Site Plan(SP-65-
16) will protect the public health, safety, and welfare of the residents of the City, and furthers the
purpose,goals, objectives and policies of the City Comprehensive Plan;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF DANIA BEACH, FLORIDA:
Section 1. That the foregoing"WHEREAS"clauses are ratified and confirmed as being
true and correct,and they are made a part of and incorporated into this Resolution by this reference.
Section 2. That the Site Plan (SP-65-16) is approved consistent with the site plan
provided on record.
Section 3. That the approvals granted by this Resolution are subject to the Applicant's
compliance with the following condition:The application must be reviewed by the Broward County
Aviation Department. The point of contact is William Castillo,Airport Planner,located at 220 SW
45 Street, Suite.101, Dania Beach, Florida, 33312, (954) 359-6100.
Section 4. Pursuant to Section 635.100 "Expiration of Site Plans" of the Land
Development Code, the Site Plan (SP-65-16) shall automatically expire and become null and void
unless the Applicant files a complete building permit application with construction drawings for the
improvements shown on the Site Plan,within eighteen(18)months from the date of this Resolution.
Section 5. That the issuance of a development permit by a municipality does not in any
way create any right on the part of an applicant to obtain a permit from a state or federal agency,and
does not create any liability on the part of the municipality for issuance of the permit if the applicant
fails to obtain requisite approvals or does not fulfill the obligations imposed by a state or federal
agency, or undertakes actions that result in a violation of state or federal law.
Section 6. That all resolutions or parts of resolutions in conflict with this Resolution are
repealed to the extent of such conflict.
Section 7. That this Resolution shall be in force and take effect immediately upon its
passage and adoption.
PASSED AND ADOPTED on April 25, 2017.
ATTEST: I Fi�r�rf
LOUISE STILSON, CMC AMARA JAME
CITY CLERK MAYOR `
ASE� 1
APPROVED AS TO ORM D CORRECTNESS:
THOMAS J. A BR
CITY ATTORNPY
2 RESOLUTION#2017-025
EXHIBIT"A"
LEGAL DESCRIPTION
The North 66 feet of the West 65 feet of the East 315 feet of the South 241 feet of the South 1/2
of tract 32 of Newman's Survey in Section 25, Township 50 South, Range 41 East, according to
the Plat thereof, as recorded in Plat Book 2, Page 26, of the Public Records of Broward County,
Florida, all lying and being in Broward County, Florida.
3 RESOLUTION#2017-025
................ ..........................
SITE PLAN
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BIALD—aREA C4'CVLATIENS,
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iv i�NA'.,Ss'ACit7S—Si
SF.
AREA 328 S'
.t,c"rNF IF NEEn 13,
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t�—ES—D
33,
AIDED 1—DOG IIBI IF
PEP,.,7MS AREA LUT,,WAi£
25, 7 1� -1sP—DM-STEV—
FUPAVERS ARE TKSKwT M,I ILL GRADED LIATE CUPREN E INAGE
—C',IvIcr I WLs nN I s
I-C IC-1 ON I III I I 1111
---SE-2VICE LINE V BAC�FLDV DEVICE BEHIND FENCE
;REV 9/3VED16
_cF Ia BE
I CODES COMPLIED WITH
Sec:275-80,Dania Beach Municode-landscaping
The City of Dania Beach Landscape Technical Manual
A-kie 805 of the City Code of Ordinances
d16".
rt A i f the City Code of Ordinances
I City Cod,of
W 4 Ankle 307 of the Ordinances
tlii mail
ALars vnm=u 'Trticle 22 of the City Code of Ordinances
EACH Article 625 of he City Code of Ordinances P'w"'UIU1,Kqe,t Article 265 of he City Code of Ordinances
Article 220 of the
City Code of Ordinances
Arlde 415 of the City Code of Ordinances
NFPA codes 24,72
N F.P,A.1(2006 Ed.),Anm.H
Florida Fire protection Code F-22(as applicable) �7-
47�Su 42ND TERP,
a rdCountyLand use code(as applicable)
Th"emGuide for Determination of Needed Fire Flow,latest edition
GUIDELINES FORDETERMINING ABlUTVT.PR01AD1 P.14,1111
WATER AND WASTEWATER SERVICE Catelssued:W12,2012 LLC
Otyof Dam I-
aBeachDETA SPECIFICATIONS FOR CONSTRUCTION OF
SIDEWALKS,SWALE AND SWALE PAVINGG
LV 471K Ft
BOUNDARY SURVEY
SCALE.I"= 20'
LEGEND.
K -MO fMNT LW " LEGAL DESCRIPTION:
NAYO -AWYN AMERICAN WRRC'AL DARW
HID -MAR R DISC
"i-irsa -NO
NLRFeER SCALE
THE NORTH 66 FEET OF THE WEST 65 FEET OF THE EAST 315
ON. seRWAD FEET OF THE SOUTH 241 FEET OF THE SOUTH 112 OF TRACT
ORR =OFFOAL RECORD Boat - 32 OF NEWMAN'S SURVEY IN SECTION 25, TOWNSHIP 50, SOUTH
41 SETArYLP[ SW 47TH CT RANGE 41 EAST , ACCORDING TO THE PLAT 2, PAGE 26, OF THE
PCC =PaNFr OF CURW commouno aRVARRE I— - -- - -- - - — _ _ _ _ _ _ PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA.
P.T. =pwrpawr or RANG
P.7. =paver or TANGENCY 21'ASPHAL r
P.ap.aa +Palm Or COwrafiNG FNT
P.R.0 =PIL4I7 ( - -, PROPERTY ADDRESS:
P.C.P. FERMAA�T CONTROL PONY I 4
P.
-P`PAAW BOGY TF.SD'PARKWAY Y m 4760 SW 42ND TERRACE DAIV14 BEACH, FL JJ314
PW P.R.M. -PPERMANENT REFERENCE MOWAL0IT � .LP IQ! F.1.+Pp 112' Q�•
PIS
=PROFESSIONAL LAND SURVEYOR NO CAP 65.00' NU CAP CERTIFIED TO:
( RANROAD
= DISTANCE
L—
R"" �"Vr f 0.50' 4760 LLC.
ROW-
RGE. -RANGE y"l O,,
SEC -SECRONI
STY. -STORY �j 3 ;U. �g Q.
sNK. =SOEWALK 7.f;(1'
r_, (�.
sLP =SET AVON PAYN 1
SLR =SET am ROD i
T -tANCENT :6.00'
Tw.. �MTOVAPSNP
ur.DIP =Ura/rr POLE A 4 rs' = I- 6 55' SURVEYORS NOTES:
W.
WATER METER ' a;.00' t on• I 1-OWNERSHIP IS SUBJECT TO OPINION OF 77TL£
D =NIER AAM(E
SH CENIERLMEHOUSE I 2-EX4MINATION OF THE ABSTRACT OF TITLE WILL
PP d o ONE STORY o I C HAVE TO BE MADE TO DETERMINE RECORDED
A/C =AIR COAVRaVM PAD 7 v '1f INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY
ASP -AASPK&r � .� a RES.#4760 arc(� _.
3-NO UNDERGROUND IMPROVEMENTS WERE LOCATED
a' '�H MARKi ~ w I I t` �49� 4-ELEVATIONS ARE REFERRED TO NORTH AM£RIC4N
CB -CA MN SA
sN t/2
ds g
C -CONCREIE BLotx STRUCAM > 0' VERTICAL DATUM OF NAVD 88 (UNLESS ASSUMED).
9.4
cowC _ATE FENCE 6'W.F. •� 33.60' I 6,50, 5-THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN
Ow =DRILEWAY J IN THIS SURVEY THAT MAY BE FOUND/N THE COUNTY
DI DIST =°nTEtEV nDIF ANCE Y5.00' \` B .F. f' PUBLIC RECORDS
F.IL =FIRE HYDRANT n ! CORK_ c 6-LEGAL DESCRIPTION PROVIDEO BY CLIENT
F.LP. -FOUND IRON FRPE I O \\
FAR. -FOUND IRON ROD _ ;I 7-UNLESS OTHERWISE NOTED RECORDED AND MEASURED
FB `FLED BOOM —I t.00' DATA ARE IN SUBSTANn4L AGREEMENTS.
FF -F►aSH FLOOR ELEVAWN 8-BEFORE ANY CONSTRUCTION THE SET 84CKS
U. -FOURO 3.50" I `i!F�LP� MUST BE CHECKED
UC =tRALR CONSTRLFCT/av Op' i 9- ThN3 SURVEY 1S FOR USE AS PER R£OUEST
f_-
FT. _ B'.00K CORNER RIP ire _- �; - 65,00
F,KO. =FaRm NAN.+DISC i NO CAP ',yr AND NOT FOR ANY OTHER PURPOSE.
` 6 W.F.
F,D.H. =FOLND ORAL HOLE ' C.H.W. [r TO-FLOOD ZONE AH__ BASE_3.0" pglyE�0306_
CAR EL -CARAGEELEYADOND NAM 04 11- DATE OF FIELD WORK 08-24-2016
-RUMWP. -RU POLE -------
L P. =L"T POLE / ! #4233
(M) -ArASLAA%rD TDE4 R/W ID' ID No 5041-25-07-0622
MON. =MOMAFNT
OKW =OVERHEAD HIRE (BY PLAT)
(m) -BASIS OF BEARINGS
-SANITARY SERER MAN-HOLE CARIBBEAN REALTY SUPPORT SERVICES, INC.
w LB 7360
1 -uror BASH
-WATER VALVE
rp, =uraFrr mx —( =uralrr PoiE ANGHOR JOB # JR-4760-S>V42 DRAlIX: C.L. REV: X.F.X.
_wow POKE ==COHar:EIE MIAMI DADS MONROE BRONARD
=FIRE Hwx"r� OqAw tAR,FENCE (305) 889-1100 (954) 436-0220
o� =ELEYAYKN �.GBs WALL FAX (305) 889-2900 FAX (954) 438-7272
a
PALM BEACH MARTIN/ST. LUCIE/INDIAN RIVER
-nE (561) 741-4260 (772) 398-6533
Q-ASPHAL r I HEREBY CERRFC THAT THE BouNmARY SURVEY OF TILE ABOW OESGRBEO PR0FfRrr IS FADE ' FAX 561 741-4259 FAX 772 398-0532
AND COR RECr rO THE BESr OF MY KHONLEDOF AND BEE#.AS RECENTLY SURVEYED UNDER MY KARL.`F.Now
-GRASS ORECTKN.IT 15 ALSO Yr PRCYE'SSKNAI OPNTON THAT rH4 SURVEr LLEErs TFEE MMTNW 7ECIKRCA[ P� j#XA�H�a MA R A'ESTCOAST OPERATIONS
STANDARDS SEr FORTH BY RB FLOWA BOARD ar AWFES90VAL SYR WYCRS AND MAPPERS RF STATE OF FLOMDA COLLIER/LEE (239) 549-5911/FAX: (239) 549-5811
CHAPTER 61 G-17-6 Or KIE FLO NDA ADOWSMAMC CODE PURSUANT TO SECHOR 472-027 OF THE qK SURWY SWM,R.RECN IS NOT vum WHOUT R E SGNAXW AM TOLL FREE STATE )TIDE 1-866-261-CBIC
FLORIDA STATUYES OWGMAL RAISED SEAL OF A FLORVA SURVEYOR AND MAPPER a'AII.CARIBBBANRBALTYSUPPORT.COM
Gener-rt IJotes
I
i
NOTES 10.There are no private or public easements on the site.
I
1. The property was rezoned Per the City of Dania Beach ordinances in 2012: 11.A variance for on-street parking is required. The City Engineer Ronnie Navarro has W
approved this revised parking plan verbally as an improvement over the prior plan for (A
the rezoning request(RZ-31-12)filed by Batia Dayan,representing 4760 LLC,for on-street parkin which he also approved. The proposed plan is much safer for cars
property located at 4760 SW 42 Terrace in Dania Beach,is granted,and the property is and employees/children.
rezoned from the Residential(RS-6000)zoning classification to the Commercial(C-2)
zoning classification 12. There are no trees to be removed. Plan shows proposed fence movement and
landscaping buffer to comply with City codes. See landscape plan for details. W
2.The parking was revised from that previously approved by the City Engineer to
comport with a safer configuration and increase the number of spaces to 7 plus the 13. There are no changes proposed for the structure
handicapped space. W
14.Water demands are estimated at 500 gpd. There are no additional water or sewer
3. LEGAL DESCRIPTION for the property at 4760 SW 42 Terrace in Dania Beach: connections proposed. A backflow valve will be installed on the site service line as
shown on the plans. Service line is in back behind the moved fence.
THE NORTH 66 FEET OF THE WEST 65 FEET OF THE EAST 315 FEET OF THE SOUTH 241
FEET OF THE SOUTH%:TRACK 32 OF NEWMAN'S SURVEY IN SECTION25,TOWNSHIP 50, 15. The grade of the site will not be altered. The site will not be regraded. O D/
SOUTH RANGE 41 EAST,ACCORDING TO THE PLAT 2,PAGE 26 OF THE PUBLIC RECORDS
OF BROWARD COUNTY,FLORIDA. 16. Drainage will be in the form of pervious pavers beneath the parking spaces.
4. Criteria Statement-application is for a proposed tutoring center for up to 19 17.The area is in flood zone AE with a finished floor elevation of 7.0 feet for all new H
children with two tutors. Students will be dropped after school to the site. There will construction.
be no sign for the operation. The site has previously been rezoned to C-2. The
proposed land use is permitted in a C-2 zoning district. 18. Traffic Commentary-The proposed parking plan addresses the need to improve
that traffic issue on SW&&Ave from the prior approved plan which included pull-
The applicant agrees that the tutoring center will be owned and operated asan entity in/back-out parking. This is dangerous.Parallel parking with student drop-off on the
that is separate and distinct from the Learn and Smile center to the south,and that the right hand side of the vehicle is preferred.
two entities will not be combined,nor the properties combined or connected in the
future. A fence will remain between the two properties. Extended hours license for The dropoff for the 4760 facility will be on SW 42nd St. There will be reduced conflict
alcoholic Beverages with through traffic and less double-parking due to expanded parking areas. The
number of trips coming to the neighborhood is estimated at less than 30 as the tutored
5. On site is an EXISTING BUILDING. Modifications to the existing building are NOT students will predominantly arrive via shuttle bus provided by the tutoring center.
covered under this site plan request.Any alterations to the floor plan would come as a
separate building permit application.there are no exterior alterations. Any interior 19.GUIDELINES FOR DETERMINING ABILITY TO PROVIDE POTABLE WATER AND Z(t12011
alterations required will altered will be permitted under a future building permit WASTEWATER SERVICE Date Issued:April 2,2012 Date Previously Issued:January 18, —
submittal 2007 Date First Issued:July,2001
6. No new structures are proposed. Water Demands—assume education
7. Existing fence on west side to be moved as shown on the site plan Education-9 gpd/studentx 19 students= 171 gpd
Public UtRity Monoyenent
8. Site plan includes water and sewer lines,power pole and services in ROW adjacent Sewer demands a Planning Se 1—Inc.
P.O.Bo 221890
t0 Site. - Hollywood,FL 33022
•9.The only existing storm basin is on Griffin Road and not adjacent to the property. Education-7gpd/studentx19 students= 133gpd
Property drains to swale that goes to Griffin Rd. NOTE: Both are less than the demands of prior single family structure. ai6o"SITE°IMPRDVEMLNTS
4760 III 42ND TEM
DANIA BEACH,FL )
3334
4760 LLC "
2 y
�9/30/16 OF fnJe�
i
i
20. The building was constructed in 1969 according to the Broward County Property Appraiser's The existing elevation will remain the
Office.
same. Exterior Rendering: -
Abbreviated Legal NEW MANS SURVEY 2-26 D 25-50-41 N 660F W 65 OF E 315 OF S 243 OF 51/20F TR 32
Description -
Property Assessment Values
Click here to see ZO15 Exemptions and Taxable Values as reflected on the Nov.1.2015 tax bill
Year Land Building Just/Market Assessed/ iax
Value 50H Value
2016 $15,020 $89,950 $104,970 $1D4,970 ,r -
2015 $15,020 $89,950 $104,970 $100,210 $2,637.76
2014 $15,020 $90,510 $105,530 $91,570 $2,460.17 ---
—d cwttw�wasta, .
Front
Iatalnt .ry, o..47N LIC
-a I10SW 47 TER W/a�9E•GI --. --__.
••••�FL ll314
... ... I,` � liIVLL.M 5IRVEY S-XDA '��-•_ � i
-6P41 x%OF w r3 M Elt6 -
OF S N,OF SUI OF TR R
-
-. F ISOM
- •' w...rs"WA
IN WO
°•^ x West Side
- .. ----- - -- - - l
Tier 1 Fire --
CIGte aaess polrit -
21. Three nearest I-hydra mis(see Detail 31
22. Fie Hydrant Test results-see attached lent.,from B—ad County
23. Sprinkles and fire connect,om order separate building permit In,budding modifications
24. Building is an exisbng structure that will rot be moMed under the site plan
25. Fire Department access(see Detail 2)from SW 42a St. I
26. Existing address:4760 SW 42 TER DANIA BEACH Ft 33314 ."-
27. Sst i dudes Existing concrete block 8uild'¢Ig with wood roof and shingles-no change footprint or ---
"term'o!buiIding
28. Floe Mydranl Incations-nearest 200 fL See Detail 2 and 3
2% ISO GLIDE FOR DETERMINATION OF NEEDED FIRE FLOW EDITION 05.20a8 COPYRIGHT 7250 PROPERTIES,
INC..2001.2006,2DD8
To estimate the amount of water needed 1.fight o fire in an ilsdividual,nonsFer ki—d building,ISO uses
the formula:
• NFF=ICi1(Oil(I3.0.(X.P1ij
• where NFF?=the needed fire flow in gallons per mmute(gpnl
• O=a tact«related to the type of sumouction
• Oi=a factor related to the type of«cupancy -
• %=a sc ltor related to the exposure buildings
• P=a t actor related to the communication between bu4rgngs
G-18F(aY s e• ____
• Where:F=coeff6ent reiatede.theclassciconsimcam
• F=13 for Cast-101 Class I(wood frame construct-) _
=I.O for Constfuction Class 2liosted masonry—v-uclion)
=0.8 for Construction Class 3(noncombustible construction and Construction Class 4(masonry
r.ncomb-tible construclwnl -
• =0.6 for Consbucuon Gass S Imudified fire-reustw construct..)arm Cons[,«twn Class 6(6re+esishve -—
onsbucboN --
• Ai=effective area Appendix A prordes Ci for a range of—struct.n classes IF)and effect-areas IA). _
• O-18 10.8)1152.0.5-488.75=500 gpm per code.
Occupancy Combustibility Class O—pancy Factor 10i)
• C-1 INoncom—ble)0.75 _
• C-2 ILirnitea-conbustibla)0.85 -
C-3 lCpmbusbble)1.00 -
• C-4IFree-buming)1.15
• C-5101"d bummg11.25 Detail 2 Oosest Ftre Hydrant 200 ft.
a=D7s
Occupancy Type=C2 education F. ""'--
• Exposure and Communica[mn Facto(XI.Pit - N
The lactor fa 1 depends upon the cnnst—lion-d length-nelght value fler�tn of wall in fee[.0mes heigl -
in slorRs) When
the height of[he faring aii of the exposure huilding R the Same or laser than the height of
:he faring wa!I of the sublect budding,x'=0. -
BWdingis100•ftaway and some height.Pence%i=0. - ---.------.------
• The facto?for P depends upon the prdtecnon tar cdmmu30.9 paFtvy-wall openlrles and the length and
construction of communications between fire dlvisios.Tattle 330.8 of the FSRS gives the factors.F«over 50
feel.Pi=p
• NFF=(Ci)(Oillll.a(%.P)i)
• NFF=500 gpm•0.75'(1.01=375 gpn,which is avai=able In the fre hydra.nearest 1.the site.
Detail 3 4 closest Hydrants.
Detail i Existing Buildingr O -
rt-
-'
Al
- 4001
Paver Details Drainage Profile
Existing pavement(11 ft) Proposed paver Parking 19 ft) Proposed raised sidewalk(5 ft wide)
(DO WyL Ex.Slope Estimated Avgo.S% Proposed slope 2% Prop 1%
rx...r.n...rws...��.w..r rtiiffTTf1TR1'fR1 Parking spaces --
n.iia..ar.•s.n..
23 ft on sidewalk side
M� 9 ft wide _--
....a. 27 ft on street side \
12 x 12 in concrete bumper w 343 rebar
1W
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ITE TP114LE
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LL 21 j
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ly
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Ci � p[SM+lED Ht srt
14
in ----FENCE
3 I . ATE c
I O
i Z
� � J
l I
I a
R,�PERTY LINE X FENCE J LU
:( FENCE TO BE MOVED V
V
it X 8 IN WATER MAIN 0 {
Z
�k 8 IN SAN SEWER o
i G
It 1 y
i X MANHOLE END Iff LINE
SW 42nb Ave
s»c
LANE WJD7H 1 = II FT � LP
cxo+[cr»n
EACH WtyYI am i
y 1 i
M
Laridsvpe pan
roll tlusc notes iri addfu W Cty rega,rements and desgn standards.
1.Verity site c000Uoro before brddng.lnstal4to may Tequwe addit-9 eguiprnerR for 12,Ali plant beds W be treated w+th pretm-qca herbo69 p' to plant,". 8
speohc vEe rp drt�Gns.
2.Before the tnictwn need wbrn?:UnR cast breakdown for U M Rem of wtzk. 13.All tree and pad,stakxg and svppo.2 slw: be remo,ee one yUr aF.'u s'yµ:H Cpt�R SEE
OC JSFaei1.CW� q3
pre°s rig, Ristaratwn. m••
a.Weed contra prodJct m(ornation and apptradon proced,res. 14.No ferhl—shafl be applmd to newly planted heel and palms.
b..`Jo%amendment prodJct information and app-l—procedures. i 5.FerGivat— n 8-2-12+4 y 3 S
Apply a ^ fertaloGr, Wie water sowhlc e e
d.1"btr aer aprodoctp f r t W+a and aPFhcatwn pviceaures. Cv)i utnerRs.000 ePer t of the in)�rogen.(W, asswm,E^f 1.5 potwm and
fo-boron must be , 10 relUse form Apply at a rate of i.s er.D d
4.A pre-corstrw;nm+ meebrg wah the Dania Beach cmy a:bor+st!s regi,:red P^o:'to �;p�feeh:�us(rwc of per 1C0 square feet from]albrated spreader. a_-
andxap,g ACC KiMiGs mrJuding removal of trees arao,aetaliat—of pant material.Cap fertilvadon 3 eiUn m after mstAxo-and repeat aery 3 irgMfis. �m _
954-924-0423 a miraram of 5 days poor io desired start date Co �,hedule 16.Atl tardscape maten]I shall be thoroualrty watered at tNe tare of panting,
pre-constenet�on meeting. nrclna rcted. <
5.Landscape c tractor shall not fy Sunshine�Call of Florida,inc.At i-8G0-432-0 IX
779 All wuG guys andtor abnc 3irap5'shall be flagged xrth Mrexe+it cobred Upe. �WE AC i
a m of 2 full buss days poor to digging.L r4s ape Con[actor a resporeil+ie for 48.A4;ilch ry. PUNTM N 5. <
avodmg damage to uti6bes Frain pant mstallat:an. a..A;1 Ll dsca eas aot covered sod sb.11 Fx warred
Q All pa must follwv b ficatw and dewfl,show,.a+the Ye x by by]nsnimixn 3-lnc4 9" P357PLI.Ai1Cf+l Z Q p
tit g i'a^rig sped fN^ Ayer d mulch.7.SubsCMtwns of parx specrcs w speut>=Adana mus:be apprtwrd m writing b-a.the Dams 4-A mkh ring wtn a m�nmrian radus of 24 inches t48+n�dimeter),a required
each �
$ ty arb onst p w rid raaMy installed trees ral pal s. S
j 8.A:I pot tern+panted per 1,,.L_,s_pe pan shall t Florida glade 6!w better,as Cypress mulct+shall not be"C"
s ented tN cameo'ed of the Fbn Department gno of A tWe5 Grades And 19 All new and ped.areas shah be wted down W a d pN of 24 m_hes �i
1 5taida d f rsery pants D malted pant maten shall be r rcted aM rePaced pow to L+Ccw hoar grade rid back fared x to Ilea debris-free sal,core Kticn access 3F
»nsta¢at sh i b sfnc e reted from the[a pv^ afttr---torn and b-IfIl pkte,
x
s 9.AA sizes shown for pant natenal—i o be considered minimums. 20.Soil AmeMmt*x:Bad6ft pa—,3holes and backfal evavated areas with a
10.Wnere gwnddes ai.LYor species dffer between the pbantwg pare a d punt jets,the 5CY50 m,,of 100 percent decomposed cco,+ s am new Glean sxd.
pars shall take pr—dencC- 21.All L,d pe areas shag be f m h graded weh that they are a mmnwm of 3.5
!i.Ali rew pant m.a -!gall be warranted by the andscape—tr]Gtw for]rrmxmean arches below YJrrWAdirg P.'d wrf—sD as rot to:.Wde the fi w of drainage
eriod MSta:1 Sa6 5p iHAi 1aOnEo IAMN v@L N91G
p of w+e yex.Correct.0 defiGiericies a[rw el arge..The warrantee od shall info landsca M to allow fora 3-mch mulc2i SE°�a'Ri Toa a RA�safiLYl tiro cuT c ussNc.eERRacc rim axaMG RW3
Pen begin pea xnaa a. ayes. a&lrL WLCM REFORE wSFaLLAti^t.L MS—REq --0 41 I
after acc.;Ptance of the plants by the Cty A.beset. Nlav2eranrx requxx¢r s mcJade,but a TrE Rows AT Trtt Romero vERaiE_.Ruxat>_r
are not limited to:water ct:i weeds nRJraNG lRE ROUTH4i 2�YU aOTipi aNO WTN:G
rg,f ung, rig,priming,ettu remavar,restorng,rrdch to a Pa'�LENr a�yxuu.Rums
depth of 3 mcros,sprays 9 Fw tracts and diseases,restoring water nrgz,dgatemrg guys _
tMiNN@ ROUS RdlWVG IIIR �/�
and braces,and repair wrap'-'aCe damaged plant ngtenal,
y
SUI ALErtlMENT
yj r-- z,,.rzarci+9AnEm �X�--'� a
too a.,.s weft sJwoTrs SM IISTAIMON
To S—RC Aa¢a PUR NJ S. ROOT t�tRlM i� AFfT fNT
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tRFF OR PALL T''r as aota
f _._-__GO NOT UR14£ S iS
t . _LS svN 1RLfilS OESY.riO HY S
EWAIiY 9ahCED RRAGEs \_ n[CKfL BY
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ea-PERPiERIY. No v:MiE rNAV f a WECH ON
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EYCAW 2 T%IE5 TA A/ / ! V ` IX6aiq OR RE_sta\ C 1 ��'. ■
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NOTE: INSTALL THREE 2 x A INCH ERACES
TREE INSTAEATON aiarnW urcws s,No. LP-8
a F� 0401 1
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STAjGtJG FOR iFEES OVM 4-Na-ES CWJPER �y i
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