HomeMy WebLinkAbout2010 02 03 Regular 600 Request for Combined Preliminary and Final Engineering/Site Plan for Park Manor Academy PLANNING AND ZONING BOARD
AGENDA
Consent
Informational
ITEM 600 Public Hearing
Regular X
February 3. 2010
Meeting Mgr. / Dept
Authorization
REQUEST: The Community Development Department presents to the Planning and Zoning
Board (P &Z) a request for combined preliminary and final engineering/site plan approval for an
approximately 3,500 square foot (SF) daycare facility within the R -3 (Multiple Family Dwelling)
zoning district.
SYNOPSIS: In 2008 the Park Manor Academy received a conditional use to construct and
operate a daycare facility at lot 5 of the Excelsior Business Park (135 Excelsior Parkway) and
subsequently received a building setback waiver to "fit" the facility onto the site. The 0.49 acre
site at the east end of the privately owned cul -de -sac is presently vacant. An aesthetic review of
the building, site, wall, and signage (which has proceeded concurrently with the site plan) is
scheduled to be heard at the City Commission with this site plan and is required before building
plans may be submitted or a building permit issued.
FUTURE LAND USE & ZONING DESIGNATION:
Future Land Use Designation: Medium Density Residential (3.6 — 9.0 D.U. /acre)
Zoning District: R -3 Multiple Family Dwelling District
APPLICABLE CODE:
Chapter 9 of City Code
Chapter 20 of City Code
CHRONOLOGY:
January 11, 1990 — Excelsior Business Park plat was recorded with Excelsior Parkway as a
private cul -de -sac roadway.
July 9, 2007 — Ordinance No. 2007 -20 was adopted, allowing day nurseries, kindergartens, and
daycare as a conditional use in the R -3 zoning district.
February 3, 2010
Regular Item 600
Page 2
February 25, 2008 — Conditional use for daycare was approved.
September 19, 2008 — City receives site plan application package.
October 27, 2008 — Setback waiver (allows 15' front setback, in lieu of 25') was approved.
CONSIDERATIONS: Section 20 -207 of the City Code lists the permitted uses for the R -3
zoning district, which includes apartments, town homes, patio homes, or other multi - family
dwelling structures; boarding or lodging homes; guest or tourist homes; and general office,
including medical, dental, legal, architectural/engineering, real estate, financial, information
technology, and administrative headquarters. Section 20 -208 lists the uses that are permitted in
the R -3 zoning district only as a conditional use. These include day nurseries, kindergartens,
and day care (excluding "family day care," as defined by Florida law).
The 0.493 acre undeveloped site is located on the south side of the east end of the Excelsior
Parkway private right -of -way, adjacent to a storm -water pond (master planned to accommodate
Excelsior Park). A daycare facility is a free - standing facility where care for pre - school children
is provided, normally during the daytime hours. Daycare facilities generally include classrooms,
offices, eating areas, and playgrounds. Some daycare facilities provide after- school care for
school -age children, as well. These issues were taken into consideration with the conditional
use.
The Institute of Traffic Engineers (ITE) has summarized traffic data from daycare sites surveyed
from the mid -1980s into the 2000s. The weekday a.m. and p.m. peak hours of the daycare traffic
generator typically coincide with the peak hours of the adjacent street traffic (highest hourly
volumes of traffic on the adjacent streets during the morning and evening, respectively).
According to the ITE's Trip Generation, 7` Edition, daycare facility typically generates 79.26
weekday trip ends per 1,000 square feet of gross floor area (12.79 average vehicle trip ends
during the peak hour of adjacent street traffic between 7 a.m. and 9 a.m. and 13.18 average
vehicle trip ends during the peak hour of adjacent street traffic between 4 p.m. and 6 p.m. on
those weekdays). A trip or trip end is a single or one - directional vehicle movement with either
the origin or the destination (exiting or entering) inside the study site. The total trip ends for a
land use over a given period of time are the total of all trips entering plus all trips exiting the site
during a designated time period. Saturday and Sunday vehicular trip generation rates are
typically very low (6.21 and 5.83 average vehicular trips, respectively) for those facilities that are
open on weekends.
The applicant proposes to operate between the hours of 7 a.m. and 6 p.m., basically 5 days a
week (not to exclude occasional weekend events or operation). Classes will begin at 9 a.m. and
some after school programs are anticipated. The children are expected to be within the 2 —11
years range.
Section 20 -417 of the City Code requires a six (6) foot tall masonry wall be constructed along the
portion of the site which abuts residential properties. Since the other commercial sites along
Excelsior Parkway abutting these units have a vinyl fence separating the different uses (built
before the wall requirement was adopted), the applicant desires to extend the vinyl fence. The
site plan can be approved with the six (6) foot masonry wall and the applicant can subsequently
February 3, 2010
Regular Item 600
Page 3
apply for a waiver of the wall requirement (to extend the six (6) foot tall vinyl fence. In this way,
the applicant may proceed without further slowing the process.
FINDINGS:
1. The 0.49 acre site is within the Medium Density Residential future land use designation
and the
R -3 Multiple Family zoning distirict.
2. The site has received an conditional use for a daycare facility and a building setback
waiver.
3. The site plan, as provided meets and is consistent with the comprehensive plan and City
Code, subject to providing either a 6 foot tall masonry wall along the adjacent residential
property or obtaining a waiver of the wall requirement (to extend the existing vinyl
fence). Such a waiver is separate from this site plan approval.
FISCAL IMPACT:
Staff is investigating the tax revenue that a children's daycare facility of this size is likely to
generate. This information has not yet been finalized.
COMMUNICATION EFFORTS:
Neighboring properties within 150 feet of the site were notified in writing and signs were placed
at the site for both the conditional use and the building setback waiver. No further efforts have
been made for the site plan. Further notification is required if the applicant seeks a waiver from
the wall requirement (to extend the vinyl fence along the adjacent residential property).
RECOMMENDATION:
Staff recommends that the P &Z recommend approval of the 3,459 S.F. daycare at this 0.49 acre
location within the R -3 zoning district, subject to either providing the masonry wall or receiving
a waiver to extend the vinyl fence along the adjacent residential property to the southwest.
ATTACHMENTS:
A - Location Map
B -Site Plan
P &Z ACTION:
ATTACHMENT A '
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PAGE LOCATION KEY MAP WITH 1 112 MILE RADIUS RINGS Developed By. Southeastern Surveying & Mapping Corp.
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NAB S TE PLANS:
Park Manor Academy
Winter Springs, Florida
UTILITY COMPANIES
SANITARY SEWER:
CITY OF WINTER SPRINGS
(407) 327 -1800
WATER DISTRIBUTION:
CITY OF WINTER SPRINGS
(407) 327 -1800
ELECTRICAL POWER:
PROGRESS ENERGY
ENGINEER:
(407) 646 -8501
TELEPHONE:
BELL SOUTH
(407) 780 -2800
FIRE/POLICE:
CITY OF WINTER SPRINGS
GARBAGE: SEMINOLE COUNTY
PARCEL I.D. NO.
34- 20 -30- 533 - 0000 -0050
PARCEL STREET ADDRESS:
PARK MANOR ACADEMY
XXX EXCELSIOR PKWY.
WINTER SPRINGS, FLORIDA 32708
N
S.R. 419
Q
O U
EX CELSIOR PKWY �
SITE �
5,?- 43A-
LOCATION MAP
LEGAL DESCRIPTION:
LOT 5, EXCELSIOR PARKWAY, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 12, OF THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NITS
SECTION 34, TOWNSHIP 20 S, RANGE 30 E
SEMINOLE COUNTY. FLORIDA
ZONI o s L AP
PROJECT DIRECTORY
APPLICANT:
GREG AND RENAE HAMILTON
220 OAT' ROAD
WINTER SPRINGS. FL 3270`5
PH. 407 -929 -0357
FMAI L: greg— e- e(,,yahoo.com
ENGINEER:
AMERICAN CIVIL ENGTI CO.
207 N. MOSS ROAD, SUI TN. 21 I
WI N LER S PRINGS.FLORIDA 32708
JOHN HERBERT, P.E.
PH. (407)327 -7700
F \X (407) 327 -0227
EMAIL: j0h,,hc�b,t(w,b,1I —,lh —t
SURVEYOR:
BEALE SMITH. P.S.
282 SHORT AVENUE, SUITE 124
LONGWOOD. FLORIDA 32750
PH. 407 - 331.5577
FAX 407- 331 -9188
EMAIL: tlorida— eyassociates —in
GEOTEC'.Ii. ENGINEER
DI:RLK HUS'LON. P.L.
S & ME
209 N. MOSS ROAD, SUITE 103
WINTER SPRINGS, FLORIDA 32708
PH. 407 -327 -9537
FAX 407-327-5 115
EMAIL: [londasurveyassociates —in
ISSUED DATE: I PURPOSE
3/31/09 1 SUBMITTAL TO CITY OF WINTER SPRINGS
INDEX OF SHEETS
SHEET DESCRIPTION
1 COVER SHEET
2 GENERALNOTES
3 BOUNDARY SURVEY
I 6 PAVING, GRADING, DRAINAGE PLAN I
FUTURE LAND USE MAP
10 ORIGINAL DEVELOPMENT MASTER PLAN
11 SEDIMENT & EROSION CONTROL PLAN
L1 LANDSCAPE PLAN
L2 LANDSCAPE DETAILS
11 IRRIGATION PLAN
E1 ELEVATIONS
E2 ELEVATIONS
STATEMENT OF INTENDED USE
FINAL SITE PLANS
T I CONSISTS U BUILDING ON 0 49 ACRES. PARK MANOR ACADEMY
THE INTENDED USE IS A CHILD LEARNING FACILITY.
WINTER SPRINGS, FLORIDA
project no. 07350
AMERICAN CIVIL
ENGINEERING CO. 3/31/09
m e aao� zov rv. ex s o azi Pool oza�oiza� azvss sht. 1 of 11
FLORIDA REG NO. 39505
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LANDSCAPE CHART:
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11HRI HERARI, ED DE
.1 HERII.
REG, NO, 3E505
oA 9L,CE6 AEEET: Ll of L2
1 � / �
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VEGETATION TYPE SYMBOL KEY j COMMON NAME:
BOTANICAL NAME:
SIZE:
WATER USAGE:
OUERCUS
CANOPY TREE
I2
LIVE OAK
VIRGINANA
30 GAL., 10' MIN. HEIGHT
LOW
UNDER STORY
3
MAGNOLIA
"LITTLE
MAGNOLIA
GRAND I FLORA
30 GAL, ]' MIN. HEIGHT
LOW
GEM'
'LITTLE GEM'
UNDER STORY
14N' 3
LIGUST RU M,
LIGUSTRUM
30 GAL, 8' MIN. HEIGHT
LOW
MULTI -TRUNK
JAPONICUM
SHRUB
(() 145
LABURNUM
ANDANKWA VIBURNUM
3 GAL, 30" HIGH, 30" O.G
LOW
LAWN GRASS
ST. AUGUSTINE
LANDSCAPE AREAS-MED.
MULCH
CYPRESS
3' MIN, THICKNE55 W
BASE OF ALL TREES & SHRUBS
AND MIN. 6' IN PLAYGROUND AREA
SEC. A GENERAL CONSTRUCTION NOTES:
I ALL III STILL A 10
LOCAL IARII ALL G 11 SlAll I AEG AN, BE 9 To "ALL V I
L HI ISCII L 111 11 THE IIIIGNI 'IF, I, THE YORPREACT" To 'ENTER
AS 111411 1111 'IT I DEAN
K, AN' 1101I
IYALL BE 411111D BY "I AT' .1 —11 IINNSI AN, FILE ENGINEER "G, To FILE
1111 1111NII INI FEEL NO AINPI FLAT ARE 111111A IN FIT A.NL—F
PLAINS I, 'o"FG4UGNG
AND FILE ACTUAL r END CONDITIONS STILL MM ED DUST, BE END . . . L To L HE INS NEED I
PER %OR EreSOreS A I R H41 A Ma� suasoo°enHC° 4'' EaLE uABLE Fare wHniEVEre Acnorvs EMENT, I ALL
ME ON, C4NIE , " AGE, NO L E ED ONE, 'No POLLS NO CHANCES ANN
e AND'o' INIE ETA' IN SO THREE CONIlIUllI ON ILANI IF
I I GO BE A IHAL I BE MAP I BY THE ENGINEER OF RECORD AN, NEED BY
UPON D _ V �O BOOK ` nos /sireEEas �o °reoPO' ° sEO R° EE PA
NO VERTICALL CURVES SHALL HARD A LENGTH OF 20 1', MIN AL CREST AND SED LOGEGIDNS
THE C INTRAIT11 PC I R To "A" NO THE 'IRK 'HE ENGINEER ASSUME'
NO UP N ALL, TO, AINONDI .1 LKEAT.N .1 OFIELNO UTLITEI SUSAN ON
NO' INDIAN IN THERE ILANI 1111 TO THE IT41 OF ANY CONSTRUCT IN
11, THE CONTRACTOR A 'ALL BE BE —CABLE FOG AN' FANlFALL 'SN MAI
I TEI STRUCTURES 11 aNDEore' ' reE
GO PIT ED ADD SHALL PROV DE AT LEAST S, HAD"S NOTICE TO THE VINNIUs
US
AT 1-800-132-1771, THE CONCRULDR IS PEGPQNAIBLE FOR CQNTACUNG ALL
UPH TIES NO' INCLUDED IN TIE SONSUNE PROGRAM
12, ITTATHEI 17-111 11 FILE ILIALS PLATITEI 1EIIINES THAT IN ESCAGET01 POPPY
p GO
CANICIUATION AREA
ANo /ore PLOT. s DNA PERFORMED ev ' HALL 'M PERIADNNEi
APPROVE , PLAN 11 ALL ELECTIONNI PETER TO FILE -ON AS INDOETED AN TIE Y (RV HERS)_ PE
NP, 5 FUEL A
BY 'HE CONTRACTOR STALL BE RESET AT THE CYNTRACTORS DEFENSE BY
THE PROTECT SU
" THE GO NTIAITIR CHILL IT RE A POOL I INAL 'Ell NO I' 014TIRG 4'
DEC 11MADY TO PERFORM ALL TELLS �l
BESIDES
TELEP,GN C INCLUDING BUT NOT LIMITED TO WATER SEWER. POWER
C
NTN AND
DEFECTIVE IK THE CONTRACTOR ITALL CORRECT ALL GOAL TE No TO THE
HAL ACEN, IS I, IT FEEL RE FINAL Np IT IF HIRE BEEN IGNMIED
TO ACCEPTANCE El THE NE,
20 'HE CINIR411IR I HALL SRI BE COMPLETE As 'UL" NFORMV TO
IT V " OEC Ao 5EWEP LINES, 5EWER 5EF ST"M 'EWER LINES
SITS OF STRUCTURES, FINAL RETENTION AREAS FINIH PAVISMENT SCAPES AND
NALL SE E
ONE III AT THE CNT,4,Fo, 'PALL BE To, MANTENI ALAS LAND
So A LE TOP OWNER ALL GUILDERS AREAS STAFF BE RETURNED TO TIGN
12, 'HE "I"RAFT" 'HILL 'SIMPLY VOTH ALL FILIFFEEL, STATE AND LOCAL
�`N /S� M CONTROL.
GO ALL ME TAKEN TO I B LED AND
SOIL RESOURCES,
24 THE DES G N ADD END NEER NO OF IT I PROTECT I IN NFOREST ON SIPIL ED
By OTHERS, EASEMENTS ON OF IT I I EN'NMBRANES
,IT MAY EDT AND NOT SIT.
ON THE SUREVEI ARE NOT THE RESPONSIBIL111 OF THE ENCINEER.
21 'HE CONTRACTOR ITALL BE ISIPINES BEE I" MAIN' A "UAL "PE"N IF THE
OFF "" TO BRING THE _ THE CONTRACTOR ITALL BE IE51CNIBL E III
HE LIMIT' IN OLD IE1114L IF ALL UNDERGROUND AND AGIVE GROUND ITIUCTUIE1
"IT WT' "' PLES' T' I IINTPACTI` STILL BE RESPONSIBLE "' CALLING THE INOT111
21 .. CONTRA I 'ALL '4MN A ` EPA 11 THE APPROVED PLARKI AND PICK m ITS AT
L 11 CoNIC 11 CT ON A 11 L 11 PLANS ,ALL BE KEPT N GOOD C...
ASONSPIES, WHERE NECESSARY WILD OTTER CONTRACTORS ADD LUIL11 COMPANIES,
STATE ANN FEIE14L GGENIES. ALL WORK SHALL OF BY THE APPROVED PINS ANN SSUED PERMITS.
31 ENGINEER 10 PROPME ALL BUII INFORRATIONT IS TIE CITY AND ISSUED PERMITS
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1- 800 - 432 -4770
SUNSHINE STATE ONE CALL
I l_VGG. -
SEC. B EARTHWORK:
1 PRICING TOPOCRAPHY ADD CONTOURS ARE FIRED ON THE RESEY GGY OTHERS).
PLANI CLIFF BE REPORTED TO THE ENGINEER OPEN DSCUll
CORD'AN ED SHALL UP,, C, THE ARTS PERU GO ON TO A DO ED THE
4 EEIRE NO FREES. PLANTS AND GLEN IS IT GET AGE MAINE A OR III INGLE1 AS
PAN' IF 'IT' LANDSCAPING 'HILL BE CAREFULLY PROTECTED DUN NO
CEBUFACIUCT ON WHERE FIEEI, PARTS ON IHIUPS ARE ADISSENT TO THE
CONSTRUCTION CIE IHAS I BE TAKEN TO PROTECT AND ISITORE THE OR FINAL
COUP T INS OF THE SPEDIPG IN
AND IIGlEI IX EIRIONT CONTROL MEAIII�l AD Ev ( l E >.
6 ALL SITE CLEARING AND GRUBBING STALL BE PERFORMED IN ACCORDANCE WITH
e Ts (foe's To cOMPACnoM To eax rNUIM ' FACT M D
T A � ' EAV STREE ' BE SEEIED ADD MULCHED UNLESS OTHERWISE
NOTED IN 'HILL PLANS ALL "A" NO I'LL BE P'PF"M" N
GREG 1 11 INAD ANN DODGE CINESTIFICTIMN, I TEST EDITION.
I C ALL " TO ME 'ANCED PER FIT, PLANA, SHALL BE PERFORMED
AND BRIDGE IONSFRICT ON LATEST ED, ON
ll THE CONTRACTOR SHALL NOT COMPACT ITAL 1 11. AS CONSTRUCT -1
ALL NECE", PIECAITION1 TO CONTROL SUIT,
ROD AND E""N DOING
PROPERTES ANN RIGHTS 0='FRCOTmoNI.ANADIE'H�ALLER'�'I %ECT ALL AD-ENT
. SEDIMENTATION
OR OTHER POTENTIAL CONSTRUCTION RELATED DUST
" ALL "CE" LET FROM 'HE SITE SHALL BE ITOCKPL A BY TE "NT"ToR A
LOCAL ON DELE USING) BY L HE OWNER ON TE OWNERS REPIESENTATIE AND L
16 ALL AN L BE C MPLETELY CLEAR OF ALL URGED BRUSH, STIHMPS
IS SIT
ON OR PILOT END L OR
17 PRIOR TO BID DISPARAGING THE CONTRACTOR SHALL BECOME FAME" ' IT 'HE
NECESSARY TO UNDERSTAND THE EMT ADD DRIFT ` E"ECE N A'
AREALS ADEGIRCY OF BEING MATERIALS AD FEE FIERALEING TAN
FEE PIIIIIID FROM IFF-INI AND RATINUALl TO BE IMPOSED IF AFF-SITI ALL
OF SUCH SLL AFFECT P
CAUSED TO THE CONTRACTOR DIE TO INADEDIATE NVESPINTIONT OF DEBTOR
MAY HAVE TO IMPORT MATERIALS AT NO ERFREA CIAL FROM OF HE
REOURNMENTS FOR COMP—PON ADD PROPER FILL
SEC. C DRAINAGE: PROaec,_
1, PHIL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDEANCE
WITH ST LOTUS FREE SACEI MAGNAGE.ENT MOLEST SPIN' I FOR THE LATEST EDITION,
FEE N,
MITERED END SECTIONA DED RA SHALL ADJUST FOP PIPE LENGTHS
WHEN BIDDING MITERED E ED G
PIRE C -TS. PuSS ( UNLESS NOTED OTHERWISE. NcRETE
SEC. D PAVING: ACCORDANCE WITH THE CITY OF wINTE1 SPRINGS
"ADED TO DEAN PG'I ON
& I, N THE DECT ON HUASN BY THE FLOW
GO 'HE PLAN' ANN TO 111TILY LOAN PONED INDENI
'EE' SIR REVERIE IEl AIIR—HEI TO INFEIREcUMNEE AND
ENTRANCE AND GET GRADE, INTE"E' WIL RN T
THE I FEE To N11RE A IMOOTH AND IN IS IN FIT
PACT TOM, OF FREE' IT GER N To BE MAILD L IT, RINT 'ACTED
A PEOPLES, FRN TNY PATTERN Lo 1/2' L'TUMND" IRPANSION aoINT RATLRIu
AT ABUTMENT IF CONCEDE ANN AN' ITIJIT111
APFAG'N FIT, PA"MGUN ELEVATION AN, THE Top OF THE PER OR BELL
�0"E'Ll"PA11UNNTHEDSLAI ��E "GROSS DOLE FAR CIMSS CULVERTS UNDER
8, CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLAINS
GO IM' IH" HAI CONTRACT IN EPA AND 'HALL BE CONSTRUCTED
CONSTRUCTION PLAN,
1 PLEVERENT SILKINESS AND WENAVE SHALL OF PROWIDED AD SIT 'IN O
ESTHISM E 'HE anNEI /ODE IACCl
MARK NEO REFLECT BE PAVEME OFF MASURN CS COFFEE BE NSTAL LED IN ACCORDEENCE RIFT
FLOP
BE 101 NUONILY MIA NTA NEI III ALL PROPERTY OWNERS 'U ED NO 'HE 'IN K AREA.
L CONED SSON NO DEVCE, ARE TO OF OPERATIONAL BE GO TO DISK BAD IT POLL I UP NO
SEC. E EROSION CONTROL
RONEPTON1 RETAIL ED TO SUCH MEA IS METHODS MAY IN,
L FRED lH.N ON THESE
AND HURNIESTI,
SEC. F DRY POND & SWALE RETENTION AREAS:
I THE CONTRACTOR STAFF NIPEIT ALL EIIIIIN AND IEIME OF GO NT "I
BE CITE GREG PULL , RANFALL EVENT, TO, RSDoN PROBLEMS
2, THE CONTRACTIP SHALL REPAIR PHIL EROSION AND SEDIMENT CONTROL
SYSTEMS AS REGUIRED FOR CONIINUED FUNCTION. RE-GOARE IF SECURED,
To IAGUIN III IN IINFIIPAPON 101 ANN I IT FINclI
3, MOW RETENTION AREAS REGULARLY IS MAINTAIN -D AND OVERGROWTH
CONTROL
1, NIP111 SETS PLAN AREA' P'P"'LL' FDIC " CMULA' IN ' I D ` NBC
AND TRASH GO A PEILI D PRIDE OF ALL PEPSI AND LESS IT N , EL ENTAN
AREA' AND CGN
ON AREA RmLauS FOR DEPOSITS OF SAND AND /OR So
AND REMOVE
1, SPECIFIC IN PERFORMANCE ITALY BE EVALUATED 'EARLY I OR FAR IT Dy
WIDHN `2 IT .. S OF THE END OF THE ' H� ` NE `F N FA E L A E FH
llOOELllE
SCAFFY SEPARATED BOTTOM,
DES IN GRADE AND SEED AN A DUE IT PER DE A AN,
SEC. G WORKS IN PUBLIC RIGHT OF
G�VUF OCAL, STATE ADD FEDERAL ORDINANCES, POLICIES ADD DR OFFER
AT
ETA HALL RE THE RESPOND A L TO IF THE A OPEAL SAFE
CONVE MEANS OR ACCESS AND EGRESS N FO RTS OF 1HA
A PA
SHALL BE MAINTREED BY THE CONTRALLOO
I POOR To GOP NEED N ` 'IRK T11 IINTPACTII SHALL TURN IT IPICT AND MAINTAIN
ALL PRIFIRADE A WAIN I NO I 'N' BUD A', NOS I., HASAND, AND THE CONCROL
OF "AFFIC
CONT III DE Z THE MANIAL IF UNIFORM TIALF 1,
AT D Yo GO AS DIECTED 11 THE FDOT I -TER SPRINGS
TRAFFIC ENCINEER SUCH AS TO EFFECTIVELY PRESENT 'EGCDEGA N ALL
INIE1 WHERE THE 1011 111EI 011PICTONS TO THE NORMAL LOAFFID 01
CON'T"TE, N ANY SAY A H_ To L HE PUBLIC
A THE CONTRACTOR SIT IF CONTROL HIS OPERATIGNS AND THOSE OF ITS SUBCONTRACTORS
IT SUPPLERS THE FGAGALN PHIL
IMPORTANT CS)NIDERVAIGN.
C I BACT FIAT, N GORE, RAGANDS BEYONT A THE I NIPS OF THE SINK A "REAL
RESULT FROM THE MANG G ME
PIPES F = , SH AN A PI
6 REFLECIVE PAVEMENT MARKERS SHALL MEE' THE PECHURNMEGUS IF FECT SPECIFICATIONS
ADD SUPPLEMENTS
IS MEN
A TIE
SEC. H SAFETY:
1 GLEN' 'HE CON'TR ON ANOO are 1ARNIENANIE OG ALL SAFETY
FRAILATINI ARE TO OF ENFORCE A 'I NO PUBLIC AND THE SAFETY IF IT I IEIICNNEL. LABOR I I�G L
IR IT AND HIHWAY CONSTRICTOR, MAINTENANCE AND ITILITY SPERATION1 SHALL BE
PROTECT LMJFS
ALL "AFFC CONTROL MARK NIS AND "VC" 'HALL "NFO'M To THE P o ON' SIT
A ' SHALL OF HE SITE LESS' A L " DF THE IONTRACTOI 10 COMPLY AN A E BESIDE
OR TO WIU INSPECT AND /GR ENFORCEE SSA EN IlATGN uAi EreE owNEre
SEC. L DEMOLTRON:
H DEMLTGN _ K AND 'PALL F"NH A COPY C TO THE ENGINEER PR BE
11 ClIMENC NO THE IIN 'HE CINT—ol ITALL COMPLY WITH THE
RICH REMEGNS OF 'HE PERMITS
I ' ' I /1 1 siavlciE THEY CAN 11 THE 111-OF lAY F , IN IT NO SAO WATER 'I CIFACAL FOLECHI OR E REMOVE, 1ERIIATI GOP 11 PLUS THEIR ECIPMENT IN OGDEN TO
FAR 1 11 E SINCE
THIN INT IT N
"' RATR I-L A ME ALL REIIINFE III ISPAIG OF III ED AND OTHER
PRGETCPON TO ALL UTILIDES PEOUIRED TO PROTECT THEM FROM DAMAGE AN, IS
LIT LTES NOT MARKED FOP REMOREEL OR DEMOUT IN AND I FALL T
PIDMILl REPAIR AN'
DAMAGE AS DI RECIED BY THE ENGINEER AT NO COST 10 THE OWNE RL
DU NE RO AND -El LINES MODELLING
11 'HE M ALL A uF GRO UND ELECTRICAL WIRING NOT ASSOCIATED WITH THE
1, THE PON RA OR HILL REMOVE ALL POUND ALL ED H FOR H INCLUDES
L L. REFINING 0 THE TERS). DE
PROTECTED N 'IT 'HE Cl IF I DUE R 'SIR NO' RAIDLAUT 0 ED
ATEIALS AND DID �A IE FROM THE
NE MMEDTELY AND DIPCIE IF IN ACCORDANCE WITH ALL APILIGABLE FE DONE
STATE ANN LOCAL 'ACHLAT ON,
PROPOSED FOR BE M IN PENCE To " 'EM"REEHEPE'Do'E I�I 1I NO PRI
IS STRAIGHT AND UNIFORM,
SEC. I UNDERGROUND UBURES: AN' 1 THE
ANNFl H E BEEN GONSrreuCPEA Iry ACCOreDANCE WITH THE PLANS AND NECESSARY TO ENINFE THAT
IFFECIFICEPURNI
GO IS ENGINEER AND , IBM' TEST IEPRGRGI TO N I
VALL IS IN 'HE FEEL T IN I .. GRADE POOR IN
THE CONTRACTOR _ �M P E%I N I
C 11 ANN ADDS Al ALL Ac�(Ao- FLO RIDA)
ANY RATE
THESE �TAE�'I'L�HILNBER'U'DNENAE�H���D'�HE'CO�NA�EIARIAL. COAL TO COMPLY v,lH
uw """" reE PIASEE
SHALL NOTIBI THE GAS MILITY A MINIMUM OF 18 HOUR AND A MASAIMUM OF
5 BUYS PRIOR 10 DEDICATION,
" ONE CHAT I HI ' BE OPEN FO IN, IN N
(SLEEVES) UNDER PAVED AREAS WITH EACH UTILITY COMPANY PRIOR TO DOLE
FIT
7 ALL =lEl COSTS ASSOCIATED WITH THE INSTALLADION AND CONSTRUCTION OF
THE FREE .. OND " ES, ITllIlAlEl PIPES AND MANHOLES, 11 'A"
MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONANTRUCTION BID
COSTS
SEC. J SANITARY SEWER SYSTEM:
OF ENARONMEBTAL PROTECTION, ADD HEALTH DEP� OHEOFFEORINALLSEPARTMENT
IS
FOUND DOING ON Go T ON THE CONTRACTOR SHALL NOT IF THE
MATERIAL AND PREPARE THE TRENCH AND N STILL THE SEARS L NES N
SERIES IDEA 11 APPIRCENANYPI, THE lON_GFGl ITALY 'ERI I'
LICAT ESSAFT IN IF BE L ON PONT ADD NOTIFY
5, ALL SANNARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING
1, 'HE CONTRACTOR SHALL PRIDE CEIT ED CULTY RECORD DREASSICII
IAR
INAINII IFEALL I'll OFF I 'Ell ANN DENTIMNI ON ALL AN
,EWE, IN, ADD 'DO THE OF NNORATIP SHALL PRO VIDE ON (1) Yll
OF THE CERTIFIED RECORD DUSAWINGS To THE :NNB
I THE CONTRACTOR SHALL PERFOI M AN I �E; .
JURINDISTION, DID TESTS ARE TO BE YERTIFIED By THE TESTING COMPANY.
CODE ON AND NATIFICATIONT OF PHIL ES IS THE CONTRACTOR S
PEAK FLY
TESTS ARE 10 BE CERTIFIED BY THE ENGINEER OF RECORD AND CuBMITTED
SEC. K WATER DISTRIBUTION:
LEGEND
PROPERTY LINE
LOT LINE
PROPOSED MILANO
GET OR LINE
PIRPOLIED E.O.P.
PINIESIND I�Rll GOES 1111
PROPOSED 21� MAIMI CURB
PROPOSED ASPHALT PERSEEMENT
PROPOSED CONCRETE PAVING
PR OPOSED GOAUEVSHELL PAVEMENT
® SANITARY MANHOLE
I 'Al ISIER MAIN
DOUBLE LOALER 5E CE
WATER WE NVE
FIRE HvowwT
I-D— STORM RUNOFF DIRECTION
1A M DRAINAGE PIPE
'EMPEPARY SILT FENCE
p PROPOSED FINISHED GRADE
® PROPOSED FDDT TYPE c INLET
Fa PROP RE TYPE D INLET
CLUB INLET
CURB INLET LIRE P -z
CURB INTEL LIPS P -
CURD INTEL LIPS P -,
O® STORM JUNCPION SOL
CONCRETE MITERED END
CONTROL saucTURE
CONCRETE FLUME w/ BUBBLE RIP RAP
-NED CONCRETE ENOWALL
q P -s INLET
PROPOSED STOP EIGN
pl,., PROPOSED HANDIrwED mACF
U)
O
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C)
w
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a -- o /,C/O, I DDRES, 2 OR: 11
pi
7 O
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0
FIR t" o ti
NaH � LOT s
y
axa
ELEC.
0 BOX 60
O
J ib FIR 1" ryoy
l rLx N
`L �� / N0# k0 .
ti / p0 uG0
P
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/U 'S / IRREGULAR TERRAIN O � � I
AND DEBRIS N `X�p"�
ro . � 1 P
4 � i VACANT
e� LOT 5 oN /H coNc
NOT HE r
SET NoH �
�Z
0�Y %FO B qF\ O _ �O QJ
� � �F o o"� LOT a
� >F o \ ", V
� � Noy ""'S '..
CURVE TABLE 4 M
CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING
C1 148.02 50.00 1 69'37'23" 99.59 S85'36 '08 °E
C2 27.13 25.00 62'10'56" 25.82 N31'52'19 "W o 3o so
Im; � � Ea=EmE
A;w R11 ���o o �acROEx X X 1 11MI
Ho INLE== �P1� �o��a�„o .> aE�Na= V E� =HawN aAE PE 71 �N� �,N Nm o�,PR11NEO „> o,,NO o�s�� a�,w�EN w,L= aNO,oA F .IoN. P, 0 P1
') � uErv�s. it wur, el N �� ua. R E FLOOD ZONE o
NiY N
s) a Ervea �aE '�> � PANEL N0.
ON "I aaoa�mv awe or 111 s) HA�iowa G[ooelie v[mirx onluu isze l0) �WPLC M E TO/F neNxn amo irvroauuiory rva� .11, SUFFx
' or w,vi. DATE OF FIRM
ADDRESS
EXCELSIOR PKWY. �ArE 0 SU Ev
WINTER SPRINGS, FLORIDA 32708 SURVEV N0.
LEGAL DfSCRIP110N:
LOT s, EXCEL SOrz PARK 1, AccoaoiNC TO THE aLAr
THEREOF AS RECORDED IN PLAT ROD 43, PAGE 12. OF THE
PUBLIC RECORDS OF SEMINOLE COIINiV, FLORIDA
aoo�s °Aoo � o ° �EO�`E� oN. B EA L E E�oa
CLOSING SERVICES s
41 UU
A 1 AA I .. NN A
SMITH
LOT 2
0.51 AC.
(VACANT)
EE IT I
,N, r[rIC[ [a
va FENCE ((aAPPROxa
o-w
I
EXCELSIOR BUSINESS PARK
PLAT BOOK 43 PACE 12
EXIST. MASTER STORMWATER
RETENTION POND
LOT C. /
0.51 AC.
(VACANT)
m
project name: Park SAauor Academy
proposed .se: day Dare facility
£.tine laud as e: u,edium denaity re,,denhal
,.Doing: R-3
proposed F_4.R. 0.23
Development Analysis Chart: LXISTLNG CONDITIONS
Lnp�n -t
builduigs
sq. feet
0.000
0.000
% of pinperry
0.00 " /0
parking space area
0.000
0.000
0.00
driveway area
0.000
0.000
0.00
sidewalk area
0.000
0.000
0.00%
other imperv. area
0.000
0 000
0.00 " /0
total im crviot
0.000
0.000
0.00%
landscape arm
0.000
0.000
0.00%
dry retention area
0.000
0.000
000%
other pet'vions area
21,351
0.490
100%
total Pe" ions area
21351
0490
100 " /0
water savface area
0.000
0000
0.00%
wetland arc.
0.000
0.000
0.00"" /0
total propccty aizc
21,351
0490
100%
Dcs Analysis Chart PROPOSED CONDITIONS
hnprovemenl
buildings
sq. feet
3,459
aces
0.079
, Rfproperty I
16.2:.
par king space area
2,740
0.063
128%
drirnvay.rca
2,435
0.056
114%
sidewalkarea
1,424
0.033
6.8%
other imperv. area
0
0.000
00.0%
total im crcious a
10,088
0,131
47.2 "io
landscape area
7,280
0.167
34.1°%
dry retention area
0.000
0.000
0.(W.
other peninus area
3,983
0.091
I&T.
total pcivious area
11,263
0.259
52.81..
-race area
0.000
0.000
0.00 °io
wetland area
0.000
0.000
0.00 °1
total property size 21,31 0.490 100 °6
RRMRwwff
-• III ►~
Bo
(location oricut.tion oeq-ed provided I
north Front 25 IF IS 0 Reduced Kona setback app-Od by City Commission
.oath side 10 ft loft m 10272008 in Public Hearing Agenda Vieeling
cast rwr 35 IF 3 0
Since the City Ordinance does not have a minimum rcquKcLF e.t for this particular use,
the follinicipality' fo m culate ordinance I.. been -i cal h,e min -ma
pinking r owg nrtm
,gmrements r the proposed children's leaning taciliry.
Seminole Co.,,,', Land Developmenl Code, Sec W 1221(1O)emlev:
"One space per each em ployee plus edCq-, space for lo.ding and unloading of children."
S,hce thts Facil I t1' both th C ly of '2, wher SpGhgG a,d S C sty, the
b q t is Elcocced ad,,pRate to t h p j t 6 d upon this
Od the fll g' b f'Cq dp k g f
pl - c q 7edspa aro
Ihecat I lof13 spac ve h ch lea 3 spaces lot
ing
tl, lead d 1 tiding of hldr .
DEVELOPMENT NOTES:
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c
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REG, NO, 3E505 F
OCC: a /alFos s-, 4 op 11
a=
� NEAREST FIRE IS
\
211 FT. TO P�OPOSED North a° p
V I S O
T,
�LEAISTING)
\ \ / 8 SAN. SEWER \ \ EAiSTING 8" WATERMAIN W E
IAN. NG) ` LOT 4 -
SAN. SEW ITT
. \ .h. (y
TOP EL = ao as
5.51 AC. s
(VACANT): _ °'
E GRET,
LEC.BOR
ELEC. Box
V c I�� A \ 1
I
E %ISTIG STORMWATER INLET
LOT 6 (EXISTING,
�`
//�� EXIST. 8" W.M. 18 LF " PVC SAN. SEWER
O. 1 Alm. �C 2.00% 6 c C
EMST. 2 —STORY
OFFICE B U L D I N C \ \ 3/4" IRRIGATION METER
I AND REDUCED PRESURE Qr o
BACKFLOW ASSEMBLY
WET TAP � 'ell
\ \ I 3/4" POTABLE
WATER METER / l �
O� EXISTING C.O.— /
LEGIISrJ INV. EL. = 3a 67 X W
1 -1/2" PVC DEL. SERVICE 3 41 /
(TO BE REMOVED) 6 AbC X
ro
X
PROPOSED G0.
NV. EL. = 38,50 yi
0 �� \ n 1" PVC POTABLE WATER
SERVICE /
VV/
Q
V o
1 STORY � z Q
® BUILDING o C
3,459 S.F.
SE
34�
(R� x
x �x� Q
PLAN DATE 0/01/09 9N— 5 - 11
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(aNII�x3) o ti
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(iNV3V)
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a = o -
P. L.
SECTON A A
NTS 7
PROP
F.F. I
AT DO(
POND
SECTON C c
NTS 7
SECT B
B
NTS
z �z
�zo
�W
a=
P L EXIST. 4' C.L. FENCE TO BE RE— ALIGNED
VARIES
R.O.w.
8
a6-
-
_
iOR, EL. 41.72 VARIES
BUILDING
g
41.75 APRON AS/
F.F. [L41.75 EXCEPT ® DOOR
SLOPE ® 0.75%
1.5" MOT TY7ASPHALT
41.50
SECT B
B
NTS
z �z
�zo
�W
D I
P L EXIST. 4' C.L. FENCE TO BE RE— ALIGNED
VARIES
g
PROP. BUILDING
F.F. [L41.75 EXCEPT ® DOOR
41.50
4 �.so
VARIES
z
o
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U
�
AT DOOR, EL 41.72
w
cc
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EXIST. RETENTION AREA
p
z
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U
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SECTON
D
�A
D GR
N.T.S.
ITITE
IF 'T
aury onre o /oVos
exec,
7 - 11
D I
O
0 "E RETAIL TV EET
0 0 o l 11
6.1TrP1
NOTES: Iz ulry ,z wry
1, EACH SUCH SPACE SEOUL BE CONSPICUOUSLE
" 'T AN' PLATE IF 10—All SAGLIDID,
1111 1 UPS ITIALL NFL BE OFER1111 GO P, PAN ITS
F1 III IDEFULPHIPT 01 11ANSIHOUSTIOD
HANDICAP PARKING STRIPING
FOR MULTIPLE SPACES
T'N
NOTE. SMITOI TO RE SITE D.OF, "ERMOPLACTlc
TYPICAL PAVEMENT SYMBOL FOR
HANDICAPPED PARKING
0
ELLUENRAT PIPE I-1
ISONETRIC NEW
ASKS
— FIFEI 1.111 14E I
AD
ELLPHICAL DOE
11 AD AN
IHIII 1.11
RALPH REP
PIPE SECTIONS
Tore flLTER rv FABRIC JACKET Wry
FDOT INDEX NO. 280
TYPICAL RESERVED PARKING
SIGNAGE
t
� PAL INE�LA DIN
A UP
TYPICAL
SIGN PLACEMENT DETAIL
Pow a LLE11—T NE „, I/ re,re« oIN AT—, ,INE
f
� 00
000
0000
PLAN VIEW
OT T � = "A" RZ P" s EE HAIL reE,EC,AaTE wawF� V EAXA�f
CURB DETECTABLE WARNING
TEXT 1-1 LEI
0/ 1/A a TOP.- RVET GAINEM
DEEP DAY CUT vG' OG��oOO � 2' BAD 1-11xii O
M
oC
DE e;
EIN RArvE DINR
R GOMPa�,EG
InNIRR _ _ EIP - WIIC WNK - MtlPD FO[£
I—D , A TO OF ' OIL
IN s I INTERVALS EOUn To WA
2 SLOPE "NC
FROM eulmwcs To rreo wT
3 DECADE 27. CROSS SLOPE ON CONC WALKS TIP WEALK ABETS BLDG, POLES AND OTHER CORE ACHO
CONCRETE SIDEWALK DETAIL
R STOP No
OUTLET
SIGN DETAILS
i
DRIVING LANE (NO CURB)
UE
i
DRIVING LANE GURD
TYPICAL SIGN PLACEMENT
� T LLF `1'P/
� PO FELLO O' AD"
IP
D
3000 POR ADDS
O
v
............
STRAN 11H -E
N
6 "x16" CONCRETE CURB DETAIL
INTEGRAL DOME
I
ARE NoT TO HAVE OETECTRIVE OFF"GOEGSE.RTVSnuaOE Siovcs
JOINT FILLER HOLD DOWN
SAW CUT JOINT 1 1/4' FROM SURFACE 3 /4 °
ps . 2' -0" LONG �r
® 2d" O.C.
1 1/4 ' �
DI DE STR re TPOTA PAD
1 FDA
GR TIINDE�HOARIL,R E TWO 1z1
RUBBLE RIP RAP DETAIL
TYPICAL CLEANOUT DETAIL
1/2' BAD.
/8 B
l
T 3. TYP. THICKENED EDGE 2 q5 CONT.
CONTRACTION JOINT EXPANSION JOINT (E.J.)
(SAW JOINT C.J.)
CONC. PAVING DETAIL
NOTE:
1, PROVIDE 112' RADIUS ON ALL EXPOSED EDGES
2, PROVIDE THICKENED EDGE WHERE CONO PAVING
ABUTS ASPHALT PAVEMENT, BLDGSAND PERVIOUS
AREAS.
3. PROVIDE 112' PREMOLDED EXPANSION JOINT
WHERE CONCRETE PAVEMENT ABUTS OTHER
CONCRETE PAVEMENT, BUILDING, POLE, ETC.
a=
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IIIIIIIIIIIIIIIIIII �
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IN (i,o Pe, card)
CONCRETE BUMPER GUARD
W
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I" NITATE".11"M CE
REG, NO, 3A505 F
SATE /01 /os SNEET: 8 of 11
H.C. RAMP AT DRIVEWAY
The
original
could
not
be
Subdivision
made
See paper plans for
Master
Plan
into a PDF
information°
formate
,- 1pu:11
NOTE: THIS EROSION CONTROL PLAN SHALL CONFORM TO NPDES REQUIREMENTS
Io l
a=
a6-
W E
= AREAS OF SOIL DISTURBANCE - 19,874 S.F.
AND EXPECTED STABILIZATION
"— = DRAINAGE PATTERNS ...,5
, I, 0 = SPOT ELEVATIONS SCALE: 1° = 20'
P = PROPOSED GRADES
FOOT TYPE III S
EROSION CONTROL: m T TI D % E NSALL surf
N't L 'E D " LL ED` E IS ED ME 11 N IISINA SEDIMENT
"NNEDEW "I'M `E HER10— 11 MIT ENE ON A' M EAlllEl
AND 1UPOID11
MAINTaNED IN AaosoaNCE IST THE MANwL EoR ER E OI N"AL coNTROi LOT
EROSION CONTROL ADDITIONAL REQUIREMENTS:
1, HE llNJP RIALL EGU INFORMATION SHALL CONSIS of THE HOLLOwINa.
aiErI L
_EH E.
NOTED AHNMAl
NPDES STANDARDS
III SILT FENCE
MITIPe f
Mln. Recommended Min. Recamm detl
W � �
An ch., L.— Synth,tic Bales ORtN 2 — 2" x 2" 4' Stokes Per Bole. Syntnetic R —
AncM1Or Top Bales To Lower Bales GAIN 2 — 2" x 2" x 4' Stakes Per Bale. AncM1D o es With 2 2 x 2 x 4 Stakes Per Role
ELEVATION ELEVATON
TYPE II TYPE I
Application and Spacing: The use of Types I & II b rr s sM1auld De iced to tM1e
on d ltlons outlln ed In Ch Elt I, SM1eet ale of 3, e lude. No. 02Nm
EDOT standard spe611 -dons.
BARRIER FOR UNPAVED DITCHES
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SILT FENCE APPLICATIONS
SYNTHETIC BARRIERS AND SILT FENCES
2 RE E 1111 11— 111 111
AND CONWIRRCIION AREAS,
3, EST FENCE TO BE AGED INTO GROUND I BELOW READDE
NOTES:
IRT Etudes Rate gl e M 2 - 2 x 2 .4
e & EGGS,
PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
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0 DA( EN "�s "EEO, "REO)NPPLE
T T E NAT .
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6
PRESSURE COMPENSATING FULL CIRCLE BUBBLER
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s
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NOTE IRRIATION PLAN IS SCHEMA ONLY. FINAL CONFIGURATION TO BE DESIGNED AND INSTALLED BY AN IRRIGATION SPECIALIST.
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F� DATE OL91LD9 T: II OF: I1
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0 DA( EN "�s "EEO, "REO)NPPLE
T T E NAT .
D Rp L E FE- 10
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PRESSURE COMPENSATING FULL CIRCLE BUBBLER
1400 SERIES ON RISER
PART 1 - GENERAL
1.01 WORK DESCRIPTION THIS A T NN N I N BEN NG CONNSISPE OF O FURN iAWN AREA O AREA WATERI A D�LI2ING,
NANTTY
U INDICATED ON THE LNDSGAPE NCHIIECNRE DRAWINGS OR AS DIRECTED BY THE
NDECAPE ARCHITECT.
1.02 DELIVERY, STORAGE AND HANDLING
A P LANT
D STATE REGUUTIONS. STORAGE ANY HAND
MATERIAL ON SITE SHALL BE
WITH THE OWNER.
1.03 GUARANTEE
A THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTING WORK FOR A PERIOD OF
2 MONTHS AND ALL SOD FOR 6 MONTHS AFTER THE DATE OF PROVISIONAL ACCEPTANCE.
DURING THIS PERIOD THE LANDSCAPE CONTRACTOR SHALL CONTINUE THE OBSERVATION
F PLANTS AND GUARANTEED WORK. THE CONTRACTOR SHALL SuBNIT MONTHLY
OBSERVATION REPORTS TO THE OWNER WITH A COPY i0 THE LANDSCAPE NCHIIECT
DURING THE GUARANTEE PERIOD. FHE PURPOSE OF REPORTS IS TO STATE
TO REPORT THESE C TO PROTECT HIS GUARANTEE FAILURE TO SUBMIT REPORTS E. IN Pfry ATEStt
NY CLAIMS THAT THE GUARANTEE IS NOT VALID DUE TO IMPROPER MAINTENANCE BY
THE B. REPLACEMENT OF DEFLECTED PUNTS: ANY DEAD PLANTS, PLANTS SHOWING INDICATIONS
EO KS SP LACK HEAL AN D VIGOOR. OR PLANTS WHICH DOINNAHIBIT T A
C HRACTERISIICS
TYO WEE .T FlCA NRITTEN NOTICE FROM THE OWNER OR LANDSCAPE AN`T E CT. THE IN
REPTM EMENT SHALL BE FURNISHED AND INSTAL MONTH D
LLED AT NO ADITIONNE L CU O
TO O WNE ALL REPLACEMENTS SHALL NEET ORIGINAL ) SP EC MO M NS. F
C. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT
IN VIR N FEN DAYS TI GU ARANTE E
SHALL BE EXTENDED UNTILL SUCH WRI NOTIFlGTIO ECEIVED. TIE GUARANTEE
1.04 JOB CONDITIONS
A PM N TIE LANDSCAPE CONTRACTOR SHALL PROTECT ALL MATERIALS AND WORK
AINAIN A NY NECESSARY A FEGUAGS FOR THE PROECTON OF THE E
SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY
WHICH CON
AN A RESULT OF HIS NEGLIGENCE IN THE EXECUTION OF THE WORK.
B.
1. TIE LANDSCAPE CONTRACTOR SHALL EXERCISE CARE IN COGING ND OliER WOCRK NOT
PIPES, GABLES AND UIH I.N OF ANY SHONLD THE OVERHEN
UNDERGROUND NCHTECT SHALL BE CONSULTED AND WILL ADJUST W. ON OF PINTS
TO C LEAR Po B H IMMEDIATE LE C 6 FOR THE MEIMMEDIATE A D D
REPAR OF CAUSED BY
RESPONSIBLE HIS WORK.
2. SHOULD ANY OBIECIIONNLE MATERIALS SUCH AS OLD CONCRETE BRICKS OR
OTHERR DEBRIS! BE ENCODUNTEERED DU O THEY SHALL BE THE SITE REMOV
1.05 QUALITY CONTROL
A TH LANDSCAPE NC�HITECT SHALL HAVE THE RIGHT T NY STIR OF THE DO O P ERA TI ONS
EEf TO
WITH THE RMURENFN 5 OF ESE . ICH IN HIS /HE
S. ALL PLANTING SHALL BE PERFORMED BY TIE PERSONNEL FAML R WITH PLANTING PROCEDURES
D UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN ANYTHING PLANTED 100
HIGH OR TOO LOW OR WTTHOUT FERTID2ER OR WATER RINGS SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
C. ALL WORK SHALL COMPLY WITH APPLICABLE LOGE AND REGULATIONS.
D. THE UNDSCAPE CONTRACTOR IS RESPONSIBLE COORDINATION WITH TIE OTHER TRADES TO
.EVENT CONFLICTS.
1.06 QUANTITIES
A IN THE EVENT OF A DIFFERENT BETWEEN QUANTITIES USED M THE PUNT UST AMID THOSE
SHOWN ON THE PLANS, THE PLANS SHALL CONTROL THE QUANTITIES. THE LNDSCAPE
CONIRACEO SHALL THE LANDSCAPE ARCHITECT OF NY DISCREPANCIES PRIOR S
PART 2 - QN PRODUCTS
2.01 MATERIALS
A GENERAL _ & T THEES. S RUBS AND PLANTS SHAL.- BE TRUE TO NAME AS
1 PUBLICATONRSiNDND NAMES. ON C THE DESIGNATED AUTHORITY FOR NO M LAiuRE
INDNRMAINUAAL F MA TE R IAL SHALL AND LISAT B T L.H. HO�US
III
0 N R TO E NNE SIC.
2. GRADE STANDARDS AND QUALITY: ALL PLANS SHALL BE NURSERY GROWN AND SHALL
COMPLY WITH ALL REQUIRED INSPPECTIOD , GRADING, SIAM DS ' GRADES ES PU NT i !DN FORTH IN THE AR FOR PUNS", PART AND INCLUDING REVISIONS).
A. THE MINIMUM GRADE FOR ALL TREES AND SHRUBS SHALL BE FLORIDA N0. 1 = RRACIEG AMID DENSELY UNLESS OTHERWISE INDICATUD AND ALL PLANTS STILL TED (WHEN LEAS). TH
SHALL RO
HAVE HEALTHY. WELL DEVELOPED OT SYSTEMS AND SHALL BE FREE
OF DISEASE, INSECT PESTS, EGGS, OR LARVAE ND THEIR EFFECTS.
3, MEASURE NENTS: AFTER PRUNING ND SHAPING, THE MINIMUM ACCEPTABLE SIZE
OF ALL S MEISU PLANRE�WITH I BRRNCHES IN NORMAL POSITIONS SHALL CONFORM
ST !DAR., CPLAN G SI L ED TO OR LARGER THAN 2 ALL S "T"'RIES N (HE INIMU
PREAD, CALIPER) OF SI2E SPECIFICATIONS. SUBSTANTIAL FROM THESE
MEASUREMENTS MUST BE APPROVED BY THE LANDS RE ARCHITECT. CAMPER OF
TREE TRUNKS SHALL BE MEASURED 4 COT ABOVE THE ROCT BALL.
4. PLANT PROTECTION: PLANTS GALL BE PROTECTED UPON ARRIVAL AT THE SITE
BY BEING THOROUGHLY WATERED, KEPT MOST ND PGPERLY M INTNNED UNTIL PLANED.
S. PUNT MATERIALS: PANES FOR LANDSCAPING SHALL BE CLASSIFIED UNDER THE FOLLOWING
T HE S, NS, W B EFERENC TO MET OF COLT 014, ROOT SYSTEM STATUS, ETC. D ALL IGI WITH
FIBROUS GOS. THE B F L OF THESE PLANTS SHALL WRAPPED WITH
BUR SACK MATERIAL AN REMAIN PROTECTED ND UNTIL THEE ARE PLANTED. THE
BPLLG AND SO 17 ED AWES WHICH CANNOT BE PLANTED IMWED. LY UPON DEANERY
SHALL BE SET ON THE GROUND AND SHALL BE WELL PROOTIED WITH SOIL, WET MOSS OR
WTOHHER E B TABLE MATERI ANT NSP LTONOLL BE SANK ET WITH NSPETHE T RLM B COV INTAC
CUT AWAY TO GROUND TIEN COVERED WITH SOIL. FAILURE TO CUT
AY OR LAY BACK BURLAP AND PLANTING NAY CONSUME REJECTION OF PUNT MATERIAL.
2. CONTAINER GROWN PLANT
A CONTTNG S ER GROWN PLAN SHALL. HAVE BEEN GROWN IN A CONTAIN R URGE FOR S D ETHER FIRM AND WHILE. D D ENOUGH TO H
w E. NO PLANTS
SMLL BE LOOSE IN THE CONTAINER. PLANIS WHICH HAVE BECOME PDT BOUND
WIL FOR WHICH THE TOP SYSTEM IS TOO LARGE R THE SIZE OF THE CONTAINER
N OT BE ACCEPTABLE.
FORM SAUCER WTH -
3" CONT. RIM Y 7' MULCH
SPECIF PLANING MIX
& }
WATER TAMP IN TO
REMOVE AIR POCKETS
SHRUB PLANTING DETAIL
B C ONTAMERS SHATUT BE CUT AND OPENED
THE CONTAINER E ROOT SYSTEM. COINER GROWN LL
PLANS SHALL NOT BE
NOT
REMOVED FROM THE CONTAINER UNTIL IMMEDIATELY BEFORE PLANTING.
D. BARE ROOT AWES: NO BARE ROOT PUNTS SHALL BE USED.
C. PLANTING MATERIALS:
1. TOP ASOILT BPSOI F BE FRABLE LOAN TYPICAL OF LOCAL CULTIVATED TOPSOIL
CONTAINING AT LEAST 102 DECAYED ORGANIC MATTER T(ryNI S). R SHALL BE
TAKEN S FROM AWELL DRAINED SME. IT SHALL BE REASA9UY R EE OF
EXTRAN O EOUS MATTER ORNDEEBRIS. O Ui SHALL NOT D CANDMN TOXIC MAERNLS
D NAN tE
SHALL HAVE N ACIDITY RANGE OF pH 5.0 -).0. TOP SOIL FROM NOT
GRASS INFESTED NUS WILL NOT BE ACCEPTNLL.
B. ANY NECESSARY SOIL TESTING SHALL BE THE LNDECME CONTRACTORS
C. L PREPARKNON: PRIOR TO PLACING NIX AND RACK Fl LL OR COMMENCING
WITH PLANNING. NY OR ALL NETS THAT HAVE BEEN PREVIOUSLY COMPACTED
FOR OTHER CONSIRUCTION PURPOSES ARE TO BE ROTOiIL ED AND TREATED
WITH PRE - EMERGENT HERBICIDE.
D. FERTILIZER: FERTIUZER SHALL BE A COMPLETE FERTILIZER OF WHICH 502 OF THE
TH MO1 FORMULA OR EQUAL SHALL BE PLACED ACCORDING TO E
EACH PLANT. IT SHALL CONTAIN THE FOLLOWING MINIMUM PERCENTAGES BY WEIGHT:
A. NITROGEN N
B. PHOSPHORUS 6
C. POTASSIUM -122
D. OTHER ANALYSIS AS MAY BE APPROVED BY THE LNDSGAPE ARCHITECT.
3. PLANTING NIXNRE: PLANTING MXTIRE SHAL L CONSIST OF MPROXINAELY FOUR
PARTS OF ACCEPTABLE NATURAL TOPSOIL AND ONE PART PULVERIZED PEAT OR
STERIUM MANURE. ACCOR TO GIIRECUONS I MNERUIFL FEFFLI pER HAVING AN OF FISH ANAL OF 18 6 12, A W pH. THE
NUIR NE AZALEASR ENTA ERRIC� DOGWOODH FERNS. FIR. GNDENIAS�
P HY DRA NG
PEA, IUNI LAUREL, MAGNOLIA OAKS, ORCHID,
B. ACCEPTABLE ASIH PREPARED PUNTING COMPOST MATERIAL APPROVED O LIEU OF BY THE
MANURE, IN PREPARED NATURAL TOPSOIL NIXTURE
FOR USE AS D
BACK FILL MAT ERIAL.
0.
OR
PD
LEANER CLEAN CNDNFREE6 S HREDDED
WEEDS, N045R STICKS OTHER I DEBR ®LIES,
5. G EQUIPMENT FO
PLANTINGS DURING THE PROGRESS OF INSTALLATION AND THE GUPRNEEE PERIOD SHALL
BE D OWNER. BY T E PERMANENT RR EM BEEN 6AY NADEO IS
OPERABLE. ' H ER MS
PART 3 - EXECUTION
3.01 PREPARATION
A UNDERGROUND OBSTRUCTIONS:
1. UPON REQUEST FROM THE LANDSCAPE CONTRACTOR, THE OWNER SHALL PROVIDE FINE FHE SHOWIN E CO NTRACT OR LO TION ON UNDE R GNO RTGGENOANLGCADT WI FA E
AS
PUBUC U IIUTY COMPANIES, SUCH AS TELEPHONE, AND ELECTRICITY ETCTM
2. GE M NT THAT ROCK. UNDERGROUND CONSTRUCTION WORK, UTILITY uNES OR
I UCTIONS OUT OF THE ORDINARY NE ENCOUNTERED IN ANY PLANT PIT
EXCAVATION, ALERNATME LOCATIONS SHALL BE SELECTED BY THE UNDSCAPE
NC WHERE LOCATIONS CANNOT BE CHANGED AND THE OBSTRUCTOW MAY BE AND THE NO LESS THAN BELOW BOTTOM OF THE ROOT BALL WHEN PUNT ISEPROPERLYE A
!STALLED AT THE REQUIRED GRADE.
B. 1. WHERE EXCAVN ENCOUNTEE PLAINTING BUDS ANGO PLANT
RS M RALS ARE INSURABLE FOR PINT GROWTH,
ALL OF THE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH PUNTING
MIXTURE.
2 R PLME HO R SHAL CnIGRICAL INSSM N N,
THE VERTICAL PLANTS SHALL BE CENIERED IN THE HOLES WITH THE MUNKVERTICAL,
((KNOT NECESSARILY PERPENDICULAR TO GRADE), LOCATION AS SHOWN IN DETAL
gEOARG E IS TO BE PIACEO AT THE
BOSOM E OF EACH HOLE TO ENSURE DEEP -NO.
C REPLACE IT WITH FIE N MPROPRATE KIND AND SIZE THE LANDSCAPEETH 0
ARCHITECT. AT NO ADDIUONAL COST TO THE OWNER.
D. RADES IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO FINISH (FINE)
GM E ALL IANDCCAPE AREAS EUMINATING ALL SURFACE IRREGULNITIES, DEPRESSIONS. STICKS,
STONES AND OTHER DEBRIS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. AFTER THE
GRADE HAS BEEN ESTNUSHED AND COMPACTED TO THE REQUIRED DEPTH, NO SOD SHALL BE
LA UNTIL THE GRADE HAS BEEN APPROVED.
33.02 PLANTING
SEAMING OF PLANTS:
1. WHEN III IMO THE HOLE THE PLANT SHALL REST ON A PREPARED GLE BOTTOM
SUCH E ROM NE LEVEL WITH OR SUGHTLY ABOVE THE LEVEL OF THEIR
PREVIOUS 2 THE II CPA S OFRTHPE S UCH AS TO
N HOLES P 5 65EN MAKE BE LOWANCES FOR
My AN E QANTITY APPUEDNIMMEDIA IMMEDIATELY UPON P S BE
IN
TO gHOUGHLY MOISTEN ALL OF THE BACK FILLED EARTH. PUNTS SHALL BE KEPT
MOISTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLNTING.
B. STARING AND GUYING: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MNNNN ALL
PLANS IN A PLUMB, UPRIGHT POSITION UNTIL THE END OF THE GUARNIEE PERIOD. STAVING
SHALL BE THE OPTION OF THE CONTRACTOR, ALTHOUGH ALL DAMAGED PLANS RESULTING FRO.
YE LLOW SAFETY RIBBON.
C. PR
1. ALL BROKE OR DAMAGED ROOTS SHALL THEES BE CUTOFF SMOOTHLY AND THE¶TOPS OF WINNER
ACICE ALL
PR. AT THE TIME NP
PRUNING IS COLETED. ALL REMAINING WOOD SHALL BE AWE.
ALL C B T OF ONE ( INCH OR MORE IN DIAMETER, THE GR OG D,,
TREE SHAlEAND APPEARANCE SHALL BE DONE I TO FINAL ACCEPTANCE.
2. AT THE END OF THE GUARANTEE PERIOD AT LEAST 952 OF THE WOOD REMAINING SHALL
BE ALNE.
PLANT SO THAT TOP OF ROOT
BALL IS EVEN WITH THE
FINISHED GRADE
PAINT ALL CUTS OVER 1' DIA_
2 STRAND TWISTED 12 GAUGE
GA V. WIRE ENCASED IN 1 DIA..
RUBBER HOSE
HARDWOOD STAU(ES
3 STARES OF 2" TO BE FORM
DRIVEN (MIN 16 1 FIRMLY WITH 3 AUGER
CONY. RIM
INTO SUBS GRADE PRIOR MULCH
TO BACK FILLING. ._.
STAKE ABOVE FIRST BRANCH
OR AS NECESSARY FOR FIRM
SUPPORT v - f SUB GRADE
SPECIFIED PLANTING MIX
WATER & TAMP TO
REMOVE AIR POCKETS
SINGLE TREE TRUNK STAKING
D NPJED A MINIMUN�OOSE THICKNESS OF 3 INCHES OVER THE ENTIRE AREA OF THE
GAS OR TR D O C ED. DO N OT LET M DIN
O DIRECTLY F E C O FHE T E OSTEKHS
FINK INSPECTION. ML ECHING OF NNAL BEDS TO BE E %CHANGED MORE THAN TWO TIMES PER
N LL M B UT AMEN
ERGETTERBICDE ALL FREESTANDNG TREES LT W ITH PDT AND TREATE DIAMETER A RING F MULCH.
E. WATERING: H III LANDSCAPE CONTRACTOR SHALL CONTINUE WATERING FOR AS LONG AS IS
NECESSARY TO PROPERLY ESTABLISH THE NEW PLANTINGS. CARE SHALL BE TAKEN TO
PREVENT STAINING OF NEW CONSTRUCTION NEAR, WHERE TEMPORARY WELL WATER IS USED.
F. PEST CONTROL: PRIOR TO FINAL ACCEPTANCE IN 6 MONTHS, ANY OCCURRENCE OF SCALES.
PO
BERTRUEDMMGEATTE Y S, APHI
T HPPE OPRA L EST C D D OR NN FUNGICIDE. BY THE FUN HALL
LANDSCAPE
E
CONTRPCTOR.I L w R E GI P PEF G FERllL2ER ALL LAXNE
PLANNI A B MONTH 18 16LD12WTH 502 ORGANIC 16 1 A. - PINTS TO BE FERTILZED
WITH 3.03 BERMING
A FILL DIRT: FILL GIRT SHALL BE LOCALLY OBTAINED MATERIAL FROM NATURALLY DRAINED
SOURCES, FREE FROM STONES LARGER THAN NCH DIAMETER AND OTHER NATERALS
HAR MFUL TO SUCCESSFUL GRNNPGE ND PLANT GROWTH. SOIL SHALL BE WELL MIXED. A
M OF 252 MUCK OR CLAY COMPOSITION WILL BE ACCEPTABLE, PROVIDED THE
LALL OSCAPE CONTRACTO R CONDUCT A PERCOLATION EST WHICH ROVER THAT STANONG WATER
DRAIN WITHIN A 10 HOUR PERIOD.
B.
GRAD INO: SLOPE. A REAS SDRALLTED W ITH UUNIRORM L OR SWPES WITH NO MORE THAN
C. REPAIR: GRADES WHICH ARE UNDER THE LANDSCAPE ARCHITECTS SCOPE, WHICH HAVE
SETTLED, ERODED. RUTTED OR ARE OTHERWISE DNJAGED MILL BE REPAIRED AND REESTABUSHED
BY THE LANDSCNE CONTRACTOR.
3.04 SODDING
A THE SOD SHALL BE OF FIRM TOUGH TEXTURE HAVING A COMPACT GROWTH OF GRASS WITH GOOD
ROOT DEVELOPMENT. TAT S HALL CONTAIN NO BERMUDA GRASS, WEEDS OR AN THER
O EARTH
FREE FROM STINGS AND DEBRIS. S THE SOD SHALL BE FREE FROM NNCUS. NSECS�GRUBS AND
N. LATION. ADJACENT TO SIDEWALKS ND CURESNREDUCENGRACEE I TOPRIOMW FOR GRASS
BUILD UP.
B. SOLID SOD SHALL BE LAID WITH TIGHTLY ABUTTING JOINTS AND TAMPERED OR ROLLED EVEN. IT
SHALL BE THE RESPONSIBILITY OF THE IANDECAPE CONTRACTOR TO CREATE A NEAT CLEAN
EDGE OF SOD ADJACENT TO ALL PAVING AND SHRUB AREAS.
C. A.FER COD L A TOP DRESSING OF CLEAN SAND WILL BE EVENLY APPLIED TO THE
D.
I HE ON Fl SCPES D ANU PLACED N ED FATS ONO, STRAIGHT SEAMS, SOD WILL
E. ALL 500 AREAS WtLL BE TREATED WITH A FERTIUZEq CONTAINING THE RATIO 16 4 8 WHICH
S 502 ORGANC WITH MICRO NUTRIENTS, AT A RATE OF 1C LB 1000 S.F. THIS SHALL BE DONE
ONCE AT THE BEGINNING AND AGAIN AT THE END OF THE 3 N NTH SOD GUARANTEE PERIOD.
3.05 FIELD QUALITY CONTROL
A 1. AN NSHANCE I PHALL NA BEGN E IN T MCET E LY AFTER EACH PUNT IS PIANIED AND SH
CONTINUE UNTIL E FINAL ACCEPTANCE AT THE END OF THE GUARA TEE PERIOD. P
HALL BE OTHERWISE MA
1INTAINED AMID PROTECTED FOR THE PERIOD IF T STATED FR OCI)D SID
AMID ONCE THE OINERA BUT RE
CONTMCMR5 RERMNSIBa O SURE T BE LET BT
MAERALS NE PROPERTY MAINLINED.
1. MUST BE CONTINUOUSLY MAINTAINED.
3 PROPER GRACE POSITION. PLANTING -I.. ON AD NPNENT.W UPON S COMPLETON OF PL NG NDSCAPE CONTRACTOR S
TO
F„EMO I SITE EXCESS NILIU AN D L DE B R IS,
PEWEFxS M U IDPMAGE
4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROTECTION AGAINST MECHANICAL
DAMAGE INCLU R PGTE S CUON FROM BHICLZE, BY METNG OF APPR VURNNING AS MIGHTT SIGNS
OR REPLACE ANY PLANS OR PLANTING AREAS WHICH MAY BEGONE DAMAGED AS A
RESULT OF ANY NEGLIGENCE BY HIM IN COMPLYING WITH THESE REOUIREMENS. AS A
SPECIFIC REGUIREMEN OF THESE CONDITIONS. THE LANDSCAPE CONIRAITTOR SHALL BE
RESPONSIBLE FOR ASSURING THAT ALL PLANTS AT THE TIME OF FINK INSPECTION
EXHIBIT THE CHARACTERISTICS AND QUALIFICATION REQUIRED FOR THE GRADE OF PLANT
AS ORIGINALLY SPECIFIED.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADUIIHOML WATERING REQUIRED IF
RRIATION PROVES TO BE INADEQUATE FOR FRESHLY PLANTED MATERIAL.
6 OCEPTM AS OTHERWIICULIUEMCIFlpDGAMOE LUTASCAPE CONTRACTOR WORK SHALL CONFORM
B. PROVISIONAL ACCEPTANCE:
1. UPON COMPLETEON OF ALL YORK INCLUDING O MAINENNCE, THE LA NDSCAPE CONTRACTOR LA
RENEWED FOR ACCEPTANCE IN PARIS. PROVIDED THE WORK OF ONE UNIT OR AREA
PART IS OF SUBSTANTIAL SIZE.
2. THE DATE OF PROVISIONAL ACCEPTANCE SHALL MARK THE BEGINNING OF THE
C
UARFEE REE CH O D. D. T MUST BE SPECIFIED BY WRRTEN NOTIFICATION TO THE
DECAPE C. FINAL ACCEP NC INS ON:
1. AT THE LANDSCAPE NCHOECL/OR OWNER EWR- NSNOTCENIS OF TO E SUBNITED TO TUE
DSCME NCHIIECY /OR OWNER BY THE CONTRACTOR AT LEAST TEN DAYS B60RE
THE ANTICIPATED INSPECTION DATE.
2. DEFECTS DISCOVERED SHALL BE REPAIRED OR REPLACED BY THE CONTACTOR, AT ALL NO ADDTOTNAL=01= COST TO TH COWNER, WITH IN TEE WEEKS OF SISGAINSPE VL AND A
CON
T FINAL ON SCHEDULED. u
STAKE TO FIRST BRANCHES
PROVIDE THREE
AS NECESSARY FOR
2" x 2 HARDWOOD STAKES
FIRM SUPPORT
DRIVEN FIRMLY A MINIMUM OF
WRE SHALL NOT TOUCH
18 INTO THE SUB GRADE
OR RUB ADJACENT
PRIOR TO BACK FILLING.
TRUNKS AT BRANCHES 2 STRAND 12 GAUGE GALV.
WIRE TWISTED AND ENCASED
MULCH
IN RUBBER HOSE 6 - 9"
FROM TOP OF STAKE
FORM SAUCER PATH
2 PARE SUPPORTS SHALL BE
USED ON MAIN STRUCTURAL
3 COAT. RIM
BRANCHES
WATER & TAMP TO
REMOVE AR POCKETS
SUB GRADE
SPECIFIED PLANTING MIX
WATER & TAMP TO
REMOVE AIR POCKETS
MULTI -TRUNK TREE STAKING
3.06 ADJUSTMENT AND CLEANING
A. CLEANING UP THE SITE: UPON COMPLETION OF ANY PORTION OF THE LNDECAFE PROJECT
THE LANDSCAPE CONTRACTOR MUST THOROUGHLY CLEAN UP THE PROJECT SITE. IN ADDITION
TO REMOVING ALL EQUIPMENT, UNUSED MATERIALS. DELETERIOUS MATERIAL AND SURPLUS
AR EAS ADJACENT TO GS TO PROVDE MA D NEAT AND UNFERRM LUTE, AND THE
SPECIFICALLY, THE SOD AREAS ADJACENT MUST BE AS REQUIRED. ALL DMAG ED OR ALTERED
EXISTING STRUCTURES, AS A RESULT OF THE LANDSCAPE YORK SHALL BE CORRECTED BEFORE
PROVISIONAL ACCEPTANCE IS GRANTED AND GUARANTEE PERIOD BEGINS.
B. PIN TH NAL_LPNT THE PLANS 'R EBLANA MA TTER E ATM' R PR_ D AT THE E P E CY EQUIRE ORDER SIGNED TN BY TH LANDSCAPE O ARCHE�C N T, PRIOR TO THE O WO 6HPLL
3.07 TRANSPLANTING OPERATIONS ALL AG TRNSPUNTNG ACCORDNN E wTH NURSERY TRADE PROCGURES INC...IN. THE FO TO A.
WHERE TIME IS AVNLNLL.
A. PHASg ONE PR NE ONE�R 0
2. THIN OUT INTERIOR CROWN F OF DICOIS MANOR TO CONPENAES `
ROOT LOS SA
LEAVING THE SHAPE OF THE CANOPY INTACT.
J. LEAVE NONOCOT LEAVES ALONE ALLOWING PUNT TO BALANCE ITSELF PROTECT GROWING
POINT AS NECESSARY.
,Z gl 4 RGMW E WATER AND G OMER DW iNJUR OUS DURING G TEMPORARY
BY STORAGE.
5.
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE STORED
PLANNING UNTIL THEIR REUSE. HE SHALL NOTIFY THE OWNER IN WRITING OF ANY CONDITIONS
BEYOND HIS CONTROL, WHICH ARE ADVERSELY AFFECTING THE STORED PLANTS.
B OFF SITE 1EMP SiORAGEREPLNTING SEE AREA DESIGNATED ON PLANS OR PROVIDE
I. PROVIDE TEMPORARY IRRIGATION FOR THIS HOLDING AREA MULCH TO REDUCE WEEDS.
DISCOURAGE FOOT TRAFFIC AND 115 COMPACTING EFFECT, CONSERVE MOISTURE AND
Z. BRACE TRUNK LEAVE N PLASE TREES ARE WHO FIRM.
3. WRAP TRUNKS AND STRUCTURAL BRANCHES OF THIN BANKED TREES TO PROTECT AGAINST
SUN SCALD AND DEHYDRATION. RETAIN THIS PROTECTION THROUGH THE COLD SEASON.
4. FEED WITH DILUTED SOLUTION OF N IN SOLUBLE FORM WITH A SOIL NEEDLE PROVIDING O CUODS.
S GLAD FEED RSS RETARDED SPRAT IT WITH ONE OF THE SOLUBLE AREA TYPES OF
6. AT TIME OF REPLANTING TO FILL NR POCKETS AND TO KEEP ROM. ESPECIALLY FEEDER
R005 ,MOIST, LINE ND HEALTHY, USE SOIL NEEDLE FOR WATERING NEW TRANSPLANTS.
DIRECT FINE SPRAT AT AGE TO HELP HARDEN OFF NEW LEAVES.
TREE PROTECTION DETAIL
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PLAN DATE: 0/01/09 ENCET SL2 1I, 2