HomeMy WebLinkAbout2010 04 26 Regular 600 Final Engineering Starlight Baptist Church Basketball Court CITY COMMISSION
AGENDA
ITEM 600 Consent
Information
Public Hearin t
Re ' ular X
April 26, 2010 \\ /
P MGR. � /Dept. ��i
Meeting /
REQUEST:
The Community Development Department requests the Commission consider the final
engineering/site plan for the Starlight Baptist Church basketball court enclosure and other
improvements, located at the northwest corner of Hayes Road and East Bahama Road.
SYNOPSIS:
This agenda item is for the City Commission to review the Final Engineering/Site Plan for the
enclosure of an existing covered basketball court and various associated improvements. The site
plan, aesthetic review, and development agreement for up -grade to entire the site were approved
on May 12, 2008, but the economy has forced the church and many other entities to scale back on
plans. The approved plans depicted the covered basketball court to be enclosed, but the details
were not provided in the aesthetic review. In light of the current economic situation, the church
is proposing to do what it can, to implement the plan in increments. Converting the basketball
court into an assembly structure, providing the sidewalks in the adjacent Hayes Road and East
Bahama Road rights -of -way, providing a dumpster enclosure, and providing a stabilized bus
parking area comprise the first phase of this implementation. The church representatives have
expressed a desire to also move forward with a scaled back version of the 30,167 SF building
(new sanctuary, Sunday- school classrooms, and offices) before the end of the year. This
development would comprise Phase two of the implementation and will be subject to separate
review.
CONSIDERATIONS:
LAND USE, ZONING DESIGNATION, ETC.:
Future Land Use Designation: Public /Semi - Public
Zoning: R -1 AA
Conditional Use: Approved w/ conditions on July 10, 2006
Variance: Approved July 10, 2006, to allow grassed overflow parking
Development Agreement approved May 12, 2008
April 26, 2010
-
Regular Item 600
Page 2 of 4
APPLICABLE REGULATIONS:
Comprehensive Plan
Chapter 5 (Code), Tree Protection and Preservation.
Chapter 9 (Code). Land Development.
Chapter 20 (Code). Zoning.
Development Agreement
CHRONOLOGY:
July 10, 2006 - Conditional Use to expand the Church in the R -1AA Zoning District
July 10, 2006 — Variance to allow stabilized grass parking
April 2, 2008 — P &Z recommend final engineering /site plan be approved
May 12, 2008 — Commission approved site plan, aesthetic review, and development agreement
BACKGROUND AND OVERVIEW: This 4.28 acre upland site is largely developed and has
been used as a church for years. It abuts paved Hayes Road to the east and presently unpaved
Bahama Road to the south. It abuts other R1 -AA properties to the north, east, and west; a portion
of the Mount Greenwood [residential] PUD to the northwest; large stormwater ponds to the west;
and RC -I property (with a power line) to the south.
The 2008 plan approval included a new 30,167 SF building (with a 783 seat sanctuary,
classrooms, and offices) and provide additional parking for the expanded facility and generally
bring the site into conformance with Code. The existing structures were proposed to remain,
with the covered basketball court eventually being enclosed. No plan was provided at that time
to demonstrate the aesthetics of the future enclosure. A development agreement (DA) addressed
such issues as limiting future expansion, hours of operation, scheduling a sidewalk along E.
Bahama Road (requires a sidewalk when the roadway is paved — paving should begin in May or
June), steeple height, positive light spillage onto Hayes Road at the site ingress /egress, parking
setbacks, screening the bus parking, overnight accommodation for visiting pastors and/or visiting
singing groups, and maintenance of grassed parking and landscaping
The 2008 plan has a total of 233 parking spaces: 22 of which are paved (includes 7 handicap
accessible spaces) and 201 of which are stabilized grass parking. A variance to allow stabilized
grass parking was approved by the City Commission on July 10, 2006. The 2008 plan also
provides spaces for the church's busses behind the church. The Commission has stated that it
wants the parking screened with adequate vegetation and does not want parking in the adjacent
rights -of -way.
REVISED INCREMENTAL PLAN: The plan being considered with this agenda item can be
considered the first step toward achieving what was approved in 2008. The plan depicts
enclosing the existing covered basketball court into an assembly building, use of existing parking
(including handicap spaces), providing a dumpster enclosure, providing a new stabilized area for
bus parking, perimeter landscaping, connecting the site to City sanitary sewer, and constructing
sidewalks within the two (2) abutting road rights -of -way. Staff believes these improvements are
commensurate with the limited scope of this increment of development.
2
April 26, 2010
Regular Item 600
Page 3 of 4
LANDSCAPING: The 2008 final engineering /site plan contains a landscape plan to screen the
parking and noise from the adjacent neighborhood. The current plan provides perimeter
landscaping along the Hayes Road and East Bahama Road rights -of -way. The interior
landscaping, beyond what is currently there, is not provided, since it would subsequently be
damaged or destroyed when the 2008 plan is further implemented.
UTILITIES: The site will be serviced by the City's water and sewer system. The City has
adequate capacity to serve the site. Dumpsters, transformers, backflow preventers, the irrigation
well equipment, HVAC equipment, and other utility items, as well as storage facilities must be
adequately screened from public ROWs. The current plan will connect the site to City sanitary
sewer.
Storm -water management is proposed in the 2008 plan, largely through an underground system,
with two (2) dry retention ponds. No new storm -water facilities are needed for enclosing the
existing covered basketball court.
LISTED SPECIES: The northern (currently undeveloped) portion of the site and adjacent
property contains gopher tortoise burrows. The applicant must relocate the on -site gopher
tortoises located within the area to be cleared and protect other on -site as well as any off -site
population from wandering onto the construction site before any site work may commence.
SIDEWALKS: As required by the Comprehensive Plan and the development agreement, the
applicant is providing 5 foot wide concrete sidewalks in the adjacent Hayes Road and East
Bahama rights -of -way.
FINDINGS:
1. The approximately 4.28 acre site has a Public /Semi - Public Future Land Use designation
and is located within the R -1AA zoning district.
2. The site will connect to City water and sanitary sewer service. The City system has
capacity (both water and sewer) to serve the site.
3. No off -site traffic improvements, other than curb -cuts to the existing Hayes Road and
East Bahama Road ROWs, are necessary to accommodate the proposed project.
4. At its July 10, 2006 meeting, the City Commission approved a conditional use to allow
the church to expand, subject to conditions, and also granted a variance to allow
stabilized grass parking for spaces other than those used on a daily basis or handicap
accessible spaces.
5. A site plan, aesthetic review, and development agreement were approved for the property
on May 12, 2008.
6. Staff believes this site plan and the associated aesthetic review are largely incremental
steps toward achieving the 2008 approvals.
3
April 26, 2010
Regular Item 600
Page 4 of 4
FISCAL IMPACT: No property taxes are assessed on the site. Permit, utility connection,
and impact fees will be collected.
COMMUNICATION EFFORTS:
The Planning and Zoning Board agenda of April 2, 2010 was advertised in accordance with City
Clerk policy including posting on the City's web site and Laser Fiche.
No further efforts have been made for the final engineering/site plan, beyond those routinely
done by the City Clerk's office.
RECOMMENDATION: Staff recommends approval of the final engineering/site plan for
the Starlight Baptist Church.
ATTACHMENTS:
A Location Map
B Final Engineering, Lighting, and Landscape Plans for Phase I
4
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','' / % / /I� 1 NOTES:
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!� ��— �� r �+ Municipal Address Map Book 200 400
�_� ` � PRINTED: REVISED: Feet
0 ` i Dec 2005 2 : 3
p° • • • • - i � .1. Cit of Winter Springs, FL Map
�� p., Y Page 2431
PAGE LOCATION KEY MAP WITH 1 & 2 MILE RADIUS RINGS Developed By: Southeastern Surveying di Mapping Corp.
CONSTRUCTION PANS FOR
STARL /6HT BAPrISr
C1111RC11 BASV1
C01IRTENCLOSYRE
PROJECT OFIECTORY:
OWNER: STARLIGHT BAPTIST CHURCH
190 E. 8AHAMA ROAD
WINTER SPRINGS, FLORIDA 32708
PHONE: (407) 367 -8678
LEGAL OEON. I I - I \ \ \ / I CIVIL ENGINEER: PN CIVIL ENGINEERING CO.
L \ \ 1/
WIN N.
WO MD 3. IR 2 D I J, . A, NORTH RANCHES RED. a PER As f WIN 207 N. M055 ROAR, SUITE 211
TER SPRINGS, FLORIDA 3.4708
COUNTY, RARIO0.T IK BpON 12. PAGE E 35. J8, P UHUC RECORDS OF SENIHIX.NOU E III` K R THOMAS H. SK 2752
PHONE: (407 327 327 - 770 0 4 0
CONENNS 188,J41 SQUARE FEET OR l 8 ACRES MORE OR HESS. l FAX EMAIL tomskeltan ®b: ( ) 5 Ilk-Ob 7
ellsouth. net
PROJECT ADDRESS: cO,,O OR ARCHITECT: HB ASSOCIATES, LLC
190 E. eexaA .. REq 377 MAITLAND AVE., SUITE 1014
MNRn SPRINGS, R ALTAMONTE SPRINGS, FLORIDA 32701
JZ2HA
HARRY B III, PE #41837 54 So L$ TYPE. RflE1Wgy 4
FAX (4D ) 40 40900 44
j" TAVM6 EMAIL: hbassociatesllc®aOl.com
HYOROLQQC GROUP A
R°HMAA LANDSCAPE ARCHITECT: FRENCH DESIGNS
FLOOD ZONE: 5409 LAKE JESSAMINE DRIVE
ORLANDO, FLORIDA 32839
THIS SITE IS HOGAIW ry 2 E x, AREAS PAMELA FRENCH, AL
—M N. m 8E W IOE THE 100 rEM PHONE (4 852 -7754
ROOD ZONE PER RRM MAP CONNUMOT PAW. FAX: 40 652-]]54
NUMBER 12117ca1fip F, oA1ET SEPIEMWR 28, 2.1. si EMAIL: pjfrench®e.,hI,.K et
YERMD: Jll�i SURVEYOR: ACCURIGHT SURVEYS OF ORLANDO, INC.
2012 E. ROBINSON ST.
WHERE ARE NO AIUSO1C11ONA AE W ON S11E ORLANDO, FLORIDA JR 32853
PHONE: (4071 894 -fi314
FAX: (40 ) 897 -3777
uA EMAIL: Oc usurw;y ®bellsouth. net
VICINITY MAP GEOTECH: ECS, L.L.C.
2815 DIRECTORS ROW, SUITE 500
TAX PARCEL ID NO.: 02- 21 -30- 504 -OA00 -0020 OR-DO, FLORIDA 32809
BRUCE WOLOSHIN, PE k3fi734
PHONE: 407 859 -8379
URUIY COMPANIES FAX: (a0) 59
MAIL -9599
ELECTRICAL POWER: PROGRESS ENERGY E bwOlOShin ®ecslimited.cam
1100 N. ORANGE AVENUE
WINTER PARK, FLORIDA 32789 ENVIRONMENTAL: MORGAN ENVIRONMENTAL CONSULTING, INC.
(407) 629 -1010 740 FLORIDA CENTRAL PARKWAY, SUITE 2004
LONGWOOD, FLORIDA 32750
TELEPHONE: EMBARD STEPHEN ((BUTLER
WINTER PARK, FLORIDA 32789 FAX N �401) J� -0O fi448
(407) 263 -5405
SANITARY SEWER: CITY OF WINTER SPRINGS
110 NORTH FLAMINGO AVE.
WINT R 5PRING5, FLORIDA 32708
(407 327 -2669
WATER D15TRIBUTION: CITY OF WINTER SPRINGS
110 NORTH FLAMINGO AVE.
WINTER SPRINGS, FLORIDA 32708
(407) 327 -2669
PREPARED FOR:
!STARLIGHT BAPTIST ST C HURC H
U,'N SO
t N
I
LOCATION MAP
SEC. 02 TWP.21 S RGE. 30 E
PERMIT STATUS DATE DATE
ISSUED EXPIRES
INDEX OF SHEETS
SHEET
DESCRIPTION
I
COVERSHEET
2
GENERALNOTES
3
BOUNDARY, TOPOGRAPHIC &TREESURVEY
4
PHASE I- STDiPLAN
5
WATER DL4TRiBUTION STANDARD DEfAHS
6
SANITARY SEWER STANDARD DETAT S
7
LIFE STATION STANDARD DETAILS
Ll
PHASEILANDSCAPEPLAN
L2
LANDSCAPESPECQ+ICATIGN$
I1
PHASE IIRRIGATIONPLAN
AMERICAN CIVIL
ENGINEERING CO.
20] N. MOSS ROH), SOON Ell NpiER SPE00, PIARHIA OSfOB
PHONE: (401) 531 -9100, FAX: (407) O31 7
CERIMHE OF AUTROBIX MXU NO.: 00003129
CONSTRUCTION NOTES GAOIN4
a a
1. EASING RWOIXAPHY OHO WHNUM AE EASED ON NE NLLONNG:
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2. G ICAL SwWES HAE SEEN PROADW RS W BIl
CONNCI BENQH IHFOOMATNH AMIN NE REPORT AND THESE WXSIW1CITON
o y
2. ALL PRO POSA SITE CONSTRUCTION SHILL BE PLAN T N INORIUMOx
SHOWN ON THESE PLANS AS APPROYW BY ON OF WHEN SPRINGS.
PLANS SHALL BE REPORTED N NE ENGINEER UPON MCGYERY. THE
_MR SHALL RENEW TIE BELOW REPORT REED N BCOHG.
CONSTRUCTM NOTES PAMiG:
LEGEND:
M
�
o €
- 2 d
3. NL CON TRAUCTON SHALL COMPLY WIN NE APPU- STATE, FEDERAL, AND
LOCAL WOES. ML NECESSARY LICENSES AND PEWAITS SHALL BE NBRMHEU
BY NE COxNACNR AT THEIR EXPBNY UNLESS PRMOUSLY WRNHED BY
GEOIECHXICAI ENGINEER: ECS, L.L.C.
REPORT A.(5): 24-16GO
OA1ED: SOMMBER M -1
I. w x PANGIwT CONSTRUCTION 9- BE IN KWROMHCE WIN ON OF
MR SPRINGS COHSTRUCTW SPEOFACANNS.
2. COIN ATUR IS RESPox9ELE FOR GRAIHG ALL PAEllwS TO ORAN
EWSTMG PALM NEE
NE W.NER. LL BE NE RESPOHSIBUIY OF NE WNIPACNR TO INSURE
RIAT ML RDUIRD PLANTS AE WRNHED AND ME IN NANO AT NE JOB
3. ENSTHG TIMES. PUNTS AND SHRUBS WHICH AE NARKED OR DESIGHATO AS
MR OF NE I-MI -ING SHALL BE CMBULLY RIOTECTED DURING
POSITIVELY. TASEWOMS 9HNL NAN9TW W N PRNOE OMWTH
DRMMG WRKE WHILE NAXTAXIXG PGSMW DRNMAE. SHBILD
°3 ENS OM NEE
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SIN PRIOR i0 NE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHAL COMSNUCTIIN. BE FEES, RHOS OR SHRUBS AE AAEAT T) NE N ON PROR TO PANNC W THAT REGOMNETWATWS CAN BE
BE " CONCITON' CONTAINED NwEH. RRNITS INCWOED (BUT HOT COSNUCTOA OUR SHALL BE N N PIMM T AND RESTORE NE ORIGINAL MPHOR TREE
CONgTONS OF NE VEGETATOM.
3. SPECIFlCAWS NR NE INTRHAL ROAlMS ME AS FOLLOWS:
RENEHTS: OSE RVE GRA
- WTA NMAEMwi DISTRACT SNOM RATA 1. 0"yRIHG COMSNUCWH, NE COMNKNR SHALL PROr1DE AGWUARE GRANA£ SUBBASE RNUI CU
- NO WREN p5NI8MOH 0 PROPER COIL EROSION CNHNNL MEASURES, A HECESSMY. E SUBBASE SHALL BE 5RAUZED N A NININUN DEPTH OF I0 MMES a- dA29313' TA
- Na W SMIRARY SEMEN COLLECTION AND TRANSNI59OM
- LOCII CWSNUCTON P- OPPROWL
5. ALL SHE CLEANING AND GRUBBING S- BE PERFORIED IN ACWTNNHLE ON
SQRON 110 OF ROWOA OPMNENT BF TRANSPIRATION STAIDMID
AM Call RD M M PERENT OF NNS.11T.O. T -160 NV 9O PSI.
BASE RWI-N
R = 75.W'ILS
L = 58.25' MC LENGTH
- LOUT RIGHT OF VAT' USE
UNDERGROUND UTES
- KCAL M
1. NE EXSENCE AND IDEATION OF EN5TNG UNDERGROUND MIUMES ME HN
LL ORCATIONS NR ROM AN BRIDGE CONSTACTIXI, IARESE ENRON.
6. AL EXCAVATION AND SUMNMENT SIVL B PERFORMED IN AGCOMMHCE N
N SEWOM I W OF NE FLORIDA DEPAR DENT OF NMSPORATW STMDARD
UMEROCK
NE UNCROMt MAMMAL (6' BERM) BE COMPACTED N A YININUN
DENSITY OF 98W OF NE NUN DENEIN ORAXARLE UNDER A.WS.H.T.O.
PROPOSED SARA PIPE
GUMMIER AND SHAL BE IAAE5TGRED AND VERITED IN NE FELD BY
E CONTRACTOR PREP N STARTING NE WAR. NE ENGINEER MSUNES
SPEORCA1gAS FOR ROD MD BRIDGE WHSTRUMOM. IARESE EDI ON.
7. ALL R' NEAS METER TRW 12 INCHES IN HBGHT SHALL BE LONP/CIET
METHOD T-IBO
ALM T: BASE REOUIRENEAS:
WM EXISTING WATT NAN
"
NO RESPOHSIBIUTY PER ACCURACY OF LOCATION OF ENSTING UTMES SHAH
OH THESE PLANS. PRIOR TO NE START OF MY O SNUCWH AWEY IT
IN 12 INCH UFS (MEASURE PRIOR N WNPACTON) N 95W NMINUM
SNE CEMET
NE SOIL CEMENT I.' DEPTH) 9HNL ED CONA:TEO N AT LEAST 95W OF
PROPOSED WARN THAN (Ml)
_
a
9WL BE NE WHNACNRS RSPONSER RY N NOTR NE VMIGUS
UTUTE5 AND N NARE NE NECESSARY XWANGENENTS FOR MY REIACATONS
ONSIN PER A.-H.- T- IN.
8. AL DSTUROED AREA$ SIVL B SEEDED AND MULCHED UNLESS OTHERWISE
NOTED ON THESE PLANS. AL GRASSING SHMl BE PERFORMED IN A.O;OR-
THE NAWNUN DENSITY PRESCRIBED UNDER -S-O. T -136
SUR- COURSE:
F ,., EXI K FORE AN
y
T OF NESS MUTES ON NE OWNER OF NE UTUN..
5. E COMNKNR SHALL BE RSFOH9BE PER MY AND NL CWT KWON NAY
EXACE NTH SECROH 570 OF FWROA DEPONNEHT OF NASPI ON
SPEORCARIOM FOR ROA MO BRIDE WHSNUMOM, LARESf WIWH.
\2' NOT ASPHALT CONCRETE TYPE S -III ON A STAIUN OF
IOW POUNDS.
- - - PROPOSE. FORCE NNx (EM)
W =
OCCUR WE TO MY DAAES GMSEO BY NE CONRKNR TO EXSNHG
UT SMUCM OR PROPERTY. E CGNTNCNR SHALL BARE NE
9. N MSGNATW AREAS N BE EDGED PER NE RIMS SHALL BE PERFORMED
- - M GM E0 LOT UNE
b
wTRE COSTS W REPNR MO /OR RWIFCENEHR OF SAD OAIAES.
ACCORWJHCE THIN SQWH 575 OF NE F.O.O.i. SPQIFlCAWHF FOR ROK
ANO BWDOE COMMUCIIOA. IATESf EGWH.
PROPOSED RTBMN UNE
t
6. NE E ENGINEER CONIMLNR SHALL PROMDE CONPLBE 'M- BUILTS' INFONAT IN N
WATER UHES, W
NNE REBATE LOCARON N ALL ATT
10. NE CONNNUOR 9HAL HOT CO-T, STAUZE, OR CONSTRUCT BASE
COURSE W l!4 LA2HDSCAPE ISUNDS OR NEDIANS.
PROPOSED
UNE (P /L)
6
SIFNCES VALVES, SERA LINES SEMEN SERMCES, STAN SEVER UPS.
VETS OF SNUCTUR3, RNk RETENTION A! s RNIS H LOT GRE AND
11 19H FlAOA B TIATON ME TYPICALLY 6 INCHES AOE DOM RNI9ED
-"- RIGHT OF WAY (ROW) UNE
,
WHSTRUMW EACH - FOR VEAFRATOM. NE ° A -BUILT' RECORDS
9WL BE NWT AT NE JOB SIR AND UPDATED A NE PRORCT PROGRESSES
GRAM AT ONSIDE RAINETA NF BUILDINGS EXCEPT AT EHTT6ES AND WHERE
O WSE SI BE ON NE GKAHG PLAN.
I2. E CONNKHOt SHILL COO LNG NE IHSENIATOMS OF UTUN COHWITS
� NOTES NATER OBTFMTRM
- - - EASEMENT UNE
T'A (2) SETS OF RECORO DPAIMHGS AE TO BE PRNOED N NE Ott.
(SI.EEVSJ UN ER PAVED AREAS ON EACH UTILITY COMPANY PROP N BASE
1. AL WATER DISTRIBUTION SYSTEM RELATED KEYS SHAL BE COXSANICREM
PROPOSED WHTWR UNE
_
W
&
]. ALL�RORIZWTAL IANUT NR SIR COMMUCROH SHALL ED BARED ON NE INS ALLfia"A KEPT JMCE ON CITY 0 V NTER SR6HCS, FLWIW OWTMNwi - - - EX511HG WHTWR UN
OVER SM RAN AND VERIMB BY NE WHTTN l COREY. 13. DURING CONSNUCWH, NE CWTVCIOR SHALL NNE ALL RASONAGE 6 ENOROHNENTAL PROTECTION, AND HEALTH DEPT. RCUIRM A" - - - EXSIBM 5' COHNUR UNE
8. NE "N"B SHALL HIRE A PRORSSIOHK SSTHG VB]RAMN AS MEASURES TO INSURE -MT POLLUTING, 9LTRO OF OR DSMRBIRO N
T NECESSMY N FREWN ALL TESTS REWIRED BY NIS CWSNUCNON.
9. E CONTNCNR SHALL HWR AwIOM CARL wGIHEERIRO WYPANY M
FOR S NC ARO
SUCH AN EXERT A T) CXSE M INCREASE IN TURBIGN N THE EASING
9PAAHAE 55811 AND ANCwi MEN BODIES A ND 'lERl1Hp5. E
2. ALL NAEWNS FURNISHED BY THE WHTNCNR UNDER THIS SAWN
AND F
P HALL BE NEW, HIGH G- AND PROM OBECR.
J. RES9CR AND LENMGE IESIS FOR HERLY- IHSRALLW YNRw 05i.
PROPOSED LIFT STAWX (LS)
s
HOUS IN PWON TA ANY A INpCNTO IN ITEM Ho. B WXNKTOR SHAL ED RESPONSIBLE NR COMPLYING ON AL PERMIT „STEM PRESSURE PIPES AND APPURTENANCES SHILL BE PERFORMED I
A3WE. COMMONS REDREW N SUCH NEAURES. EM1IOW WAY INCLUDE BUT ME CRY O NTER D PROPOSED SMITARY SERNCE
10. NE MOTS APPROPRIATE CONKER. CE NN Llry B NIHTA SPRINGS MO FDEP SRANpIA.S.
COXNATOR SIIAL AL UTI WMPMIES OF
N
PROPOSED START OF OTED IX ACCOROANC ON NOR ST
NE P E MDA D
REGUIRwwTS: INCLUDING BUT NOT UNITED M WAGER. SERA, POWER.
NOT UNITED M. FLOATING 99 BARRIERS, SAINwTAWH BASINS, 9DINEAT
CHECK OAS. SILT FENCES. HAY BALS. E MEASURES SHOW W THESE
POTABLE WATER REST ES BE 150 PSI; WRTOM MM
5 N BE 2 HOURS. TESTS N BE CW BE 15 PUSUANR i0 AWED 0600
P RSU AE
PROPOYO SWIRARY NANHG.E
a_ 0
C- ITS. E S
U UN
PI-MS SHALL B: CONSIDERED NININUN AND SHALL HOT OBM1CTE THE CON-
TOR NR FROM NE RESPOx51BUN N INR.B1wT MY NEASURES NECE55MY
RUC
gIMIE IRON PIA AND 908 OF THAT NU
FOR PIA PIPE.
6 OSIHFQT POTABLE YMSR NNxS IN KCOWMCE WITH MW C651
PROPOSED FlRE HNRMT
e w
WORDN TE THE HSfA OF x 0Wx0UI�PR
PRE-
N PR- NGEMOM FOR EROSION, SEDNwiAWH AND NRIOIrv.
STMpAAD PR MOLES NR DISINFECTING MITER NANS.
PROPOSED CARE VALE
�_ m
II. Fp0NI0A TAY! RIOR 5I) RCUIRS THAT Pw5W5 MMIHG UOUN WS IN
LOR DA .831).
UNUH PRIOR SIREES, RIGHT OR UN FA9Aw5
5. ALL PLC PIPE MSR BEM NE NSF COCA FOR POTABLE MATER USE.
fi. ALL YMER UHES 9HNL BE INSTALLED IN A OR NERw.
PROPOSED WUBIE S MER
MER J /
U V n
-ARRAY
C L IPM I N
0 i0 POW EWIEMwD MUST FlRSE OBRAIHM
GONSTRUC" NOTES ORMMIM
7. &PIPE. SHALL BE
FOUR (l) INGHE5 THROUGH THIRE -SIX (J6) INCHES
NA C - WO OR CW05, LATEST EDROM. NE PLC PIPE SHALL A NININUN
HAE
FNOPO SE. U.. T'
W XATA SAW£
m < °_
U CONTWH
ON THE THE LCO ME NI GA U UNDERGR GA F PPE U E CWTN OF
NOR" ME GS UTNry A NININUN OF A HOUR AND A NNINUN OF
I. ON OAXAE RATED CONSTR SIVL E PENPORNED IN A%DROANCE
SE. JOHNS RICER KART THAN I PORE ECi.
WCWNNG PRESSURE RATING OF I W PSI AND SHILL HAE A p RMIGN RATIO
PROPOSED FONT P-2/P-4 INLET
N�V
5 DAY
5 GAYS 5 H A N E A-1- BE H.
12. ALL CORK SHALL SHILL BE OPEN IT AND WBJQR N BY
2 GILL O STAN STRUCTURES SHALL BE R ROAD A REA RI GE CO MCE ON
E CONST U CT ED N CE N
AA,T. SRMpIA. SPEMFlGTONS FOR RUIO A BRIDGE WSNUMOH,
p M OF 18. PVC RIPE 9HN BE INTEGRAL EEL, PUSH-014 TYPE JOINS. S.
B. DIP RPE: FAN (l) INCHES THROUGH FORK (Sly INCHES SHALL BE
* PROPOSE. NOT P -I /P -J IN-
8
W
OWNER AND
MTI RIZW L OF NE CITY, COUN SERE, OWNER MD
LARESf WIWH.
INMI 150 PIPE.
MI/MNA AZ1.5I /CI51 WTH A MINIMUM YARNING PRESSURE
_
U
W
MIS PLAN
13. ANY PROPOSED FIELD CHANGES NINA SUMTANTI/LLY DENATE FROM MIS PLAlI
D FIELD
SHALL BE APPROVED BY NE Ott, COUNTY AND NE ENOHEER PRIOR TO NE
J. ME FMLOWHG F.O.O.i. COHSRWCTW OENES ME HERBY INCORPORATED
ESE RA-HS BY RERREN GE:
NHCS REOUIREO SHALL BE NECHWICAL JOINT DUCTILE IRON COMFOHNIHC
RON C
N AM AZI.M/CIIO, 250 PSI NININUN PRESSURE RATING. OR WCTLE
® PROPOSED NITAW w0 SECTION (FOES)
MM e
CHANGE BEING NAE IN THE RRD.
14. UPON FROTH NE LWRPACIOR THAT THE WSNULWH 5 WNPLEE
INDEX H0. DESwIPWH
IRON COMPACT FlNXG$ NUR (l� THROUGH FAR-WE (12) INCHES IN
PROPOSED SARI NMH0LE
W
0 R -. FOR , THE ENGINEER ALL SH NAME RNk IHSPEUIW
102 SILT FENCES
OR EAJSAN CONTROL
MOM MCE ON ANSI/ANNA AZIS3 /CIS3. JgXS NR DUCTLE IRON PRE
SHIALL BE RUSH -0H OR NECHMICEL COHPoRNIHG i0 ANSI /ANNA
PROPOSED S.-
0
AND XO11R NE CONNM,iOt AND OWNER OF AL INCOMPLETE AND/OR
DEFECTV AWN. E WHNKIOM S- WREU XL SUCH ITEMS i0 NE
SATI4KTON OF NE wGIRER OlIO OWNED NL RGUUNR AND GADDER-
TA- AGE ES MICH REQUIRE FlHK INSPECTIONS SHALL HALE BEEN COMTAGRO
2,12 DINS POTION INLES -ttPE Y AND ° C
]W CURT k CU R8 AND GUTTER
ENXC - V C ATO CONTROL ENT AND GRAHG
,BINS
MI.11/CI II. ABOVE GROUND JG ITS SHALL BE RA-HGM WN S CAMAN
PRATED SO LS, HUTS AND WAHERS. FlMK£D JOINTS SHALL COHFORN i0 ANSI
STANDARD 8 16.1- 125 WHERE
WHE DUCTILE IRON PIPE AND FlTS N ME N
Ri0PO5E0 PAEAwi AREA
�
Q� _
BY THE CONTRACTOR AND HAE INSPECTED AND ARPROED NE PRDhU PRIOR
KCENANCE 8T' NE ONNw.
TM
BOB
l RPE LBW HS SHOWN RwRSENT SCALED CIA w9WS -- ---
OF ORNHKE STRICTURES AND PROM INVERTS OF HEIAWNLS AND
.
PIPE NE CTHG SHALL BE A
BE BEWV GROUND OR INSTALLED Ix A CAM G
NNINUN 1.0 NIL NICK IN KCOFBMLE ON ANSI /ATOM A21.51/0151. WHERE
17. COHNKfOR SHNL RIME XL HQE55MY PRECAITOHS i0 COIHRROL COST.
E
AND EROSION DURING WXSANICIIOM AND SHAL PROTECT ALL ACJAGEND
HNES
TAED LAD SECIIMS. BODES SHALL AJUST FOR PIPE LENG
w 81CIA MITRED LAD SECNWS.
Pm U IRON PIPE AND FIRRNG$ ARE N BE INSTALLED ROVE GROUND, PRE
GS AND SALVES SHALL BE THOROWHLY CL EM D AND GNETH BE FlBD
RORRTES AND RIOTS -OF -WAY FRON UNA£ BY EROSION, SEDINEHTATOH
5. GILL STORK WREN ORNHAE PIPES SHILL 8E R]NFGGW CONCRETE
CWT (YININUN 1.5 AILS DRY THICKNESS) OF ROSE INHIBNK PRINEK. ILL
OR OTHER Polwrv1 CWSNUCIIOH RELATED CAUSES.
16. NE CONTRACTOR 9HAL THE CAE DURING NE COMSNIICTIOH N -
R (ASK C -7B, O-ASS II).
OUCNLE IRON PIPE AND FlRTNGS SHALL HARE M IHTWOR PROSUNE UHIHG
OF CENwT -MORTAR ON A SEA- GOAT OF APHALTC MATRNL IN ACCOROMM
06 RBIHG MY ENSTHG SUREY MMUMwTS. MY NONARIENT MMIM D
E CONTRACTOR 9HAL BE RESET Ai NE COXFRICTOR5 EWENSE BY
ON ANSI /ATOM MI l /CIOI. NE PPE SHILL BE PoLENriwE OGA5E0 (8
M
17. NL MENTS ON THESE PI-MS 9NAL BE CWSNUCEW IN
GONSTR([GTI� NOM T � �.'dT TATI(�
NU WERE SHOWN ON NE BRANDS. IN AxAROMHCE NTH ANSI/-
MI.51 /CI05.
WESTMNL CO FORNMRE ON IHFORNATOM SHOWN ON THESE PANS. MY
w09OM/1EDIMEN R CONTROL
THE COHNA-TCA 5 N PROER wN9OM CWTRIL/SEDINwiAWx BARRIER
9. POLYETHYLENE PIPE: RGUR (l) INCITES THROUGH T£LE (I2) ACMES SHALL
BE ANNA SZ CW06, IATESf EGROH. THE POLYETHYLPOLYETHYLENE RPE SHALL HAE
ON CTS WHICH RESULT IN CHANGES TO THE RAMS 9HNL BE BROUGHT TO
THE ATTENTION OF THE ENGHQR PROR N FlBD CHMCIS. NIHOR ANUST- (SYHNETC -) TO PREENT SURADOH OF A NININUN YARNING PRESSURE RATING OF 160 PSI AND SHALL UNE A
M
PROPERTY. STS AND C SNRI Y �. IN RINwSEN RATION (OR) OF 11. PIPE SHNL ED M THE SAME 00 OULTLE IRON
w5 CAUSED BY VMNHG HELD CONDITIONS, IHGLUMG CHANGES AND KENT WWPw RE
AND NAY NICE ON NE NPROVA. NE W OTHER WITALE AREMAL
BE OF RIMS SWPI.ES BE OF
ENGINEER IF IT 5 DEERINED MAT NE BASIC DOM IMREM IS MET.
ON GROUND Ix AREAS WHERE MZORNH SEATO NAFlC IS N EHTA MD
IRE. POLYETHYLNE PIPE SHILL HAE MSM BONDED -M. FlNHGS USED
ON POLYETHYLENE PIPE SHAL ED FUSION FIRTIXGS IN KCORDMGE ON ANNA
18. ALL IDOL, AND STATE AND MCI ORMAICES, POLICIES AND OR OTHER
RGUURIOAS REGARDING TEMPNRMY BNRPAAES. UGHTS, SONkS. SIGNAL
ENT THE S. IF E OPIHIW OF THE ENGINEER AND /W IDCAL -ON-
ENGESSIE OUMRIES OF EARN ME M OR SITE BTHER BY NATURAL
STANOMW C90N
10. SwNCE PIPES: ALL SwNCE UNES SHNL ED I' -I/2' W 2' B.UE,
-CE /2' OR f BL
AN
EN., 9HNL B: THE RESPWSIBIUN OF THE CON NKTW. SME AND
COHENIwi NEARS OF ACOE55 AND EGRESS TO ALL PARR OF THE PROJECT
GAHAE OR BY EHIWUA M-. E CO-FOR 5 N RENEE AND CLEAR
SAD EIATH N THE SATISFACTION 7 THE ENGINEER AND/OR WTHpNITES.
ORE. POLYETHNEHE N CWFONNIHG TO IN MM
0901, RIWB. IHVCEA SANLE PIPE SHALL BE MCP, qP OR PoLYEM1HN.EHE
SN L ED NANDAPIED BY NE GgORACNR.
CO SEQUENCE N MINIMIZE EROSION AND SIDIMENTATIOX AT STORY
PIPE
II VALVA:
1. CWTNCIOR M INSTAL SILT FENCES A SRONH AND A REQUIRED.
2 CONNAOOR N CONSTRUCT POD AND CWRWHG ORXHAE NU RAALS AT
' ALES 2l' AND SMILLEA 9HNL ED RESUEHT WAGE GTE VIES.
' ALES WAGER THAN 2l' 9HML BE BUTETRNY LAMES, UNLESS ORHERMSE
Q Q
In
AL STAGES OF CONSTRUCTER.
J. NL GRAM -ATIONS SHALL BE RAFORNED AMBLIT .BAY OR PAUSE
(WHTHUOIS OPERATION) UNTIL PROPoSW GRAES AAE NEE. NL EXPOSED
SRGFlEO.
12. AL UROB.W W IM BOLTED JOINT ACCESSORIES 5HA1- BE GEMMED AND
THOROUGHLY =MO NTH ASINALi OR .THEN WRWSIOX- RETARDING
~O
OONSTRUCTION NOTES SMIRARY SEVER STSIEY:
FNTH SHILL BE SEWED AM I.A.M. N OR SONEO SOON AFTER MI ING
MNTA'AL AFTER INSRA -ATOx IN KCORDMCE ON SECTION 5- 14.4.52.
CONSTRUC M NOTES ORANAGE WRING CONSMIC":
I. AL SEVER COLLECWX SYSTEM R„LARER IlEl15 SHAL BE COMSNUCRER
IN -ROM ON ON OF W SPRINGS REGUIRwEHTS, THE NOWG
owARMwf B wNROHNwRAL NECTAR REWIRwwS.
5 W..P-
], 1995 WITCO.
13. AL OMM L ARLES TNT NIGHT INTERFERE U U NE OPwATMH OF T£
AND/OR ALL YMRAF DEIECWH DwCES SHALL SHE ROHINRW
I THE CONTRACTOR OR SHALL INSPECT ALL EROSOH AND BEGNwT ON BL
� SYSTEMS FOR WHFORNMCE WITH THE SITE WHSTRIMWS RIMS MO
Z. UHSUAALE NATWAL IN THE ME C O OF TCR SH SwEA UNE E
FOUHO WWHG COHSWUCTW, E COHTNCNR SHALL NOTIFY THE
IINYLN WATER ff%6f WIN
� yyER
IN PCO R
A KCOGNCE WITH MNA 72.
Id. NIIAOE HNRANS MUSE BE PANTED IN AWRDANCE THIN XNA Z91. FLOW
0 COLOR KILL BE &SEA ON KNAL FIAV TEST NTHES9:0 BY NE FlRE
EN CHANGES. BARS AND SLOPES OF RVENTOH PONS SHOAL ALSO
THE CHEMED AREA RAINFALL EVENTS FOR EROSION PROBLES.
2. E CGOMGNR SHALL REFGR ALL E AND SEGMENT CONTROL
ENGINEER NA W 9PECf THE COHTNCRIW N RwWE THE UNSUITAB
MTAAL AND PREPARE NE FRENCH AND INSTAL TIE SEVER UNE$ IN
KCWa- AN AN D -2321.
I YINNUN EATUI AND HORIZOMRAL SEPMAWH BEREGN POTABLE MEN AND
SANITARY SEVER NNS N WARY NN RULES fit- 60l.l0G(z)(9) -(O, FA.C.
IHSPQNR. [(ARTY RE WOE, CHARTED 26 SECWH 24.27(f)(8)] (I)(6)�
THE UHOE
I5. RFOUND NNx STMYHG AT THE RUBUC YAER UTUN POINT NF
CONHEMON HA RFH CESXNE. TO HFPA 2l. IHSRALIAWH MD TESTING
MIENS AS ROUIRD FOR COMTINJEL NHCTW. R -GRME IF ROUIRD,
R MANTNH COCA COHFlGURATOM. IOM SW MD SILT PLACES A
EDUIRED N PREVENT SILTATION FROTH EXITING THE STS.
Z
3
J. Am SERER NNHS SHALL HAE A NNINUN OF 3 FRET OF CARER OWA
E PPE N FlH5H GARDE.
MD 52 -N6N0 (J), PAC., A NOTED @LOW.
2 H W OR RLOGTED, URGERGROUND MEN NNS 5HAL BE TAO N PROODE
M UST B IN ACCORDANCE WIN FORA 2l.
fi. pPMG WHSTAUMW, WHEN WNBUSTIBLES ME BROUGHT ONTO NE SIR IN
J. WON RTBNW AREA R'WIAEY N NNNNA WED AND MEAGROWTH
CONTROL.
� �
4. M CAV WSR EA NXS SHAL ED NR M. A COJI, ASN .1-.
5. AL VASTEVAIEA FORCE ARAM 91AL ED OR Z1, GLASS 900 PlG PRESSURE
RORIZOHTAL 05EANCE OF AT LFASi SIX FEET, MO PRERAALY TO FEET.
GENE N THE OUT90E OF NE WATER MIN AND THE OUTSIDE OF MY ENSUING W
SUCH OUMTTES A OEENED H -DOUS, ACCESS ROADS AND A SUITABLE
TEM PORARY WR'LY OF MEN ACOENALE N THE FlRE OWMMwi SHALL 8E
ISPQf RETENTION AREAS PEWOpCALLY NR KCUNULAWH OF ORRIS
AND TRAS H. PROPERLY DISPOSE OF AL DEERS AND MASH IN RETENTION
I N
LUGS SRO,
6. CON-FOR N SUGAR SHOP GRAAHGS N ENGINEER PRIOR TO COMMENCING
PROPOSED GREY -ON PRESSURE- SANITARY SEVER, W S ETATER FORE NNx, OR
PRUNE COHETNG RQIIVNED MEN NOT KEGUTATED UNDER PART III OF CHAPTER 62 -610.
�
1 HOE.. L..FPA 1. M -2,3]
7 WHERE UMEROROUHD NAPA NNS AND HARMS ME N BE PRONGED,
NEAS AND CONVEYANCE SHALES.
5. ISPQf RETENTION Mw BOTTOMS FOR DEPOSITS W SAND MD/OR SILT
^
COMSMUCTIOH
7. NE DRAWN SMAARY SERA LINES WALL BE WOW TAPER PRIOR N CENTFlCAWX
N
M THE TAPE ARE ME FIRMED TD THE
S A.G. THE NININUN H - BE R E SEFIPA E MET WERE SANTA YN O AND GRNTY -rvPE
9:VEM SHALL BE REDUCED N THREE FEET WIFE NE GOTTEN OF
� THEY SPELL BE ISRLLED, COMPIFED, AND IN SFrRE PRIOR N
1
CONSNUCWM VOIM rrXFPA I. 29 Z 3 Z7
6 AND REMrnE
PE COIATW PER FORIANCE SHALL BE EYAUAT. YSAEY FOR EACH DRY
OF CITY
OF E UXES MEP. COPIES OF N BE
D INES EPAR R.
TH SAHITARY
E MER NNx 5 IAA AT LEAS SIX INCHES AOE THE NP OF NE SERER.
NEW OR RWLARED, UHDwOWUNO ABTA YNHS CROSSING MY EXSTHG OR
18. UXDERGRWN) MAX CWQ 1ST IPPLY NR A FI PERMIT NR NE
SRALIAWH OF NNHS AND HYDRANTS PRIOR N AN IHSN1ATOx.
TITIAN AEA. E REETTOM AREAS - PERCOLATE STORED WATER
W M NO PS OF NE END OF THE DESIGN RWNFAL R T. BOTTOM
PROPOSED GREY OR WCUUM -RPE SANITARY SERA SHALL BE TAO S7 THE
OURS. OF THE MIEN MIN IS AT LEAST SIX INBTES, AND PRERRALY 12 INCHES ,
[FFPC/HFPA 1: 1-16 11]
N TEHMHCE SHALL BE PEIVINEL BY DRC61NG NE ROLLONNC
PROCEWRE:
ATE OR AT IFAST 12 INCHES BBAV THE OUTSIDE OF THE OTHER PIPEUHE. 19. THE R6VNE UNDERGROUND SARA MGRS SHALL BE INSTALLED BY A UCwSED A. R]1ME l TO 6 IN ES OF RETENTION MEA BATON NMOk AND
ROR4ER, Ii 5 PRBERAVE N IAY THE YAER NNx AOE THE OTHER RPELNE. FIRE CONFR CNR CUBS L II, OR V. CO RD MBMATON NAM (SHARED DOMESTIC SCMFY EXCAVATED BATON
3. AT NE UTUN CROSSINGS DESCRIED DOE. ONE TOLL LENGTH OF Ww T MAN AND FlRE SURESSIGN SE E) UP N NE DEDICATED FlRE SUPRES90H B. TRACE E- .-Lk THIN G.FAM 5M. NATRNL N
PIPE SHILL BE CENTEED A- OR BELOW NE ONw PPFLNE 50 NE YAER
NH JOINS WILL BE AS FAR AS POSSIBLE FRON THE OT ER RPBUHE. ALTAHMVELY,
AT SUCH G OSSHGS, THE PIPES 9HNL ED ARRANGED 50 THAT NL MIEN VAN
JOINS ME AT LwSR THREE RE FRGN ILL JOINTS IN VKUW -TYPE SMRMY
SYSTlI MINT OF CONNECT OA GM B IMRILLED BY A !LICENSED UNDENCNAMID
EXCAVAIOH OR SIR UTUN CONTRACTOR. [ICON DA STATURES 6]].021 0 63]. -]
DESIGN CRC AND SEED AND MULCH PER OVGIMAL DESIGN.
SEVER. OR PIPEUHES CONVEYING RCIIANED WATER REWIATD UNDER PARE III
OF MAPPER 62-610, RAC., AND AT LEAST SIX FEET' FROM ALL JOINTS IN'RAMRY-
Y SBS. WASTEWTA FORCE NAM, OR PARUHES
GR RE59JR -TYPE SMITM LA
CONVENING MANED SANTA HOT RT]JIATED UNDER PMT III 7 CHAPTER 62 -610, F,AL.
-1- 2
d PLAT OF
SURVEY
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NOTES
F US .. NU LEI 11ATEXT ON SYSTEMS
PASS MEEER AND
1, THE CHECK VALVE A55EMBLY. VALLSES AN D
MATERIALS AND FINISHED _ TWO COATS OP E`..'TERIOREDNAMEL ( A .LD
� APPROPRIATE
TTT POS TO AT Lo, PE—AL AND 11 NSTALLATA N
5, ASSEMBLI TO BE PAINTED PLACP
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GENERAL NOTES
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Date: April 26, 2010
The attached was referenced by Mr. John Baker
during Regular Agenda Item "600" at the April
26, 2010 City Commission Regular Meeting.
•
AMERICAN CIVIL ENGINEERING CO.
207 NORTH MOSS ROAD, SUITE 211 • WINTER SPRINGS, FLORIDA 32708
Telephone: (407) 327 -7700 • Fax: (407) 327 -0227
April 21, 2010
John C. Baker, AICP
City of Winter Springs
1126 East S.R. 434
Winter Springs, FL 32708
Re: STARLIGHT BAPTIST CHURCH — WINTER SPRINGS, FLORIDA
BASKETBALL COURT ENCLOSURE
NW CORNER OF HAYES ROAD & BAHAMA ROAD
REVISED SITE PLAN REVIEW
Dear Mr. Baker:
Find enclosed the following items in response to our phone conversation today regarding
the Revised Site Plan Review for the above mentioned project for your continuing review
and approval:
Twenty One (21) signed and sealed copies of the revised Landscape Plans
One (1) 11" x 17" copy of the plans
One (1) CD containing a PDF of the landscape plans
The following changes were made to the previously submitted plans:
Landscape Plan
1. The plan was revised to delete the reference of the stabilized bus parking area in the
northwest corner.
If there are any questions or comments regarding this response, please do not hesitate in
contacting us.
Sincerely,
American Civil Engineering Company
Thomas H. Skelton, P.E.
Vice President
Cc: Dr. Glenn C. Riggs; Starlight Baptist Church
Greg Roebuck; Aagaard- Juergensen, Inc.
N 89'06'37" E 375.00' PLAT ,5* *5
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BOTANICAL NAME
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SPACING
TYPE
150
;
Annuals in season
Begonia or Petunia
_j
30" O.C.
y
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20
M
Pine bark mulch
Pine bark mulch
cubic yards 3" deep min. see specs
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MULCH
12
*
8
O V
Ouercus Jrginiana
Like Oak
25 gal. 10' -12' x 4', 2" Cal., 4' C.T
as shown
TREE -LARGE
8
mo
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Red Cedar
�
a, shown
TREE- MEDIUM
4'50" W '
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8
m
Sabal palmetto
�S�
20' O.A. 12' ct cal. 12"
a, shown
TREE- MEDIUM
8
7 B ROAD
4
S G
Liquidambar styraciflua
ism
A
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v RC G
s shown
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tree;.
native
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KEV
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
TYPE
150
A
Annuals in season
Begonia or Petunia
4" pot 8" x 8"
30" O.C.
SHRUB - MEDIUM
20
M
Pine bark mulch
Pine bark mulch
cubic yards 3" deep min. see specs
In beds
MULCH
12
*
8
O V
Ouercus Jrginiana
Like Oak
25 gal. 10' -12' x 4', 2" Cal., 4' C.T
as shown
TREE -LARGE
8
4
R C
Jump — NN iniana
Red Cedar
45 gal. 10' -12' x 4', 2" Cal., 4' C.T
a, shown
TREE- MEDIUM
72
*
8
S P
Sabal palmetto
Sabal Palm
20' O.A. 12' ct cal. 12"
a, shown
TREE- MEDIUM
8
4
S G
Liquidambar styraciflua
Sweetgun
25 gal. 10' -12' x 4', 2" Cal., 4' C.T.
s shown
TREE -LARGE
96300
SOD
Paspalum notatum'Argentinn'
Bahia gross sod
see specs
as shown
SOD
*
153
W V
Vibumum .b—tum
water's dbumun
7 gal. - 30" x 18 " -24" sun grown
30" O.C.
SHRUB -TALL
100
EXISTING
TREE CH
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NOTES:
1. ALL EXOTIC AND INVASIVE SPECIES
TO BE REMOVED.
2. SIGHT DISTANCE IS 225' FOR 25 MPH
SPEED LIMIT ON ROAD.
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PART 1 - GENERAL
1.01 WORK DESCRIPTION
A. THE WORK IN THIS SECTION CONSISTS OF FURNISHING, PLANTING, WATERING, FERTILIZING,
MAINTAINING AND MULCHING ALL PLANTS AND LAWN AREA OF SPECIES, SIZE AND QUANTITY
AS INDICATED ON THE LANDSCAPE ARCHITECTURE DRAWINGS OR AS DIRECTED BY THE
LANDSCAPE ARCHITECT.
1.02 DELIVERY STORAGE AND HANDLING
A. PLANT TRANSPORTATION, STORAGE AND HANDLING SHALL COMPLY WITH ALL FEDERAL AND
AND STATE REGULATIONS. STORAGE OF ANY MATERIAL ON SITE SHALL BE COORDINATED
WITH THE OWNER.
1.03 GUARANTEE
A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTING WORK FOR A PERIOD OF
12 MONTHS AND ALL SOD FOR 6 MONTHS AFTER THE DATE OF PROVISIONAL ACCEPTANCE.
DURING THIS PERIOD THE LANDSCAPE CONTRACTOR SHALL CONTINUE THE OBSERVATION
OF PLANTS AND GUARANTEED WORK. THE CONTRACTOR SHALL SUBMIT MONTHLY
OBSERVATION REPORTS TO THE OWNER WITH A COPY TO THE LANDSCAPE ARCHITECT
DURING THE GUARANTEE PERIOD. THE PURPOSE OF THESE REPORTS IS TO STATE ANY
MAINTENANCE DEFICIENCIES OBSERVED, IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY
TO REPORT THESE TO PROTECT HIS GUARANTEE. FAILURE TO SUBMIT REPORTS ELIMINATES
ANY CLAIMS THAT THE GUARANTEE IS NOT VALID DUE TO IMPROPER MAINTENANCE BY
THE OWNER.
8, REPLACEMENT OF DEFLECTED PLANTS: ANY DEAD PLANTS, PLANTS SHOWING INDICATIONS
OF LACK OF HEALTH AND VIGOR, OR PLANTS WHICH DO NOT EXHIBIT THE CHARACTERISTICS
TO MEET SPECIFICATIONS SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR WITHIN
TWO WEEKS OF WRITTEN NOTICE FROM THE OWNER OR LANDSCAPE ARCHITECT. THE
REPLACEMENT PLANTS SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST
TO THE OWNER AND SHALL BE GUARANTEED FOR TWELVE (12) MONTHS FROM THE DATE OF
INSTALLATION. ALL REPLACEMENTS SHALL MEET ORIGINAL SPECIFICATIONS.
C. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT
IN WRITING, TEN DAYS PRIOR TO THE END OF THE GUARANTEE PERIOD. THE GUARANTEE
SHALL BE EXTENDED UNTIL SUCH WRITTEN NOTIFICATION IS RECEIVED.
1.04 JOB CONDITIONS
A. PROTECTION: THE LANDSCAPE CONTRACTOR SHALL PROTECT ALL MATERIALS AND WORK
AGAINST INJURY FROM ANY CAUSES. LANDSCAPE CONTRACTOR SHALL PROVIDE AND
MAINTAIN ANY NECESSARY SAFEGUARDS FOR THE PROTECTION OF THE PUBLIC. HE
SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY
WHICH MAY OCCUR AS A RESULT OF HIS EXECUTION OF HIS WORK,
B. EXISTING CONDITIONS:
1. THE LANDSCAPE CONTRACTOR SHALL EXERCISE CARE IN DIGGING AND OTHER WORK
SO AS NOT TO DAMAGE EXISTING WORK INCLUDING OVERHEAD OR UNDERGROUND
PIPES, CABLES AND UTILITY LINES OF ANY KIND. SHOULD THE OVERHEAD OR
UNDERGROUND OBSTRUCTIONS INTERFERE WITH PLANTING, THE LANDSCAPE
ARCHITECT SHALL BE CONSULTED AND WILL ADJUST THE LOCATION OF PLANTS
TO CLEAR SUCH OBSTRUCTIONS. THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK.
2, SHOULD ANY OBJECTIONABLE MATERIALS SUCH AS OLD CONCRETE, BRICKS OR
OTHER DEBRIS BE ENCOUNTERED DURING PLANTING OPERATIONS, THEY SHALL BE
REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR.
1.05 QUALITY CONTROL
A. THE LANDSCAPE ARCHITECT SHALL HAVE THE RIGHT AT ANY STAGE OF THE OPERATIONS TO
REJECT ANY AND ALL WORK AND MATERIALS WHICH IN HER OPINION DOES NOT MEET
WITH THE REQUIREMENTS OF THESE SPECIFICATIONS.
B. ALL PLANTING SHALL BE PERFORMED BY THE PERSONNEL FAMILIAR WITH PLANTING PROCEDURES
AND UNDER THE SUPERVISION OF A, QUALIFIED PLANTING FOREMAN. ANYTHING PLANTED TOO
HIGH OR TOO LOW OR WITHOUT FERTILIZER OR WATER RINGS SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
C. ALL WORK SHALL COMPLY WITH APPLICABLE CODE AND REGULATIONS.
D. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE OTHER TRADES TO
PREVENT CONFLICTS.
1.06 QUANTITIES
A. IN THE EVENT OF A DIFFERENCE BETWEEN QUANTITIES LISTED IN THE PLANT LIST AND THOSE
SHOWN ON THE PLANS, THE PLANS SHALL CONTROL THE QUANTITIES. THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO
ISSUANCE OF CONTRACT.
PART 2 ,, w PRODUCTS A
M
2 .01 ATT_RIALS
A. GENERAL:
1. NOMENCLATURE: ALL TREES, SHRUBS AND PLANTS SHALL BE TRUE TO NAME AS
ESTABLISHED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE
PUBLICATION: "STANDARD PLANT NAMES." THE DESIGNATED AUTHORITY FOR THE
IDENTIFICATION OF ALL MATERIAL SHALL BE THE TWO PUBLICATIONS OF L.H. HORTUS III
AND MANUAL OF CULTIVATED PLANTS AND ALL SPECIMENS SHALL BE TRUE TO TYPE, NAME ETC.
2. GRADE STANDARDS AND QUALITY: ALL PLANTS SHALL BE NURSERY GROWN AND SHALL
COMPLY WITH ALL REQUIRED INSPECTION GRADING, STANDARDS AND PLANT REGULATIONS
AS SET FORTH IN THE FLORIDA DEPARTMENT OF AGRICULTURE, "GRADES AND STANDARDS
FOR NURSERY PLANTS ", PART 1 AND 2 (INCLUDING REVISIONS).
A. THE MINIMUM GRADE FOR ALL TREES AND SHRUBS SHALL BE FLORIDA NO. 1
UNLESS OTHERWISE INDICATED AND ALL PLANTS SHALL BE HEALTHY,
VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED (WHEN IN LEAF). THEY
SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE
OF DISEASE, INSECT PESTS, EGGS, OR LARVAE AND THEIR EFFECTS.
3. MEASUREMENTS: AFTER PRUNING AND SHAPING, THE MINIMUM ACCEPTABLE SIZE
OF ALL PLANTS MEASURED WITH BRANCHES IN NORMAL POSITIONS SHALL CONFORM
TO THE SPECIFIED SIZES AS SHOWN ON THE PLANS. SIZES SPECIFIED ARE MINIMUM
STANDARDS. PLANTS SHALL EQUAL TO OR LARGER THAN ALL CATEGORIES (HEIGHT,
SPREAD, CALIPER) OF SIZE SPECIFICATIONS. DEVIATIONS FROM THESE
MEASUREMENTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. CALIPER OF
TREE TRUNKS SHALL BE MEASURED 12" ABOVE THE ROOT BALL.,DBH 4 FEET ABOVE.
4, PLANT PROTECTION: PLANTS SHALL BE PROTECTED UPON ARRIVAL AT THE SITE
BY BEING THOROUGHLY WATERED, KEPT MOIST AND PROPERLY MAINTAINED UNTIL PLANTED,
B. PLANT MATERIALS: PLANTS FOR LANDSCAPING SHALL BE CLASSIFIED UNDER THE FOLLOWING
DESIGNATIONS, WITH REFERENCE TO METHOD OF CULTIVATION, ROOT SYSTEM STATUS, ETC.
1: BALLED AND BURLAPPED: PLANTS SO CLASSIFIED SHALL BE DUG WITH FIRM NATURAL
ROOT BALLS OF EARTH, OF SUFFICIENT DIAMETER AND DEPTH TO INCLUDE MOST OF THE
FIBROUS ROOTS. THE ROOT BALL OF THESE PLANTS SHALL BE PROPERLY WRAPPED WITH
BURLAP SACK
MATERIAL AND REMAIN PROTECTED 0 ECTED AND WET UNTIL THEY ARE PLANTED. THE
PLANT SHALL BE HANDLED ONLY BY THE EARTHBALL AND NOT BY THE PLANT ITSELF, ALL
BALLED AND BURLAPPED PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY
SHALL BE HEALED IN THE GROUND AND SHALL BE WELL PROTECTED WITH SOIL, WET MOSS OR
OTHER ACCEPTABLE E BLE MATERIAL. THE PLANT SHALL BE SET WITH THE BURLAP COVER INTACT
WITH THE BURLAP SHOWING, UNTIL INSPECTION. AT FINAL INSPECTION THE BURLAP WILL BE
CUT AWAY TO GROUND LEVEL, FAILURE TO CUT AWAY OR LAY BACK BURLAP AFTER PLANTING
MAY CONSTITUTE REJECTION OF PLANT MATERIAL.
2. CONTAINER GROWN PLANTS:
A. CONTAINER GROWN PLANTS CANTS SHALL HAVE BEEN GROWN IN A CONTAINER LARGE
ENOUGH AND FOR SUFFICIENT TIME TO ENABLE THE ROOT SYSTEM TO HAVE
DEVELOPED ENOUGH TO HOLD THE SOIL TOGETHER FIRM AND 'WHOLE. NO PLANTS
SHALL BE LOOSE IN THE CONTAINER. PLANTS WHICH HAVE BECOME POT BOUND
OR FOR WHICH THE TOP SYSTEM IS TOO LARGE FOR THE SIZE OF THE CONTAINER
WILL NOT BE ACCEPTABLE.
B. ALL CONTAINERS SHALL BE CUT AND OPENED FULLY, IN A MANNER THAT WILL
NOT DAMAGE THE ROOT SYSTEM, CONTAINER GROWN PLANTS SHALL NOT BE
REMOVED FROM THE CONTAINER UNTIL IMMEDIATELY BEFORE PLANTING.
3. BARE ROOT PLANTS: NO BARE ROOT PLANTS SHALL BE USED.
C. PLANTING MATERIALS:
1. TOP SOIL /BACK FILL:
A. TOPSOIL SHALL BE FRIABLE LOAM TYPICAL OF LOCAL CULTIVATED TOPSOIL,
CONTAINING AT LEAST 109 DECAYED ORGANIC MATTER (HUMUS). IT SHALL BE
TAKEN FROM A WELL DRAINED SITE. IT SHALL BE REASONABLY FREE OF
WEEDS, SUB SOILS, STONES, CLODS, STICKS, ROOTS AND OTHER OBJECTIONABLE
EXTRANEOUS MATTER OR DEBRIS. IT SHALL NOT CONTAIN TOXIC MATERIALS
AND SHALL HAVE AN ACIDITY RANGE OF PH 5.0 -7.0. TOP SOIL FROM NUT
GRASS OR TRTOPEDO GRASS INFESTED AREAS WILL NOT BE ACCEPTABLE.
B. ANY NECESSARY SOIL TESTING SHALL BE THE LANDSCAPE CONTRACTORS
RESPONSIBILITY. ALL PLANTING BEDS SHALL BE TESTED AND AMENDED
AND AMENDED FOR PERCOLATION PRIOR TO PLANT INSTALLATION
C. SOIL PREPARATION: PRIOR TO PLACING MIX AND BACK FILL OR COMMENCING
WITH PLANTING, ANY OR ALL AREAS THAT HAVE BEEN PREVIOUSLY COMPACTED
FOR PARKING LOTS SHALL BE EXCAVATED AND OTHER AREAS ARE TO BE ROTOTILLED
AND TREATED WITH PRE - EMERGENT HERBICIDE.
2. FERTILIZER: FERTILIZER SHALL BE A COMPLETE FERTILIZER OF WHICH 50% OF THE
THE ELEMENTS SHALL BE DERIVED FROM ORGANIC SOURCES. OSMOCOTE SLOW RELEASE
9 MONTH FORMULA OR EQUAL SHALL BE PLACED ACCORDING TO DIRECTIONS ABOVE
EACH PLANT. IT SHALL CONTAIN THE FOLLOWING MINIMUM PERCENTAGES BY WEIGHT:
A. NITROGEN N -18%
B. PHOSPHORUS P -6%
C. POTASSIUM K -12%
D. OTHER ANALYSIS AS MAY BE APPROVED BY THE LANDSCAPE ARCHITECT.
E. IN ADDITION THE RECOMMENDED MICRO NUTRIENTS MUST BE PRESENTING THE
GUARANTEED ANALYSIS
3. PLANTING MIXTURE: PLANTING MIXTURE SHALL CONSIST OF APPROXIMATELY FOUR
PARTS OF ACCEPTABLE NATURAL TOPSOIL AND ONE PART PULVERIZED PEAT OR
STERILIZED MANURE. ACCORDING TO DIRECTIONS COMMERCIAL FERTILIZER HAVING AN
ANALYSIS OF 18 6 12, SHALL BE ADDED TO THE BOTTOM OF EACH PLANTING HOLE.
A. AZALEA MIXTURE MUST BE USED FOR PLANTS WHICH PREFER LOW pH. THE
NUTRIENT PERCENTAGES -M I RACID 30 10 10. PLANTS WHICH PREFER LOW PH
ARE AZALEAS, BLUEBERRIES, CAMELLIAS, DOGWOOD, FERNS, FIR, GARDENIAS,
HAWTHORN, HOLLY, HYDRANGEA, JUNIPER, LAUREL, MAGNOLIA, OAKS, ORCHID,
PINE, RHODODENDRON AND PHOTINEAS.
B. ACCEPTABLE ARTIFICIALLY PREPARED PLANTING COMPOST MATERIAL APPROVED
BY THE LANDSCAPE ARCHITECT WILL BE PERMITTED, IN LIEU OF THE PULVERIZED
PEAT OR STERILIZED MANURE, IN THE PREPARED NATURAL TOPSOIL MIXTURE
FOR USE AS BACK FILL MATERIAL.
4. MULCH: WOOD MULCH SHALL BE SHREDDED CYPRESS, PINE BARK, PINE NEEDLES,
MELALEUCA MULCH, LAVA ROCK OR OTHER, FREE OF WEEDS, OR OTHER DEBRIS.
ALL ROCK AREAS SHALL HAVE FILTER FABRIC BENEATH
5. WATER: SUITABLE WATER AND WATERING EQUIPMENT FOR THE IRRIGATION OF THE NEW
PLANTINGS DURING THE PROGRESS OF INSTALLATION AND THE GUARANTEE PERIOD SHALL
BE PROVIDED BY THE LANDSCAPE CONTRACTOR. ARRANGEMENTS MAY BE MADE WITH
THE OWNER, IF THE PERMANENT IRRIGATION SYSTEM HAS BEEN INSTALLED AND IS
OPERABLE.
PART 3 - EXECUTION
3.01 PREPARATION
A. UNDERGROUND OBSTRUCTIONS:
1. UPON REQUEST FROM THE LANDSCAPE CONTRACTOR, THE OWNER SHALL PROVIDE PLANS
SHOWING THE LOCATION OF UNDERGROUND UTILITIES AND /OR WILL ASSIST THE
LANDSCAPE CONTRACTOR IN SECURING UNDERGROUND LOCATIONS FROM THE OTHER
PUBLIC UTILITY COMPANIES, SUCH AS TELEPHONE, CABLE AND ELECTRICITY ETC.
2. IN THE EVENT THAT ROCK, UNDERGROUND CONSTRUCTION WORK, UTILITY LINES OR
OBSTRUCTIONS OUT OF THE ORDINARY ARE ENCOUNTERED IN ANY PLANT PIT
EXCAVATION, ALTERNATIVE LOCATIONS SHALL BE SELECTED BY THE LANDSCAPE
ARCHITECT. WHERE LOCATIONS CANNOT BE CHANGED AND THE OBSTRUCTION MAY BE
REMOVED THE OBSTRUCTION SHALL BE REMOVED TO A DEPTH OF 3' BELOW GRADE AND
NO LESS THAN 6" BELOW BOTTOM OF THE ROOT BALL WHEN PLANT IS PROPERLY
INSTALLED AT THE REQUIRED GRADE,
B. EXCAVATION OF PLANTING BEDS AND /OR PLANT HOLES;
1. WHERE EXCAVATION ENCOUNTERS MATERIALS WHICH ARE UNSUITABLE FOR PLANT GROWTH,
ALL OF THE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH PLANTING
MIXTURE.
2. WHERE EXCAVATION ENCOUNTERS MATERIALS WHICH ARE SUITABLE FOR PLANT GROWTH,
THE PLANT HOLE EXCAVATION SHALL BE CYLINDRICAL IN SHAPE, WITH THE SIDES
VERTICAL. PLANTS SHALL BE CENTERED IN THE HOLES WITH THE TRUNK VERTICAL,
(NOT NECESSARILY PERPENDICULAR TO GRADE), LOCATION AS SHOWN IN DETAIL.
FERTILIZER IS TO BE PLACED AT THE TOP OF EACH PLANT TO ENSURE DEEP ROOTING.
C. PROTECTION OF EXISTING TREES: THE CONTRACTOR SHALL PROTECT EXISTING TREES FROM
DAMAGE. WHERE DAMAGE DOES OCCUR, THE CONTRACTOR SHALL REMOVE DAMAGED TREE AND
REPLACE IT WITH THE APPROPRIATE KIND AND SIZE RECOMMENDED BY THE LANDSCAPE
ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER.
D. GRADES: IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO FINISH (FINE)
GRADE ALL LANDSCAPE AREAS ELIMINATING ALL SURFACE IRREGULARITIES, DEPRESSIONS, STICKS,
STONES AND OTHER DEBRIS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. AFTER THE
GRADE HAS BEEN ESTABLISHED AND COMPACTED TO THE REQUIRED DEPTH, NO SOD SHALL BE
LAID UNTIL THE GRADE HAS BEEN APPROVED.
3.02 PLANTING
A. SETTING OF PLANTS:
1. WHEN LOWERED INTO THE HOLE THE PLANT SHALL REST ON A PREPARED HOLE BOTTOM
SUCH THAT THE ROOTS ARE 1" ABOVE THE LEVEL OF THEIR
PREVIOUS GROWTH AND SO ORIENTED SUCH AS TO PRESENT THE BEST APPEARANCE.
THE CONTRACTOR, WHEN SETTING PLANTS IN HOLES, SHALL MAKE ALLOWANCES FOR
ANY GREATER ANTICIPATED SETTLING OF THE PLANTS.
2. THE BACK FILL SHALL BE MADE WITH PREPARED TOPSOIL AS SPECIFIED IN SECTION 3.1
AND SHALL BE FIRMLY PACKED AND WATERED IN, SO THAT NO AIR POCKETS REMAIN.
THE QUANTITY OF WATER APPLIED IMMEDIATELY UPON PLANTING SHALL BE SUFFICIENT
TO THOROUGHLY MOISTEN ALL OF THE BACK FILLED EARTH, PLANTS SHALL BE KEPT
IN A MOISTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLANTING.
B. STAKING AND GUYING: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL
PLANTS IN A PLUMB, UPRIGHT POSITION UNTIL THE END OF THE GUARANTEE PERIOD. STAKING
SHALL BE THE OPTION OF THE CONTRACTOR, ALTHOUGH ALL DAMAGED PLANTS RESULTING FROM
THE LACK OF PROPER STAKING AND GUYING SHALL BE REPLACED BY THE LANDSCAPE
CONTRACTOR AT NO EXPENSE TO THE OWNER, ALL TREE GUY WIRES SHALL BE FLAGGED WITH
WHITE PVC PIPE 2' LONG
C. PRUNING:
1. ALL BROKEN OR DAMAGED ROOTS SHALL BE CUT OFF SMOOTHLY AND THE TOPS OF ALL
TREES
SHALL BE PRUNED IN A MANNER COMPLYING WITH STANDARD HORTICULTURAL
PRACTICE. AT THE TIME PRUNING IS COMPLETED, ALL REMAINING WOOD SHALL BE ALIVE.
ALL CUT SURFACES OF ONE (1) INCH OR MORE IN DIAMETER, ABOVE THE GROUND,
SHALL BE TREATED WITH AN APPROVED COMMERCIAL TREE PAINT. FINE PRUNING FOR
TREE SHAPE AND APPEARANCE MUST BE DONE PRIOR TO FINAL ACCEPTANCE.
2. AT THE END OF THE GUARANTEE PERIOD AT LEAST 95% OF THE WOOD REMAINING SHALL
BE ALIVE.
D. MULCHING: WITH IN ONE WEEK AFTER PLANTING MULCH MATERIAL SHALL BE UNIFORMLY
APPLIED TO A MINIMUM LOOSE THICKNESS OF 3 INCHES OVER THE ENTIRE AREA OF THE
BACK FILLED HOLE OR BED. DO NOT LET MULCH CONTACT DIRECTLY THE CROWN OF THE STEMS
OR TRUNK. THE MULCH SHALL BE MAINTAINED CONTINUOUSLY IN PLACE UNTIL THE TIME OF
FINAL INSPECTION. MULCHING OF ANNUAL BEDS TO BE EXCHANGED MORE THAN TWO TIMES PER
YEAR SHALL NOT BE MULCHED BUT AMENDED WITH PEAT AND TREATED WITH A PRE -
EMERGENT HERBICIDE. ALL FREE STANDING TREES SHALL HAVE A 3' DIAMETER RING FREE OF SOD
E. WATERING: THE LANDSCAPE CONTRACTOR SHALL CONTINUE WATERING FOR AS LONG AS IS
NECESSARY TO PROPERLY ESTABLISH THE INEW PLANTINGS. CARE SHALL BE TAKEN TO
PREVENT STAINING OF NEW CONSTRUCTION AREAS, WHERE TEMPORARY WELL WATER IS USED.
F. PEST CONTROL: PRIOR TO FINAL ACCEPTANCE IN 12 MONTHS, ANY OCCURRENCE OF SCALES,
BORERS, FOLIAR FEEDERS, APHIDS, MITES, LEAF SPOT, DIEBACK, NEMATODES AND FUNGI, SHALL
BE TREATED IMMEDIATELY WITH APPROPRIATE PESTICIDE, OR FUNGICIDE, BY THE LANDSCAPE
CONTRACTOR.
G. FERTILIZER: ALL LAWNS SHALL RECEIVE FERTILIZER EVERY THREE MONTHS DURING THE
PLANTING AND GUARANTEE PERIOD WITH 50% ORGANIC 16 4 8. ALL PLANTS TO BE FERTILIZED
WITH OSMOCOTE 9 MONTH 18 6 12.
3.03 BERMING
A. FILL DIRT: FILL DIRT SHALL BE LOCALLY OBTAINED MATERIAL FROM NATURALLY DRAINED
SOURCES, FREE FROM STONES LARGER THAN 1 INCH DIAMETER AND OTHER MATERIALS
HARMFUL TO SUCCESSFUL DRAINAGE AND PLANT GROWTH. SOIL SHALL BE WELL MIXED. A
MAXIMUM OF 25% MUCK OR CLAY COMPOSITION WILL BE ACCEPTABLE, PROVIDED THE
LANDSCAPE CONTRACTOR CONDUCT A PERCOLATION TEST WHICH PROVES THAT 12" OF STANDING WATER
WILL DRAIN WITHIN A 10 HOUR PERIOD,
B. GRADING: GRADING AREAS INDICATEDSHALL HAVE UNIFORM LEVELS OR SLOPES WITH NO MORE THAN
3:1 MAXIMUM SLOPE. BERMS SHALL BE GENTLY ROLLING AND PARABOLIC.
C. REPAIR: GRADES WHICH ARE UNDER THE LANDSCAPE ARCHITECTS SCOPE, WHICH HAVE
SETTLED, ERODED, RUTTED OR ARE OTHERWISE DAMAGED WILL BE REPAIRED AND REESTABLISHED
BY THE LANDSCAPE CONTRACTOR.
3.04 SODDING
A. THE SOD SHALL BE OF FIRM TOUGH TEXTURE HAVING A COMPACT GROWTH OF GRASS WITH GOOD
ROOT DEVELOPMENT. IT SHALL CONTAIN NO BERMUDA GRASS, WEEDS OR ANY OTHER
OBJECTIONABLE VEGETATION. THE SOIL EMBEDDED IN THE SOD SHALL BE GOOD CLEAN EARTH
FREE FROM STONES AND DEBRIS. THE SOD SHALL BE FREE FROM FUNGUS, INSECTS, GRUBS AND
OTHER DISEASES. SOD AREAS ARE TO BE RAKED SMOOTH AND WATERED PRIOR TO SOD
INSTALLATION. ADJACENT TO SIDEWALKS AND CURBS TOP OF SOIL OF GRASS SHALL BE FLUSH
WITH TOP OF WALK, SO AS NOT TO INTERFER WITH GRADED DRAINAGE.
B. SOLID SOD SHALL BE LAID WITH TIGHTLY ABUTTING JOINTS AND TAMPERED OR ROLLED EVEN, NO
DEPRESSIONS OR LUMPS TO CAUSE SCALPING DURING MOWING.. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO CREATE A NEAT CLEAN EDGE OF SOD ADJACENT TO ALL PAVING AND SHRUB AREAS.
C. AFTER THE SOD IS LAID, A TOP DRESSING OF CLEAN SAND WILL BE EVENLY APPLIED TO THE
JOINTS WHICH NEED FILLING.
D, IN ORDER TO PREVENT SLIPPAGE, AND TO PREVENT WASH OUT OF STRAIGHT SEAMS, SOD WILL
BE PEGGED ON SLOPES AND PLACED IN A STAGGERED FASHION.
E. ALL SOD AREAS WILL BE TREATED WITH A FERTILIZER CONTAINING THE RATIO 16 4 8 WHICH
IS 50% ORGANIC WITH MICRO NUTRIENTS, AT A RATE OF 10 LB /1000 S.F. THIS SHALL BE DONE
ONCE AT THE BEGINNING AND AGAIN AT THE END OF THE 6 MONTH SOD GUARANTEE PERIOD.
3.05 FIELD QUALITY CONTROL
A. MAINTENANCE PRIOR TO FINAL ACCEPTANCE:
1. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL
CONTINUE UNTIL FINAL ACCEPTANCE AT THE END OF THE GUARANTEE PERIOD. PLANTS
SHALL BE WATERED, MULCHED, WEEDED, PRUNED, SPRAYED, FERTILIZED, CULTIVATED AND
OTHERWISE MAINTAINED AND PROTECTED FOR THE PERIOD OF TIME STATED ABOVE. SOD
SHALL BE MOWED ON A REGULAR BASIS, ONCE PER WEEK IN THE SUMMER (MAY -OCT)
AND ONCE A MONTH IN THE WINTER. A SEPARATE CONTRACT FOR THIS CAN BE LET BY
THE OWNER, BUT IT IS THE CONTRACTORS RESPONSIBILITY TO MAKE SURE THE
MATERIALS ARE PROPERLY MAINTAINED.
2. SETTLED PLANTS SHALL BE RESET TO PROPER GRADE POSITION. PLANTING SAUCERS
MUST BE CONTINUOUSLY MAINTAINED.
3. DEFECTIVE WORK SHALL BE CORRECTED AS SOON AS POSSIBLE AFTER IT BECOMES
APPARENT. UPON COMPLETION OF PLANTING THE LANDSCAPE CONTRACTOR SHALL
REMOVE FROM THE SITE EXCESS SOIL AND DEBRIS, AND REPAIR ANY DAMAGE TO
STRUCTURES, ETC. RESULTING FROM PLANTING OPERATIONS.
IN A MOISTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLANTING.
4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROTECTION AGAINST MECHANICAL
DAMAGE INCLUDING PROTECTION FROM VEHICLES, BY POSTING OF APPROVED WARNING
SIGNS AND /OR BARRICADES, AS MIGHT BE NECESSARY. HE SHALL REPAIR, RESTORE
OR REPLACE ANY PLANTS OR PLANTING AREAS WHICH MAY BECOME DAMAGED AS A
RESULT OF ANY NEGLIGENCE BY HIM IN COMPLYING WITH THESE REQUIREMENTS. AS A
SPECIFIC REQUIREMENT OF THESE CONDITIONS, THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR ASSURING THAT ALL PLANTS AT THE TIME OF FINAL INSPECTION
EXHIBIT THE CHARACTERISTICS AND QUALIFICATION REQUIRED FOR THE GRADE OF PLANT
AS ORIGINALLY SPECIFIED.
5. CONTRACTOR SHALL BE RESPONSIBLE /FOR ANY ADDITIONAL WATERING REQUIRED IF
IRRIGATION PROVES TO BE INADEQUATE FOR FRESHLY PLANTED MATERIAL.
6. EXCEPT AS OTHERWISE SPECIFIED THE LANDSCAPE CONTRACTOR'S WORK SHALL CONFORM
TO ACCEPTED STANDARD HORTICULTURAL PRACTICES.
B. PROVISIONAL ACCEPTANCE:
I. UPON COMPLETION OF ALL WORK INCLUDING MAINTENANCE, THE LANDSCAPE CONTRACTOR
SHALL ARRANGE FOR A PROVISIONAL INSPECTION, THE LANDSCAPE WORK MAY BE
REVIEWED FOR ACCEPTANCE IN PARTS, 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
GUARANTEE PERIOD. THIS DATE MUST BE SPECIFIED BY WRITTEN NOTIFICATION TO THE
LANDSCAPE ARCHITECT AND THE OWNER.
C. FINAL ACCEPTANCE INSPECTION:
1. AT THE END OF THE GUARANTEE PERIOD, INSPECTION OF PLANTS WILL BE MADE BY THE
LANDSCAPE ARCHITECT /OR OWNER. WRITTEN NOTICE IS TO BE SUBMITTED TO THE
LANDSCAPE ARCHITECT /OR OWNER BY THE CONTRACTOR AT LEAST TEN DAYS BEFORE
THE ANTICIPATED INSPECTION DATE.
2. ALL DEFECTS DISCOVERED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT
NO ADDITIONAL COST TO THE OWNER, WITH IN TWO WEEKS OF THIS INSPECTION OR THE
CONTINGENT FINAL ACCEPTANCE OF THE GUARANTEE INSPECTION SHALL BE VOID AND A
NEW FINAL GUARANTEE INSPECTION SCHEDULED.
3.06 ADJUSTMENT AND CLEANING
A. CLEANING UP THE SITE: UPON COMPLETION OF ANY PORTION OF THE LANDSCAPE PROJECT
TH LANDSCAPE
CONTRACTOR A OR MUST THOROUGHLY GLEAN UP THE PROJECT SITE. IN T
AD I I
D ON
TO REMOVING ALL EQUIPMENT, UNUSED MATERIALS, DELETERIOUS MATERIAL AND SURPLUS
MATERIAL, THE LANDSCAPE CONTRACTOR SHALL FINE GRADE ALL DISTURBED AREAS AND THE
AREAS ADJACENT TO THE NEW PLANTINGS TO PROVIDE A NEAT AND UNIFORM SITE,
SPECIFICALLY, THE SOD AREAS ADJACENT MUST BE AS REQUIRED. ALL DAMAGED OR ALTERED
EXISTING STRUCTURES, AS A RESULT OF THE LANDSCAPE WORK SHALL BE CORRECTED BEFORE
PROVISIONAL ACCEPTANCE IS GRANTED AND GUARANTEE PERIOD BEGINS.
B. ADDITIONAL PLANT MATERIAL: ADDITIONAL PLANT MATERIAL REQUIRED DUE TO A DISCREPANCY
IN THE PLANT LIST, THE PLANS OR CHANGES IN THE SITE SHALL BE PROVIDED AT THE SAME
RATE AS ORIGINALLY SPECIFIED IN THE BID. ANY DEVIATIONS FROM THE PLANS PROVIDED SHALL
REQUIRE A CHANGE ORDER SIGNED BY THE LANDSCAPE ARCHITECT, PRIOR TO THE WORK.
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3.07 TRANSPLANTING OPERATIONS
THE LANDSCAPE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MINIMIZE SHOCK OF ROOT PRUNING
AND TRANSPLANTING IN ACCORDANCE WITH NURSERY TRADE PROCEDURES INCLUDING THE FOLLOWING
WHERE TIME IS AVAILABLE.
A. PHASE ONE - INITIAL REMOVAL
1. ROOT PRUNE ONE THIRD OF BALL AT A TIME A MINIMUM OF 6 WEEKS BEFORE REMOVAL.
2. THIN OUT INTERIOR CROWN OF DICOTS IN A MANOR, TO COMPENSATE FOR ROOT LOSS,
LEAVING THE SHAPE OF THE CANOPY INTACT,
3. LEAVE MONOCOT LEAVES ALONE ALLOWING PLANT TO BALANCE ITSELF PROTECT GROWING
POINT AS NECESSARY.
4. AFTER ROOT PRUNING BACK FILL WITH GOOD ORGANIC ROOTING MEDIUM FERTILIZE WITH
ORGANIC FERTILIZER TO PROMOTE ROOT GROWTH. FULLY PROTECT PLANTS FROM DAMAGE
BY SUN, WIND, DROUGHT, WATER AND OTHER INJURIOUS CONDITIONS DURING TEMPORARY
STORAGE.
5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE STORED
PLANTS UNTIL THEIR REUSE. HE SHALL NOTIFY THE OWNER IN WRITING OF ANY CONDITIONS
BEYOND HIS CONTROL, WHICH ARE ADVERSELY AFFECTING THE STORED PLANTS.
B. PHASE TWO - STORAGE UNTIL REPLANTING SEE AREA DESIGNATED ON PLANS OR PROVIDE
OFF SITE TEMPORARY STORAGE.
1, PROVIDE TEMPORARY IRRIGATION FOR THIS HOLDING AREA. MULCH TO REDUCE WEEDS,
DISCOURAGE FOOT TRAFFIC AND ITS COMPACTING EFFECT, CONSERVE MOISTURE AND
MINIMIZE TEMPERATURE FLUCTUATIONS.
2. BRACE TRUNK AND LEAVE IN PLACE UNTIL TREES ARE WIND FIRM.
3. WRAP TRUNKS AND STRUCTURAL BRANCHES OF THIN BARKED TREES TO PROTECT AGAINST
SUN SCALD AND DEHYDRATION. RETAIN THIS PROTECTION THROUGH THE COLD SEASON.
4. FEED WITH DILUTED SOLUTION OF NPK IN SOLUBLE FORM WITH A SOIL NEEDLE PROVIDING
WATER, AIR, NUTRIENTS AND A BREAKING UP OF CLODS.
5. WHERE FOLIAGE IS RETARDED SPRAY IT WITH ONE OF THE SOLUBLE AREA TYPES OF
FOLIAR FEEDERS.
6. AT TIME OF REPLANTING TO FILL AIR POCKETS AND TO KEEP ROOTS, ESPECIALLY FEEDER
ROOTS MOIST, LIVE AND HEALTHY, USE SOIL NEEDLE FOR WATERING NEW TRANSPLANTS.
DIRECT FINE SPRAY AT FOLIAGE TO HELP HARDEN OFF NEW LEAVES.
7. CONSTANT SPRAY IRRIGATION IN CANOPY OF TREES TO PREVENT EXCESSIVE TRANSPIRATION IS
STRONGLY SUGGESTED.
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A- SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES
SHALL BE PLANTED IN ROW'S WHICH =OLLOW THE CURVE
8- SHRUBS AND GROUNOCOVERS ADJACENT TO STRAIGHT EDGES
SHALL BE PLANTED IN A TRIANGULAR PATTERN IN RONS PARALLEL
TO THE STRAIGHT EDGE.
SHRUB AND GROUNDCOVER -
1- PLANTING DETAIL
I IIS13LE CSMOCOTE FERTIL'.ZER
6' BETWEEN CRCWTV d MULCT
- 1' ABOVE 3RADE
- 3' CYPRESS NU'_CH
WA NG SAX ER
- PLANTING 50 L M xTL RE
OP .00SINEC TC=SOI.
EXISTING UNDISTLRBED SOIL
SHRUB AND GROUNDCOVER
.1 Z PLANTING DETAIL
VISIBLE ROOT FLARE
HD MULCH 12• TO TRL
3` CYPRESS MULC4
TREE PLANTING
1- DETAIL
NOTE:
BARRIER MUST BE ERECTED
PRIOR TO CONSTRUCTION
?'0 REMAIN PE <'FN'JVC..I AP TO
D PLANE
PROTECT,EE RU33ER HOSE
ROOT BALL P ABOVE GRADE
PVC P PE AS --AG
T WATERNG SAUCER CONTINJOI,S
Ex STING GRADE
T X 2'x 2:• GUY AIRE STAKE
'LA`TIRG $O L MATURE
DR LDOSENED
VaST'NG UNCIS "RUBE'? SOIL
WHY A BARRIER?
1. TO PROTECT CT ALL LL ABOVE GROUND PO
DRT s
2. TO PROTECT SOIL NEAR TREE FROM
COMPACTION
3, PROVIDES PHYSICAL AND MENTAL AWARE-
NESS OF TREED' PRESENCE TO EQUIPMENT
OPERATORS
WHY IT WORKS
1. NO HEAVY EQUIPMENT ALLOWED INSIDE
BARRIER, ONLY HAND LABOR
2. NO CONSTRUCTION MATERIALS OR TEMPORARY
SOIL DEPOSITS ALLOWED INSIDE THIS AREA
BY OBSERVING THESE TWO SIMPLE PRINCIPLES,
A TREES' CHANCE FOR SURVIVAL IS GREATLY
ENHANCED
I. MINIMUM RADIUS TO BE PROTECTED IS
ENTIRE DRIPLINE
2. MINIMUM 3' IN HEIGHT
3. UPRIGHTS- THE EQUNALENT OF 2'x4'
LUMBER ON E' MINIMUM CENTERS
4, HORIZONTAL- THE EQUIVALENT OF TWO
COURSES OF 1/2' ROPING WITH YELLOW
PLASTIC TAPE FLAGGING
S. BARRIERS TO BE ERECTED AROUND TREES
TO REMAIN BEFORE CONSTRUCTION OR
NEARBY TREES ARE REMOVED
S. BARRIERS TO REMAIN IN PLACE UNTIL
ALL PAVING, CONSTRUCTION AND HEAVY
EQUIPMENT IS OUT OF AREA
TREE PROTECTION -
l� DETAIL
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