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Lot. I through 6. inel.uII,e. 810ck 2. R.J. Booth'. Subdirl~J.n. Plat Book 9.
pog' 22. Publ ie Recor4. of Pinel 10. County. Florida;..n" Loti I through 10.
ipcluaive. Block 2. Sarah McMullen'a' Subdiviaion. aceor."',,"'to the map or pl.at
thereof 01 recorded in Plot Book I. page 41. Public Recor~'o.,Pinellaa County.
Florida: '
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The Sout," 10 te.t of C'f,Lff' 6. 7. 8. 9 on4 10, a';,lokt. Sarah McMullen'a
SlIbdl,isJon; th, South 10:'1.et of Lot 6. Block 2. A.J,"h~tlt~). Subdivision; and
the ~,O.tIO t.et .f Loti I ond 10. Btock 2. Sarah McMuII.'ti,~"'dl'I'ion. to the
Cit, of Clef,..t.r. gIV'D '0-, right of way purpo.... "', .....
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8. Dead Tree
8. Magnolia Tr..
.,. Oak Tree
8. Palm Tr..
8. Unknown Tr.. T)1Pe
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PREPARED FOR. BAcIN,;~WtouP, INC,.
126 ~~~ ~.\ll?t .
P'NElLAS S ... ;'''~If~tRAHS'T. cAU'f'HORifY'.
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URA STREET :~T,ERMfNAL
-EARW ATER.F'I.iORIOA"
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":L.IMtNARY,SITE,;,,PLAN i
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FLORDADESIGN OONSI.L TANTS, WC.
, ," ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
2631 McCormick Or. d.qrwot.r F~ 33759
Tel. (727) 724",8422 - F'... (72-'7) r24-8606
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PROPOSED - BUS TERMINAL
1,200 S.F. ( ... 75X)
25'
0.05
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BUILDfNG HEIGHT
PROPOSED F.A.R.
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126 3RO. A, ." . '- -.," TH. SUITE 102
SAFE " ." HA '. FL 34885
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PINELLAS' SUHCQA$~f TRANSIT AUTHORr:r'Y',
14840 -,8-.:ttr'YREET NORTH :'
CLEr. WAtll. FL 33762
PREPARED FOR.
FLORIJA DESIGN CONSUL T ANTs, INC.
ENGtNIERS. ~NVIRONMENT AlISTS, SURVEVORS 8 PLANNERS .
2639 McCormick Dr. Cle.,..." FL. 3375'
Tel. (727) 724-8422 - F.., (127)724-8606
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City of Clearwoter. given for right 01 way purposes.
BACON GROUP, IHC
126 3RD A VENUE NORTH. SUITE 102
SAFETY HARBOR. FL 34695
FOR THE.
P'NELLAS SUNCOAST TRANSIT AUTHORITY
14840 49TH STREET NORTH
CLEARWA TER. FL 33762
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SITE AREA
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PSTA- Laurel Street Terminal
MULCH NOTE:
A LAYER OF MULCH TO A MINIMUM DEPTH OF
THREE (3) INCHES SHOULD BE PROVIDED IN
PLANT BEDS AND AROUND INDIVIDUAL TREES IN
TURFGRASS AREAS.
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City of Clearwater, Florida
PLANT LIST
Terra Tectonics design group international, inc. 813-258-4504
for Bacon design Group
Date 9.12.00 Project No.
UTILITIES NOTE:
ALL UTILITIES TO REMAIN IN PLACE EXCEPT AS
INDICATED ON THE DRAWINGS. CONTACT"ONE
CALL" AT 1-800-432-4770 AT LEAST48 HOURS
PRIOR TO EXCAVATION FOR VERIFICATION OF
EXISTING UTILl1Y LOCATIONS. NOT ALL UTILITIES
ARE MEMBERS OF THE "ONE CALL" SYSTEM'
THEREFORE, DIRECT CONTACT WITH THE UTILI1Y
COMPANY MAY BE REQUIRED.
Quantity
Trees
Specification
Symbol
eommon Name
Botanical Name
39 QV
12' ht 6' spread 4" caliper m inum um, from a 'Roots Plus grower"
b+b Matching
Live Oak
QUERCUS virginiana
63 WR
Washington Palm
WASHINGTONIA robusta
10' CT matched heights, B+B
241C
ILEX cassine
8' hI. x 5' spr. 65 gal. matching
Dahoon Holly
11 LJT
28 TOI
Total Site Sod:
8' ht x 6'- 7' spr. 65 gallon, matching specimens
8' x 4'-5 spr. 15 gal. standards
Ligustrum Tree
Bald Cypress
L1GUSTRUM japonica
TAXODIUM distichium
St. Augustine
Bahia sod
Floratam'
PASPALUM notatum
contractor to verify quantity
contractor to verify quantity
20000 SOD
59200 SF
21 HRT
8' ht x 5' spread 2" cal., specimens. blooming 'Red Blaze'
Hibiscus Tree
HIBISCUS 'rosa sinensis'
186 UA American Elm
3561total # of trees provided
Shrubs
12' ht 6' spread 4" caliper minumum, B+B or cantainer Matching
Total Site Irrigation:
3,600 SF
22777.56 SF
2500 LF
Turf System
Shrub System
Loop Main
conection to 4" well and pump
ULMUS americana
SF
SF
LF
50gpm at 50 psi
18 MC
480 MF
4' ht x 3' spread 15 gallon
24" hI. x 18" spr. 3 gal. 30" O.c.
1 ea
Wax Myrtle
Simpson Stopper
MYRICA cerifera
MYRCIANTHES fragrans
68 CA
56 RI
Crinum Lily
India Hawthorne
CRINUM asiatieum
RAPHIOLEPIS indica
30" ht X 30" spread 10 - GALLON
15" hi. x 15" spr. 3gal. 30" O.C.
Miscellaneous Plant Materials:
167 CY
2 Bags
3 Bags
2 Bags
21 CY
Pine Bark Mulch, and Fine Grading
Pre-Em ergent Herbicide
Fertilizer: 16-4-8
Fertilizer: 6-6-6
c.y.
EA
50 lb. bag
50 lb. bag
Groundcovers & Vines
1266 HD
HELlANTHUS debilis
4" pots 12" runners 12" ole
Beach Sunflower
600 LM
L1RIOPE muscarii
12"-18" x 12" spr. 1 gal. 18" o.e.
Giant Liriope
Planting Soil
Cubic Yards
79 NE
NEPHROLEPIS exaltata
12" htx 12" spread - 3-gallon, 36" o.c.
Boston Fern
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241HD
41HRT
82 LM '
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SOD
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( 4 HRT
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NOTES:
TREE PROTECTION BARRIERS:
12~ l~i
TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPLlNEOF A PHYSICAL
STRUCTURE NOT LESS THAN THREE FEET IN HEIGHT, COMPRISED OF WOOD OR OTHE
SUITABLE MATERIAL, IS PLACED AROUND THE TREE AT THE DRIPLlNE, EXCEPT WHERE
LAND ALTERATION OR CONSTRUCTION ACTIVIES ARE APPROVED WITHIN THE DRIPLlNE.
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fILANNINQ a DEVELOPMENT
SERVICES
CITY OF CLEARWATER
BARRIER SPECIFICATIONS FOR TREES:
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FOUR CORNER UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY
HORIZONTAL MEMBERS OF NO LESS THAN 1" X 4" LUMBER: OR UPRIGHT STAKES
SPACED AT 4-5' INTERVALS OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY
PLASTIC SURVEYING TAPE FLAGGED WITH TAPE AT REGULAR
INTERVALS OF 5-10'.
RECOMMENDED INSECTICIDE APPLICATIONS FOR PROTECTION OF NATIVE PINE TREES:
IT IS RECOMMENDED THAT THE NATIVE PINE TREES ON THE PARCEL HAVE AN
INSECTICIDE APPLIED TO THE TREES.
AN APPROVED INSECTICIDE WILL PROTECT AGAINST THE PROMINENT IPS BARK BEETLE.
FILE COpy
TREE BARRICADE DETAIL
TREE PROTECTION NOTE:
1. PROTECTIVE BARRIERS AND THE USE OF
OTHER MEASURES TO PREVENT TREE DAMAGE
(PESTICIDE APPLICATIONS", ROOT PRUNING,
INTENSIVE MULCHING ET v. TO REDUCE SOIL
COMPACTION WILL BE REQUIRED AS NECESSARY.
2.SITE CLEARING AND TREE REMOVAL ARE NOT TO
OCCUR PRIOR TO APPROVAL AND INSPECTION OF
PROTECTIVE BARRICADES OR BEFORE THE
PROJECT'S BUILDING PERMITS HAVE BEEN ISSUED.
3.ANY TREE LOSSES INCURRED DURING
CONSTRUCTION AND FOR A PERIOD OF UP TO SIX
(6) MONTHS OF THE DATE OF COMPLETION MAY BE
SUBJECT TO REPLACEMENT BASED UPON THE
"ADDITION PENALTY" FORMULA AS DESCRIBED IN
SECTION 25.735.5 FURTHER", TRIMMING OF LIMBS
10" IN DIAMETER AND LARI.:lER NOT SUBMITTED
ON PLAN?, WILL REQUIRE SEPARATE APPROVAL
AND PERMITS.
4.ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED
BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE
SHALL BE PRUNED IN ACCORDANCE WITH THE NATIONAL
ARBORIST ASSOCIATION (NAA) PRUNING STANDARDS.
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FILE COpy
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City of Clearwater - Landscape Ordinance Calculation sheet
Terra Tectonics design group international, inc. - 813-258-4504
based upon the "proposed Official Draft Oct. 15, 1998" Landscape Code
PSTA- Laurel Street Terminal
Clearwater, Florida
9.12.00
SITE AREA CALCULATIONS:
Total Site Area:
Perimetar of prop. abutting ROW & incompatible land usage:
Vehicular Usage Area (VUA):
Required Interior Greenspace (10% of VUA):
Interior Greenspace provided:
ACRES
3.49
SQ.FT
152,024
1,702 IIf
27,450
2,745
15,000 54.64%
0.63
0.03781
0.344353
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Interior Landscape requirements:
Required: one, 4" eel. 12' ht tree for each 150 sf of internal planting (10% of paved area);
15,000 sf/150= I 10014" eel. 12' ht tree required
Required: 10% of gross VUA shall be in parking islands, 50% of space shall be landscaped
27,450 sf x 10% I 13731sf. of shrub bed required - interior
1,373 14.5 = number shrubs to be planted in the Interior = 3051
Required: A 5' lendscape buffer required along road r/w or incompatible land usage;
One tree per thirty five (35') lineal feet around perimeter: 1 tree per 150 sf of plant bed
One shrub every 2.5 feet of perimter buffer
Required: 50% of the required interior landsca area shall be planted with shrubs
2,745 x 50% 1373 sf ofshrub area required
Provided: 1,702 /2.5 = 681 perimeter shrubs required
1,702 135 If = 49 perimeter trees required
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Existing Protected Tree Credits:
14 existing trees on-site totaling 213 caliper inches, 10 to be removed
1 1421dlameter Inches of trees required for this site
128 diameter Inches of trees to remain on the site
14 diameter inches of trees to be re-planted on the site 91= # of trees
Totals: 986 shrubs required
acr8dit for existing trees preserved
158 required trees - internallandseepe -perimeter buffer trees & replacement
158 total # of new trees required on-site
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Canopy Tree = 12" ht - 4" caliper min.
Accent Tree = 8' ht - 2" cal. min
10% of trees shall be flowering
Hibiscus trees accents at entrys
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PLANTING PLANS
4
TERRA
TECTONICS
desIgn group InternatIonal. Inc.
LANDSCAPE ARCHITECTS
LAND PLANNERS
URBAN DESIGNERS
2011 CLEVELAND ST. SUITE E
T AMP A, FLORIDA 33606
Fl. Reg" Lie. '** 254
813 258-4504 ph.
813 258-4604 fx,
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Job No.
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GENERAL LANDSCAPE NOTES AND SPECifiCATIONS
1. IMPLEMENTATION Of THIS PLAN AND SPECIFICATIONS SHALL CONfORM TO THE HIGHEST
STANDARDS Of THE TRADE A~ID TO ALL PREVAILING ORDINANCES AND CODES. THE
SPECIFICATIONS CONTAINED HEREIN SHALL SUPPLEMENT THE WRITTEN SPECifiCATIONS.
2. PRIOR TO SUBMISSION Of BID, THE LANDSCAPE CONTRACTOR SHALL VISIT THE SITE
AND FULLY INfORM HIMSELlF Of THE CONDITlOr~S Ut~DER WHICH THE WORK IS TO BE
ACCOMPLISHED.
3. THE WORK INCLUDES SOIL PREPARATION. FINISH GRADH~G, SUPPLYHlG AND PLANTING
Of TREES, SHRUBS, GROUt~DCOVERS, AND SOD OF THE SPECIES, SIZES AND QUALllY AS
SHOWN ON THE DRAWlflGS ~OOR AS SPECifiED HEREIN. FURTHER, THE WORK SHALL
H~CLUDE THE THIRlY DAY (30) DAY MAINTENANCE OF AlL LANDSCAPE AND SOOOEED
AREAS AFTER FINAL ACCEPTANCE BY THE PROJECT ARCHITECT AND OWNER'S
REPRESENTATIVE
4. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A LUMP SUM BID PRICE FOR A FUllY
AUTOMATIC,100% OVERLAP COVERAGE, UNDERGROUND IRRIGATION SYSTEM. THE
IRRIGATION SYSTEM DESIGN, SPECifiCATIONS AND INSTALLATlml SHALL CONFORM TO
THE STANDARDS OF THE "IRRIGATION ASSOCIATION",1911 N_ FORT MYERS DRIVE
#1009, ARLlNGTOtJ, VA 22209, AND TO THE STANDARDS 01" THE "FLORIDA IRRIGATION
SOCIlE1Y". IRRIGATION SOURCE SHALL BE SHOWN ON THE IRRIGATION PLANS. THE
IRRIGATION CONTRACTOR SHAlL PROVIDE AN RPZ BACKFLOW PREVENTION DEVICE PER
LOCAL GOVERNING CODES AND ORDINANCES. SIZE ACCORDINGLY. SUBMIT PLAIl PER
WRITTEN SPECIFICATIONS TO ARCHITECT FOR APPROVAL
5. THE LANDSCAPE CONTRACTOR SHAlL SECURE ANY Atm ALL NECESSARY PERMITS FOR THE
WORK, PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-8ITE. COPIES Of THE PERMITS
SHALL BE SENT TO THE ARCHITECT AND OWNER'S cor~STRUCTION REPRESENTATIVE IF
REQUESTED.
6. THE LANDSCAPE AI~D IRRIGATION COIHRACTOR SHALL BE PROPERLY LICENSED AND
ItJSURED. SEE WRITTEN SPECifiCATIONS.
7. ALL WOR~, IN THE RIGHT OF WAY AREAS SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE lOCAL ANOOR STATE HIGHWAY JURISDICTION.
8. CONSTRUCTION EQUIPMENT IS NOT ALLOWED ON SITIE UIJTlL A HABITAT MANAGEMENT AND
LANDSCAPE PERMIT IS IN HAND, (If REQUIRED BY LOCAl ORDINANCE).
9. THE LANDSCAPE CONTRACTOR SHAlL VERIFY All UTI LIlY LOCATIONS (EXISTING AND
PROPOSED), RELATED PAVING, ELEVATIONS, WATER AND ELECTRICAL SUPPLY, ETC.
PRIOR TO START OF WOR~H NOTIFY THE GENERAL cor lTRACTOR At~D THE
ARCHITECT,-OWNER'S AGENT IN WRITING OF UNSATISFACTORY CONDITIONS PRIOR TO
START OF WORk. START OF WORK WIUL INDICATE ACCEPTANCE OF CONDITIONS AND fULL
RESPONSIBllIlY FOR COMPLETED WORK.
10.vERIFY ALL UNDERGROUND AND ABOVE-GROUND UTIlIT'I LOCATIONS PRIOR TO ANY
E.XCAVATION. If UI-~DERGROIJND CONSTRUCTION, UTILITIES OR OBSTRUCTIONS ARE
ENCOUNTERED DURING THE EXCAVATION OF PLANTH~G AREAS OR PITS, IMMEDIATELY
INFORM THE OWNER'S COt~STRUCTION REPRESEtJTATIVE.AlTERNATE lOCATIONS FOR THE
PlANT MATERIAL(S) WilL BE SELECTED BY THE ARGHITECT OR AGENT. SUCH CHANGES
IN LOCATION SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION.
1UHE LANDSCAPE CONTRACTOR SHALL BEAR SOLE RESPONSIBllIlY FOR ANY AND ALL
DAMAGES THAT RESULT FROM HIS ACTIVITIES DUE TO IMPROPER VERIFICATION OF
UTILITIES ANDOR OPERATOR ERROR DURING EXCAVATIONS. SEE RELATED CIVIL PLANS
FOR ADDITIONAL INFORMATION AND COORDINATE ON-8ITE WITH THE GENERAL
CONTRACTOR AND OTHER TRADES PRIOR TO START OF WORK.
12.ALl EXISTING TREES SHALL BE INSPECTED BY THE LAIIDSCAPE CONTRACTOR TO THE
DETERMINE THE EXTENT OF TRIMMING AND PRUNING REQUIRED TO 'SHAPE-UP" TREES.
REMOVE DEAD BRANCHES AND fROND,AtJD PRUNE BRANCHES HANGING OR GROWING BELOW
8FT. THIS WORK SHALL BE DEEMED PART OF THE lANDSCAPE CONTRACTORS CONTRACT
FOR SERVICES FOR THIS PROJECT SITE.
13.SITE CONTRACTOR SHAll PROVIDE THE LANDSCAPE CONTRACTOR WITH A FINISH GRADE
OF (PLUS OR MINUS) ONE TENTH OF ONE FOOT. GRADE SHALL BE CLEAR OF DEBRIS AND
WEED GROWTH. FINISH GRADES ADJACENT TO PAVING SHALL BE "!WO INCHES (2') BELOW
TOP OF CURBS, WALKS OR PAVING IN ORDER TO CONTAIN SOD OR MULCH AS SPECIFIED.
SITE CONTRACTOR SHAll EXCAVATE ANY LIMESTONE BASE MATERIAl OR OTHER
MATERiAlS NOT CONDUCIVE TO PROPER PlANT GROWTH fROM ALL PLANTING AREAS.
WHERE INDICATED, THE SITE CONTRACTOR SHAll PROVIDE BERMS, MOUNDING OR CROWNS
TO PARKING ISLANDS OF INDIGENOUSNIABlE SOIL COMPACTED TO lWENTY-FIVE
PERCENT. CROWN PARKING ISLANDS TO A MAXIMUM OF 12" TO THE CENTER FOR
DRAINAGE WITH A SLOPE NOT TO EXCEED 3:1. If THE EXISTING GRADE WITHIN THE
DRIPlINE OF AN EXISTING TREE SHOWN TO REMAIN IS MODIFIED BY SIX INCHES (6")
OR MORE, THEN THE SITE CONTRACTOR SHALL pROVIDlE TRElE WEllS OR RETAINING
WALlS AS REQUIRED FOR THE PRESERVATION OF EXISTING TREES TO REMAIN. SEE
ADDITIONAL SPECIFICATIONS AND DETAIL FOR TREE BARRICADES_
14.NO GRADE CHANGE SHAll OCCUR WITHIN THE CANOPY DRIP LINE Of PINE TREES AND
<W THE CANOPY DRIP LINE OF HARDWOOD TREES l0 BE SAVED. THE FOOTPRINT OF
UTILITIES (I.E. STORM, SANITARY, POWERLlNES, WATER, SEWER, ETC.) AS WELL AS
THE LIMITS OF TRENCHING OR FILL MATERIAL IS NOT PERMITTED TO ENCROACH WITHIN
THE ABOVE STATED LIMITS.
15.REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT
THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS
ANDOR PERMIT REVOCATION.
16.AlL STORMWATER RUNOFF MUST BE DIRECTED TO THE RETENTION AREAS.
17_PLANT MATERIAL SHALL BE GRADED FLORIDA NO.1 OR BETTER AS OUTLINED UNDER THE
"GRADES AND STANDARDS fOR NURSERY PLANTS", PARTS lAND II, STATE OF fLORIDA,
DEPARTMENT OF AGRICULTURE AND SHALL CONFORM TO AAN STANDARDS fOR NURSERY
STOCK (ANSI260.1-1980)
18.NO SUBSTITUTIONS SHAlL BE MADE WITHOUT THE EXPLICIT WRITTEN PERMISSION OF
THE LANDSCAPE ARCHITECT. PLANS SHAll BE BID BY AlL BIDDERS AS SHOWN. SUBMIT
WRITTEN VERIFICATION OF ~Y pLAI~T MATERIAL(S) THAT MAY BE UNAVAILABLE AS
SPECIFIED, TO THE LANDSCAPE ARCHITECT.
19.COORDINATE THE INSTAlLATION Of TREES AND PLANTS SO AS TO NOT OBSCURE THE
SITE VISIBILlT'I TRIANGLE AT INTERSECTIONS AND THE VISIBILllY OF DIRECTIONAL
SIGNS OR LIGHTS. FIELD ADJUST TREE AND PALM LOCATIONS AS REQUIRED TO AVOID
CONFLICT WITH LIGHT POLES, ETC. THE OWNER SHAlL PROPERLY MAINTAIN TREES AND
PlANT MATERIALS AFTER FINAl ACCEPTANCE IN ORDER TO MAINTAIN UNOBSTRUCTED
VISIBllIlY FOR PEDESTRIANS At'-lD VEHICLES.
20.lN THE EVENT Of A VARIATION BElWEEN THE PLANT LIST AND THE ACTUAl NUMBER OF
PLANTS SHOWN OR NOTED ON THE PLANS, THE PLANS SHALL CONTROL_ LANDSCAPE
ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY DURING BID PROCESS IN
WRITING.
21.PLANTS AND TREES SHALL BE SET PLUMB, AT THE SAME GRADE AT WHICH THEY HAVE
BEEN GROWN, BEST SIDE FACING PRIME VISIBILITY AND THOROUGHLY WATERED-IN TO
ELIMINATE AIR POCKETS. IF SITE CONDITIONS ARE UNFAVORABLE TO VIGOROUS
PLANT GROWTH, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED PRIOR TO SUBMITTING
BID AND COMMENCING CONSTRUCTION. THE CONDITIOI'-lS ARE CONSIDERED ACCEPTED BY
CONTRACTOR IF WRITTEN NOTIFICATION IS NOT RECEIVED BY OWNER OR LANDSCAPE
ARCHITECT BEFORE COMMENCEMENT OF INSTALLATION OF THE MATERIALS. THE
LANDSCAPE CONTRACTOR SHAlL BE RESPONSIBLE FOR PROVIDING PROPER DRAINAGE FOR
ALL TREES AND PLANT MATERiAlS. TREES SET TOO HIGH OR LOW MAY BE REJECTED,
VERIFY PROPOSED FINISH GRADES AND SET TREES ACCORDINGLY. SEE DETAILS FOR
PLANTING, STAKING AND GUYING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY SECURING ALL TREES, PALMS AND LARGE SHRUBS IMMEDIATELY AFTER
PLANTING. All GUY WIRES SHAlL BE FLAGGED AND ALL STAKES SHAlL BE DRIVEN
FLUSH WITH SURROUNDING GRADE FOR PUBLIC SAFETY.
22.pLANTING SOIL FOR ALL TREES AND SHRUBS SHAlL CONSIST OF 60% PEAT, 20%
COMPOST, AND 20% WOOD PRODUCT FOR AERATION. PLANTING MIX SHALL HAVE A pH OF
8.0--6.5 /MIX 25% PLANTING SOil WITH 75% O~ITE SOIL FOR PLANTING SOil
BACKfiLL. TEST SOil OVER THE EtHIRE SITE AFTER FilL OPERATIONS FOR PROPER pH
AND DRAINAGE. AMEND SOIL AS NECESSARY FOR PLANT MATERIAL REQUIREMENTS PER
SOil TlEST RESULTS. BACKFILL ALL TREES AND SHRUBS AT THE FOLLOWING RATE:
TREES 3.5" CAL. AND GREATER =1 CUBIC YARD EACH
TREES 1" - 3' CAL.-30 GAL. =1-2 CUBIC YARD EACH
GALLON CONTAINER SIZE ='V4 CUBIC YARD EACH
GALLON CONTAINER SIZE = 35 PLANTS PER CUBIC YARD
GALLON CONTAII~ER SIZE = 65 PLANTS PER CUBIC YARD
ROOTED CUTTINGS/4" POTS - 6" DEPTH OF ANt~UAl BED MIX
23.ROOTED CUTTlI~GS, 2" AND 4" POT MATERIAL SHALL BE PlANTED IN A 6" DEPTH
PREPARED BED CONTAINING AN "AN1~UAl BED MIX" COMPOSED OF W PEAT, W
COMPOSTED PINE BARK, W SAND AND DOLOMITE WITH A 6.0--6.5 pH. TREAT ROOT
AREA WITH 'ROOTS, INC." ROOT ENHANCER PER MANUI"ACTURER'S DIRECTIONS.
FERTILIZE WITH 'OSMOCOTE" PER MANUfACTURER'S DIRECTIONS.
24_SHRUBS SHALL BE PLANTED IN CIRCULAR PLANT PITS VI/ITH A DIAMETER OF 16"
GREATER THAt~ THE ROOTBALl OR corHAINER. TREES SHALL BE PLAr~TED IN CIRCUlAR
PITS WITH A DIAMETER OF 28" GREATER THAN ROOTBAlL OR CONTAINER AND
BAO,FILlED WITH PLAtJTING SOIL MIX. REMOVE CONTAltlER AND CUT ROOTS It~ 3
PlACES FOR OPTIMUM GROWTH. REMOVE Tr)p 12" OF BURLAP OR GROW BAG CONTAltlERS
FROM TREES.
25.FERTIlIZE TREES, SHRUBS AND GROUNDCOVERS WITH r IURSERYMEN'S "SURE-GRO" 12--4-
12 BY BROADCASTING EVENLY THROUGHOUT THE PLANTlrlG AREA WITH A PROPERl{
CALIBRATED SPREADER PER MANUFACTURER'S RECOMMEr.DED APPLICATION RATE.
THOROUGHLY WATER PLANT MATERIALS AFTER fERTILlZlt,IG. '.IURSER'rMEN' SURE-GRO
CORP. (407) 589---a951
26.ApPL'f "XL 2G" GRAt~ULAR HERBICIDE (CONTAINS SURFlA!J) PER MAIIUFACTURER'S
DIRECTIONS TO AlL PLANT BED AREAS PRIOR TO MULCHING. USE A PROPERLY
CALIBRATED GRANULAR APPLICATOR AND DO NOT APPLY CHEMICAL DIRECTLY ONTO
lEAVES OF PLANTS.
27_ALl PLArJT BEDS Atm TREE RINGS SHAlL BE MULCHED WITH A 3" DEPTH LAYER Of PINE
BARK MULCH, UNLESS SPECIFIED DIFFERENTLY ON PLANS. DEPTH SHAlL BE MEASURED
AFTER COMPACTION. REMOVE MULCH FROM CANOPIES OF SHRUBS AND PROPERLY "TIJC~.-
IN" MULCH ALONG EDGES.
28.BED L11~ES SHALL HAVE WELL DEFINED TRENCH EDGES TO CONIMI'-I MULCH. HEDGE LlI~ES
SHALL BE LA.ID OUT WITH STRINGLlNE IN THE FIELD PER PLAN LA.lOUT. TREES OR
SHRUBS SHOWN IN A LINE ON THE PLAN SHALL HAVE THE TRUN~ &CAtJOPIES II-J PROPER
ALIGNMENT UPON VISUAL INSPECTION AFTER INSTALLATION. GROUtlDCOVER AND SHRUB
BEDS SHALL BE PLAN1ED ON TRIANGULAR SPACING WITH PLANTS INSTALLED Aim FACED
FOR OPTIMUM GROWTH Ir.TO THE BED.
29TREES, PALMS AND SHRUBS SHAll BE PLANTED SO AS TO MAltlTAIt~ ADEQUATE
CLEARANCE FROM THE EDGE OF WALKS AND AlONG BUilDING WALLS. CURVILINEAR BED
LINES SHALL BE ACCURATELY SCALED FROM PLANS AND LAID-OUT IN THE FIELD. IF
FIELD COt<DITIONS ARE DIFFERENT FROM PLANS, IMMEDIATELY NOTIFl" THE LANDSCAPE
ARCHITECT OR ON-8ITE REPRESENTATIVE FOR FIELD ADJUSTMENT OF MATERIALS.
30THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE MINOR ADJUSTMENTS, I~I THE
FIELD, TO THE lOCATIONS Of TREES, PALMS, SHRUBS ArlD GROU~JDCOVERS, WITHOUT
CHARGE FROM THE LANDSCAPE CONTRACTOR. REVISIONS CAN BE MADE FOR AESTHETIC
OR HEAlTH, SAFETY WELFARE REASONS OR REQUEST FROM OWNER_
31.S0DDING IS REQUIRED IN All UI~I'AVED AREAS WITHltl THE SITE BOUI,IDARIES IJI~LESS
OTHER WISE SHOWN OR NOTED. ALL SOD AREAS SHALL BE PLANTED WITH ST.
AUGUSTINE "FLORATAM" ,SAND GROWN, SOllD-SOD TYFE AS SPECIFIED ON PLAtJS. SOD
SHALL BE FREE FROM PESTS AND WEEDS, LAID IN STAGGERED ROWS WITH HO GAPS,
ROLLED, FERTILIZED AND WATERED IMMEDIATELY AFTER INSTAlLATIOfl. SOD SHALL
NOT BE LAID ON TOP OF WEEDS, STICKS, ROCKS ETC. PRIOR TO SODDING OR SEEDIf'IG,
TREAT SOil WITH "ROUND-UP" PLANT KILLER AT A RATE Of 2 OZ. PER GAllON OR AS
PER MANUFACTURERS INSTRUCTIOr~S. ALL DEBRIS SHALL BE REMOVED PRIOR TO LAVIf 113
SOD. SOD RETENTION SLOPES AND BOTTOMS WITH ARGENTINE BAHIA SOLID SOD,
PEGGING SOD ON SLOPES 3:1 AND GREATER. SOD ROLLS SHALL BE LAID HOR!ZONTAL TO
PREVAILING SLOPE TO MINIMIZE EROSION.
32.ANY AREAS SUBJECT TO EROSION (E.G. GRASS SWALES, RETENTIOtl AREA
EMBANKMENTS) MUST BE STABILIZED BY SOllD-SOD.
33.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE EROSION REPAIRS If SITE
IS FINAL-GRADED BY GENERAL CONTRACTOR fOR SODDING AND A DELAY OF SODDING
ACTlVIlY BY LANDSCAPE CONTRACTOR IS DETERMINED TO HAVE CAUSED EROSION DAMAGE
TO FINAL GRADE.
34.FERTllIZE TURf AREAS WITH 16-4--8 FERTIUZER AT THE RATE OF 10 LBS Of
NITROGEN PER 1000 S.F. OF TURF AREA. WATER AFTER FERTILIZATION TO THOROUGHL',
SATURATE THE SOIL.
35.THE IRRIGATION SYSTEM SHAlL BE FULLY OPERATING FOR A PERIOD OF TWENlY-FOIJR
HOURS PRIOR TO START Of PLANTING OPERATIONS. THE LANDSCAPE CONTRACTOR SHAlL
BE RESPONSIBLE fOR PROVIDING ANY ADDITIONAL HAND-WATERING AS NECESSARY FOR
ALL TREES, SHRUBS, GROUNDCOVIIERS AND TURF AREAS PRIOR TO FINAL ACCEPTANCE.
36.THE JOB SITE SHAll BE KEPT ORDERLY AND REASONABLY CLEAN ON A DAilY BASIS
DURING CONSTRUCTION OPERATIONS. UPON COMPlETIOI~, THE LANDSCAPE CONTRACTOR
SHALL REMOVE ALL DEBRIS AND WASTE GENERATED BY HIS OPERATIONS ON-SITE,
INCLUDING THE CLEANING Of WAlKS AND PAVING AS NECESSARY.
37THE LANDSCAPE CONTRACTOR SHAlL BE RESPONSIBLE FOR TAKING AlL NECESSARY
MEASURES TO PROTECT THE CONTRACTOR'S INSTALlED ANOOR ON-SITE MATERIALS FROM
THEFT PRIOR TO FINAL ACCEPTANCE BY OWNER.
38.ALL PLANT MATERiAl SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER FiNAl
ACCEPTANCE. ALL TREES, PLANTS ANOOR GRASSING NOT FOUND IN A HEALTHY GROWING
CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REMOVED FROM THE SITE
AND REPLACED WITHIN TEN (10) DAYS AFTER WRITTEN IJOTICE. AlL PLANT
REPLACEMENTS SHAll BE OF THE SAME KIND AND SIZE AS SPECifiED IN THE PLAtH
LIST. THE REPLACEMENTS SHAll BE FURNISHED, AND INSTAlLED AS HEREIN SPECIFIED
AT NO ADDITIONAl COST TO THE OWNER. THE IRRIGATION SYSTEM SHAll BE
GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE FROM DEFECTS IN MATERiAlS
AND WORf<,MANSHIP. SEE WRITTEN SPECIFICATIONS.
39.AN "AS-BIJILT' OF THE LANDSCAPE AND IRRIGATION PLANS SHALL BE MADE BY THE
LANDSCAPE AND IRRIGATION CONTRACTOR. THE "AS-BUILT' SHAlL BE UP-DATED DAILY
AND SHALL BE KEPT ON-8ITE AT ALL TIMES DURING THE CONSTRUCTIOtJ PERIOD. ANY
AND All DEVIATIONS FROM THE ORIGINAL CONSTRUCTION DOCUMENTS SHALL BE DULY
AND ACCURATELY RECORDED. A REPRODUCIBLE OF EACH "AS-BUILT' SHALL BE PROVIDED
BY THE LANDSCAPE AND IRRIGATION CONTRACTOR TO THE OWNER'S CONSTRUCTION
REPRESENTATIVE AND TO THE ARCHITECT PRIOR TO flf~Al ACCEPTANCE AND pAYMHJT OF
RETAINAGE.
40.AT THE TIME OF FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHAlL PROVIDE THE
OWNER WITH A MAINTENANCE MANUAl CONTAINING INSTRUCTIONS FOR THE PROPER CARE
OF ALL MATERIALS SPECIFIC TO THE JOB. INCLUDE IRRIGATION TIMEClOCK OPERATING
DIRECTIONS AND MANUFACTURER'S LITERATURE TO OWNER'S REPRESENTATIVE.
CONTRACTOR SHAll INSTRUCT THE OWNER'S REPRESEtlTATIVE HOW TO PROPERLY OPERATE
THE TIMECLOCK. THE OWNER SHALL BE RESPONSIBLE fl)R THE PROPER MAINTENANCE AND
WATERING OF THE LANDSCAPING AND TURF THIRlY (30) DAYS AFTER ACCEPTANCE.
41.THE SUBCOr~TRACTOR SHAlL SUBMIT TO THE ARCHITECT fOR APPROVAL, PRIOR TO START
OF WORK, THE FOLLOWING:
MANUFACTURER'S CUT-SHEETS FOR IRRIGATION COMPOI~ENTS WITH ALL SPRItlKlER
HEADS, PVC PIPE, VALVES, VALVE BOXES, PUMP, CONTROLLER, AND MISCELLANEOUS
FITTINGS INCLUDED. INDICATE MATERIAL SPECIFICATION, lYPE, MODEL NUMBER AND
MANUFACTURER.
IRRIGATION PlAN AT 1" = 20' DELINEATING AlL HEAD LOCATIONS WITH lYPE OF
SPRAY OR ROTOR NOZZLE INDICATED, MAINLINE AND LATERAL LINE WITH PIPE SIZES,
VALVE SIZE AND LOCATION, SCH. 40 SLEEVE LOCATIONS, BACKfLOW DEVICE SIZE AND
LOCATION, ETC. SHOP DRAWING TO BE PROVIDED BY CONTRACTOR IF NOT INCLUDED IN
LANDSCAPE ARCHITECTS DESIGN PACKAGE FOR BID.
MANUFACTURER'S CUT-8HEETS fOR ALL LANDSCAPE MATlERIAl APPLICATIONS AND SOIL
SAMPLE TEST RESULTS. CONTRACTOR SHALL AMEND SOIL AS REQUIRED FOR PROPOSED
PLANTINGS.
LANDSCAPE AND IRRIGATION SCHEDULE OF CONSTRUCTION EVENTS. SCHEDUlE SHALL BE
COMPREHENSIVE AND All-lNCLUSIVE Of THE CONTRACTOR'S SCOPE OF WORK AND SHALL
BE COORDINATED WITH THE GENERAL CONTRACTOR'S SCHEDULE.
REPRESENTATIVE PHOTOGRAPHS OF All TREE MATERIALS SHOWING PROPOSED QUALITY
~D SIZE UPON REQUEST.
SUBMITTAL SHALL BE IN AN 8-'1-2" X 11" FORMAT AND SHAll BE PROVIDED IN THREE
RING BINDERS WITH SEPARATE SECTIONS FOR EACH AREA OF WORK. PROVIDE FIVE (5)
COPIES fOR APPROVAL.
THE PROJECT NAME AND LOCATION SHAll. BE LABELED or. THE FRONT OF EACH BII-IDER
WITH THE CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER LISTED ON THE INSIDE
FIRST PAGE WITH THE INDEX.
42.THE LANDSCAPE C01~TRAC~OR SHALL MAINTi'.ltl THE L~NDSCAPE, TURF AriD IRRIGATIOI!
8{STEM FOR A THIRW DA, (301 ESTABlISHMErIT PERIOD AFTER SUBST4.IJTlAl
COMPLETIC'I J At~D FIr~Al ACCEPTAI JCE. LAIIDSCAPE CONTRACTOR SHALL PROVIDE .ALL
LABOR, EQUIpMEHT, At ID MATERIALS T') NECESSAR'{ TO PROPER":,. MAH lTAIN THE SITE'S
LAr IDSCAPE AND TURF .AREAS Bl- MOWII~G, EDGII~G, WEEDING, WATERII.lG, CONTROL OF
PESTS, FERTILIZING, AND PRUr~ltIG AS NEEDED ON A WEH Lr BASIS. CLlEAI.l UP ALL
CLIPPINGS MD PAVED SURFACE AREAS AFTER DAILl fMltITEt~AIICE. CHEMICAL SPRA-,S
SH,AlL riOT BE USED 1'01'1 WEEDING. USE H"'ID \.A.BOR TO REM'JVE All WEEDS. MOnlT'JR
THE IRRIGATION SYSTEM FOR PROPER APFLlCAW)N OF WATER TO ~.LL LANDSCAPE "lID
TURf AREAS. SPRINKLER HEADS SHALL BE I)PERATED, INSPECTED, AflD AD-JUSTED AS
NEmED FOR PROPER CC JERAGE IMMEDIATEll AFTER EVERY MOWlrlG OPERATION.
SUPPLEMEflT IRRIGATIOr I S'rSTEM B-'" HAt JD WATERI11G !'OR PRr)PER ESTA.BLlSHMErIT.
ADJUST COHTROlLER TO ApPL OI~E INCH OF WATlER PER WEE~ TO .ALL LArmSCAPE AND
TURf AREAS. cor JTRACTOR'S PEF.sm.lrlEl SHALL TA~ E All NECESSAR, \1EASURES T'J
SAFEGUARD THE GEllERAl PUBLIC FROM .ALL Ol'-l-SITE MAINTENANCE ACTIVITIES. ALL
AREAS SHALL BE POLICED FOR LITTER, TRASH, ClIPPIHGS, CR OTHER DE3RIS DURlflG
EACH VISIT.
43.A RECORD LOG ')F AU Ctl-8T:E ACTIVITIES WiLL BE MAHJTA.If'IED Br THE COtlTRACTCR
J\NO SUBMITTED Te: THE ARCHITECT AT FiliAL ACCEFTAI leE.
NOTE: THESE SPECIFICATICI-18 ARE THE SOLE PROPERT, a" TERRA TECT'JI~ICS DESIGll
GRDUP IIHERtlATIOI-IAL, 1111::' IJO REPRODUCTlotl, REV\SIOIIS OR REUSE S,f THESE
SPECIFICATlor~s IS AUTHGRIZEC WITHOUT SPECIFIC WRITIEf.l PERMISSlr:'I~ ALL RIGHTS
RESERVED.
EtIC 0.1' SECTOf!
IRRIGATIOI J r~OTES
1.IRRlGATlOII CONTRACTOR SHALL VISI';- THE SITE TO VERIF,' .ALL COI IDITIOI IS ArlO
DIMENSIONS AS SHI)WI'~ 01 I THE PLAIIS PRIOR TO SUBMISSIOI J ':'1' BID. THE PLAr IS ARE
SCHEMATIC Ar~D THE COflTRACTOR SJ-IALL DETERMIr~E All", ArlD ALL tlECESSAR (
M.ATERIALS At~D LABOR NEEDED TO \1EET THE ItITE~JT 'JF THE DRA.wU,IGS.IRRIGI.TIOr.1
COIITRA.CTOR SHALL BE RESPONSIBLE fOR PROVIDU lG AIID~)R C'::ORDINATU IG PRIOR TC
BEGltJnllJG 0.1' It.JST.AlLATIOH OF IRRIGATIOtl SYSTEM, WITH GEIlERAL CCtlTRA.CTOR, III
REGARDS TO. WPE At lD l')CATION 0.1' WATER SOURCE.
2.1RRIGATiOtl COlnRACFJR SHALL PRC'VIDE A FULL; 'JPERATIOIJAL IRRIGATiOn Sf STEM
FOR 100% OVERLAP COiERAGE OF AlL LANDSCAPE Atm TURF AREAS AS INDIGATED ON
THE L~ND8CApE ,AIID IRRIGATIOn PLAI'IS (SEE WRITTEI,I SPECIFICATIONS).
3THE COf'ITRACTOR SHALL VERIFY E<ISTIHG GPMf'SI FROM THE PROPOSED WATER SOURCE
AND IF NEEDED, THE COtlTRACTOR SHAll ADJIJS1 Ar.ID BALAr~CE THE PROFOSED ZOI'JES
AS IIECESSARY TO MEET ACTUAL GPMf'SI REQUIREMHITS. THE CONTRACTOR SHALL
ALSO ADD HEADS AS 11EEDED "OR FULL 100% COVERAGE IF SCHEMATIC PLAII LOCATIOIIS
ARE If ISUFFICIENT.
4.COORDINATE OPERATION OF THE -:-IME--CLOCt FOR PROPER :OHE SEQUEl ICING Aim
OPTIMUM WATERII.IG TIME. VERIFY TIME-CLOC~ LOCATlor~ AND START/STOP TIMES OF
OPERATION WITH OWtlER. TIME--CLOC} SHALL BE LOCATED on Ar I E>:TERIOR W,t._l IN A
LOC~.lr IG WALL-MOUIITED UNIT PER LEGEr~D. THE GENERAL COIITRAOOR'S ELECTRICIAI J
SHAll PROVIDE 120V,20AMP POWER SUPPLY 10 THE TIME--CLOC~. COORDII~ATE
ElECTRICAl SUPPLY REQUIREMENTS WITH THE GHIERAL COIHRACTOR.
5.PIpING ON PLANS IS DIAGRAMATICALlY ROUTED FOR GRAPHIC ':LA.RIW, ACTUAL
PLACEMENT SHALL BE LO':ATED WITHII~ PROPERT( BOUlm~Y Aim IN "GREEHSPACE"
AREAS ADJACENT TO PAVII18 OR STRUCTURES AS PER IIIDUSTR{ STANDARDS.
COORDINATE INSTAlLATION WITH PLIlJ.lTII,IG pLA~1 SO COf<FLlCTS WITH PROPOSED
LOCATIONS OF TREES, PAlMS AND SHRUBS WilL BE AV':rIDED. PLACE PIPING Itl
TREtlCH ADJACENT TO CURBING OR EDGE Of PAVEMENT WHERE POSSIBLE.
6_CONTRACTOR SHAll REfERENCE THE LA! IDSCAPE PLAI.lS AND SpEGlfICATliJl.JS TO
DETERMINE WHERE IRRlGATlor'J HEADS SHALL BE INSTALLED or'-l RISERS. HEIGHTS OF
ALL RISERS SHALL BE ADJUSTED AFTE':1 LAr~DSCAPE INSTAULATI')II IS COMPLETE.
RISERS SHAlL BE PAINTED BLACK WITH PROFESSIONAL QUALlTl FLAT EtIAMEL SPRAY
PAINT. ADJUST SPRINKLER ARC, RADII, AI m TRAJECTORY AFTER LANDSCAPE
INSTALLATION IS COMPLETED TO ASSURE 100% OVERLAP COVERAGE. ALL RISERS SHALL
BE STA~,ED WIT\--! A GAlV. STAINLESS STEEL EMT STAKE AI JD SECURED BY TWO
STAINLESS STEEL CLAMPS. IJO RISER SHALL BE INSTAlLED ADJACEtlT TO ANr'
PEDESTRIAN WALKWAY. 12" POP-UP HEADS SHALL BE USED IN GROUtmCOVER BEDS
ADJACENT TO WAL~_WAYS AND IN PARf;ING ISLAI'-IDS (lW.)
7.CONTRACTOR SHAll DETERMINE LOCATIOI~S OF ALL UNDERGROUND UTILITIES AND
IMPROVEMENTS PRIOR TO START OF WORK ON-8ITE. COORDINATE WITH THE GEl JERAL
CONTRACTOR AND SITE L1GHTII~G COtlTRACTOR FOR INSTALLATION OF PROPOSED
LIGHTING AND ELECT"lICAL CONDUITS. THE IRRIGATION CONTRACTOR SHAll BE
RESpOtlSIBLE fOR THE IMMEDIATE REPAIR OF AlN DAMAGE CAUSED BY HIS WC'RK. THE
IRRIGATIOtl CONTRACTOR SHAll BEAR SOLE RESpC>NSIBILlTl FOR Air!" AND ALL DAMAGE
THAT RESULTS FROM HIS ACTIVITIES DUE TO IMPROPER VERIFICATlorl OF UTILITIES
ANOOR OPERATOR ERROR DURING EKCAVATIOf,IS. SEE RELATED CIVIL PLAI~S FeR
ADDITIO~IAL INFORMATION.
8JRRlGATION CONTRACTOR SHAlL OBTAIN ANY AND ALL PERMITS REQUIRED BY GOVERtllNG
AGENCIES. SUBMIT COPIES Of PERMITS TO OWNER'S CONSTRUCTION REPRESENTATIVE.
IRRIGATION CONTRACTOR SHAll BE PROPERLY LICENSED AI-ID It~SURED_
9.ADJUST SPRltJKlER ARC, RADII, AND TRAJECTORY AFTER LANDSCAPE rNSTAlLATIOl1 IS
COMPLETED TO INSURE 100% OVERLAP COvERAGE. II'~STALL PROPER NO;:,ZlE AS FIELD
CONDITIOt~S REQUIRE fOR OVERLAP COVERAGE. RAISE OR LOWER SPRII WlER HEADS AS
REQUIRED.
10WHERE MAINLINE OR LATERAL LINES ARE COVERED BY PAVING, A SCHEDULE 40 PVC
SlEEVE SHALL BE INSTAllED WITH THE SPECIFIED LATERAL LH'JE AI~D STUBBED UP
WITH END CAPS AS SHOWI.l IN DETAIL SLEEVE SIZE SHAll BE rwo TIMES LARGER
(I. D.) THAN THE SIZE OF THE LATERAL LINE "WET-PIPE" SIZE INDICATED Ol'l THE
PLANS.
11.ALL MA!I~W~ES SHALL BE BURIED A MIIIIMUM OF 18" BELOW FINISH GRADE. MAINLINE
SHALL BE BURIED A Mlf~IMIJM OF U' AT ROAD CROSSINGS. AlL LATERAL LIlIES
SHALL BE BURIED A MINIMUM DEPTH OF 12" BElJ:-W FINISH GRADE. INSTAlL Mft.Ir'llINE
IN SM1E TRH1CH AS LATERAL LINES WHERE POSSIBLE_
12.ALl POP-1JP SPRIN~.LER HEADS SHALL BE INSTAULED orl '1-2" ()R 3'4" X 18" SPEARS
FLE", PIPE CONNECTIOtL FLEl PIPE CEMENT SHAll BE USED Otl AUL cormEcTlcl IS
BElWEEN FLEXIBLE PVC AND RIGID PVC.
13.ALL WIRE SPLICES SHALL BE MADE II I VALVE BOXES USlt~G RAIIIBIRD "SllAP-TITE"
WIRE SPLICE KITS AND SEALANT.
14WIRE SHALL BE UF-SOO VOLT DIRECT BURIAL 14 GAUGE WIRE INSTALLED DIRECTLY IN
THE PIPE 1RENCH, BUr~DlED AND TAPED EVERY TEN FEET ALOr.lG THE MAINLINE WITH
E.XPANSIOI~ LOOPS PROVIDED AT EACH VALVE. "WHITE" COLOR F')R GOMMON Atm "RED"
COLOR FOR COllTROL WIRES. AT ':IME OF INSPECTION, WIRE THAT DOES r.OT CONFORM
TO SPECIFICATIONS SHALL BE REMOVED AND REPLACED AT OJI"TRACTOR'S EXPENSE_
15.BEfORE SpRII'~~,lER HEc.DS ARE SET, THE COIHRACTOR SHALL OPEl I CONTROL VALVES AND
FLUSH THE LINES THOROUGHLY WITH A FULL HE~ OF WATER TO BE SURE THERE IS rlo
FOREIGN MATTER Ir.J THE LINES. THE COtHRACTOR SHAlL TEST THE Llr.IES FOR
LEA.I<AGE BY MAlNTAIIIING A FULL HEAD OF PRESSURE (100 PSI) FOR ONE HOUR WITH
CAPPED ENDS AFTER LINES ARE COMPLETE.
16.AT AN'!' TIME DURING THE Ir~STALLATION OF THE IRRIGATIOll srSTEM BY THE
COI JTRA.CTOR, THE oV'mER, ARCHITECT AND OR LAr IDSCAPE ARCHITECT MAl VISIT THE
SITIE TO MNE OFFICIAL II ISPEC110NS. UPON REQUEST, THE COIITRACTOR WilL BE
REQUIRED TO UNCOVER SPECIFIED WOR~ AS DIRECTED BY THE I~ISPECTOR WITHOUT
COMPENSATION. SHOULD THE MATERIAL, WORKMANSHIP OR METHOD OF IflST.ALLATI01l
I~OT MEET THE STNID,ARDS SPEC!FIEC- HEREIN, THE COIlTRACTOR SHALL IMMEDIATEL"
REPLACE THE WORK AT HIS OWN EXPENSE.
17.THE OWJlER :)R HIS DESIGtlATED REPRESEtHATIVE WILL RESP0I1D WITHII~ TEN (10) DAYS
AFTER rlOTIFICATlOt\ B, THE COrlTRACTOR Of IZ:MPlETlorl FOR THE PURPOSE OF
M.';f IIIG A FIIJAL INSPECTIOrJ OF THE S{STEM.lf "IfIA~ ACCEPTAt ICE IS I~OT GIVEr I
AT THIS IHSPECTIOt I, A "PUI1CH-LlST" OF UI,ISATISfACTOR,. ITEMS WILL BE "REpARED
1":'1'1 COMPlETIOn BY THE IRRIGATIOII CONTRACTOR. AT SUCH TIME AS ALL "PUr'ICH-
LI.ST" ITEMS HAVE BEEII COMPlETED Ar 10 .ApPR':;VED B, 1HE OWIIER Cr-l, HIS DESIGIIATED
REPRESIEIJTATIVE, THE (~j:'mRA.c.TOR SHALL EE IlOTIFIED In WRITIIIG OF FI~IAL
A,}:;EPT4rICE. I"HIAL ACCEPTAll':E Bo THE owrlER 'NILL I lOT BE GIVRl umll ALL
REDUIRED SUBMITTALS .AI~D "AS-BUILT'DRAWlnGS HA.-':E BEEt! TURIJED OVER TO THE
,)W~ IER Aim LA! iDSC,APE ARCHITECT.
la.THE IRRI3ATIO:J comRACTOR SHALL I EEP or~E RECORD SET Of BLUEliflE FRlrm: OF
THE SPRU If LER S-, STEI."l 11.1 GO')D C.r)flDITION AT THE SITE ,,-',ID MA.Ar ')11 THEM THE
E .ACT "REcr)RD". THE COIITRADT'JR SHALL MA~ E A D.AILi RECQRD r)F ALL WOR~
Ir:STALLED D'.lRIIIG E.ACH DAu. PLAIIS SHALL INDICt-JE T\--!E E>ACT U)C':'J ,)tl r: I' ,~HECI"
V,l..lVES,3ATE VALlES, WIRE l'XATIOHS, HEAD LA'10dT, AUT')M~TIC VALVESIBOJ(ES,
F'JR ',AL'iE B'J>ES SH':'LL BE SH':"Nt! S, THE TRINIGULA.R S'STB,1 ';1' rAEASURErv1B~TS FR')M
Ef.,Sll, IDElITIFIED pERr./Ar IEr-lT FE':'TJRES, SlJCH AS BUILDH lGS, CURB.3, WALKS, ETC.
DF.AWII~GS SHALL SHOW APPR')"'ED S:;SST:TUW;IIS, If Atf, , Of MATER,AL I
UICLUDIr 113 MAHUFACT'..:RER'S I lArA" ~.IlD CATALOGUE IllMBER. UPOH G')MpLETIOI tALL
IHDRMATIOr. Il':TIED ':.11 THE PRlt ITS SHALL BE TRAI1SFERREJ TO A REPRODUCIBLE
M'rlAR 8\ THE ,Z,tITRA:.rOR. DRAWIIIGS SHALL BE TO SCALE N.ID AlL IllFORMATlmJ
SrlALL BE RE;ORD::D III All ':'RDERL, AtlD lEGIBLE I\tAllIIEP.. -)11 ')R BEFORE FII~AL
lI'lSPE(;T,OI I, -HE IRRI3AW:'11 cc,r ITR~(;TOR SHALL DELIVER ':'IIE (1) REPrODUCIBLE
M, LAR ;'.IID TW':' (2) SETS Of BLUELlflE FRlrlTS CI" THE "RECORD" DRAWltJGS TO THE
LAIIDSCAPE ARCHITP;T Ar 10 ';WIIER'S AGEl IT. THE DELl'YERI ')F THE PRillTS SHALL N';T
RELlE'/E THE cee ITR4 :,TOR OF THE RESpOIISIBILlT, OF fURr IISHltlG RECUIRED
Ir:F')RMc,WJII THAT MA-r H""VE BEEr, OMITTED.RET.':'II!AGE SH';lL BE RELEASE TO THE
COIITRACTOR AFTER THE "RECORD" DOWMEHTS HAvE BEE! I SATI'3E"CTJRILY RECEIVEC BY
THE 0WIIER _"I'r:; ALL OTHER ,ASPECTS 001' HIS (:GllTRA':T H;"'JE BEEII ME.
S'~E C;,:'NTRACT 0R Sf-t~LL J
REMC \ E ALL LIMERC C;t
AND R,).::'CBASE t1A-<-ERIML5
FF...:\i'" P...ANT1\i.::J ISLt..N[J:;
IU)IOTH PER PLANS
REMO\ E POT I Bl,RLAP
I ,
_/\!I' 1/[
11 I
I ~ CRO~N~ISLANDS .
I[ I TO 12 T) ALLC'lL
i I FOR P 5'TIVE
\ I I DRAIN1GE
\, I I ,
~ J ,,},-r I \,'1 r;~
~J 11"1:1[ Il'i )111 JJJl1
u -lllb', =1111
0) --=1111: I=-
- L~~l I, i =rr-'
. / 1111 IIII--IIII=='
IMP"': RTEO T: P50 _ ~------
SEE SPECIFIC A T'\}N.=
TRIM ,-EGG' LEADERS
AND PRUNE iN~O SHAPE
AS DIRECTED B',
LANDSCAPE ARCHITECT
WA TERING BASIN
TREE I.,",P 5f-.PLlB P,-)Ll-BALL
SEE ~LANTINCt eET AIL S
:"IP'::RTED BAR" I' JLCH
n PI:;"L
t
'~BACKFILL MIX
PUDDLE AND SETTLE
BAO FILL MIA
J
: TIMES
I
CONTAINER DIMIETER
TERRA
TECTONICS
desIgn group International, Inc,
-I PIC':'L PL':'NTE\;( ISLi-,NO GET ;:'.IL
I :, \ SHRUB PL':'NTING OET AIL
____ NO SCALE
LANDSCAPE ARCHITECTS
LAND PLANNERS
URBAN DESIGNERS
'-
NC 5C;LE
OR.,l\E E'\':ES:: BRAN'::H'r\G _----,., J
FRCi1 -REE MASS
AN[. Si-""PE AS D RECTE:'
E\ LAII=ISC-:APE ..:.RCH
PREY AILlN'~ WIND
2011 CLEVELA~ ST. SUITE E
T AMP A, FLORIDA 33606
Fl. Reg" Lie" "* 254
813 258-4504 ph.
813 258-4604 fx,
."
PuDDLE AND SETTLE
BACKF'LL M,x
,jU I lLlRE :: :E5
1:f12 - 15 T C 25 G...~ TP::E2:
It'" - F'El-C STeCK "-REES
RUBB,:R TREE TIE
/ \ i - GALv GU'i lUlRE
/ [I,,' - SUPVE r 0'" S FLA,:'JINJ
TAPE - EA UJIRE
II - PINE BARK MULCH
LEO FC"! i \, ~ TU"!NEUCKLE
, ~ "~I "~ f FINISH 'JR~DE
-k- \ Wm1=111-' -- ~;:IIII~,r
i2'1 ~ dJclTTI i ,1= =T'i7 riM" stal\e
~ '= \=1111 '1 1=11' "
LELL r- ;'.~ II =' , 11111 typ.30 long
'~;Z(L \'-"11
~ r-.JW PLA'lT T ABLET5
REMC\ E _ IJO !
BURL~F FRCl1' t - BAC"FILL III\,
T :.p , S RC I 0 ~ '" I
CF R;)C-BAL, ~~S =-+ PUDDLE AND
C,: t<:l- ::JL:"HT LINe> :::ON~AINER CIAI ET::::R SETTLE EACKF'LL
~R~PP~C TREES 111"
~
:.!;
<i
ill
FEBAP STAKE SI:ES
2 > :2 "30"LON~ lUOOD
STAKE
3 -4' OF EARTH SAUCER
AT PER'I1ETER OF WELL
F NISH ,~RADE
~
-q
='
o
ill
(f) [)(:
~ ~
i= <l I
r-r-
n ZD-
_ CJw
~ uo
BACKFILL MIX
PLANT T ABLET5
CCWAINER :',AMETER
'"
TRE:::JLlIINS CET i-,IL
COtnAI~JER TREE STAKING DETAIL
=:=J
~
~
= ~
~
=
roc ~ rac
0
W OJ x:
=
F rac rr=
00 0 d
d F d ~
= rrb rr=
~ W ~ =
F W rac ro
W ~
w roc~ ~
D
D F~ rr=
~ OOrac rr=
~ ro
~ =:=JW ~
00 wd 0
(0
~ ~ ~
0 rr= d
= d W ro
[f= :5 W ro
~ rac :5
0 rr=
= ro d
[Ub ~d W
=
0 F~ ~
w (Qb
rQb OOd
00 LQb:5
3
NO S:-lE
LIVE OAf S SHALL BE PROVIDED BY A 'ROOTS PLUS' GROWER
SUCH AS STE"WARTS TREE SERVICE - BROOKSVILlE, FL
W oCALE
Install 4" ADS corrugated drain pipe
before planting Trees,Palms, or specimen
items. If groundwater is excessive
or soils are heavy clay marl or conglomerate
IIII was used 10 bring site up to
finished grade.
,~- REMOVE OUTER AND lOWER
FRONDS BEFORE TYING
WITH ORGANIC lWlNE
NOTE ROOTBAL SHALL
BE MIN niCE THE DIA
OF THE PALM TRUNK
TREE OR SHl;>UB ROCTBA,-L
SEE PLANT'NJ DE-AILS
~-
\
\,
\
\
"
\
_ ~ " I) " ,
l \\ i
'iII TRIM It~NER FROtlDS AROUND BUD
i",1 . TO RELEASE PRESSURE ON BUD
. DURING I NSATLLATION.
I CUT AFTER 90 DMS
~" 5-LA' ER5 CF BURLAP
5-: '.4' XI: WOOD BATTENS
BANDED TO TRUNK [ITH
I"~, ,,' H ;' ,me ","c,
,
~' _: \'4' BRACES 3-IIIN TOENA'L
, ,
, 'v r- FINISf-t GRADE
\ ",
\. I _! I I
II=--\I'!=~ .\ ' , 8~/fT'-
="\'i"'I"11 k~~~\
IIII=::' ! '.," ~: ,", ,3, WCOC STAKE::
CX)~- I -~- PLANT TABLETS
-~ - BACI_FILL 111X
'lJ' 'SEE 5PECIFICATIONS)
: L ~-- PUDDLE AND SETTLE
18 BACKFILL MI.'
T"r c 3" EI'\RTH ShUCER AT PER,11ETER
JF PLANTiNG ~ELL
High Ground
Water Table
1<-1
+---+--+-
I
I ',i
I I ,I
I 2 -3 CINE ~ i,
, B"RI, ./
.L MIJLCf-t
'3
rl-"
r-
::t
u
iL
~ .-------
r-
~
4" ADS Pipe
(pertorated)
Crushed granite
or slag. Do not use
limestone or limerock.
Install around the
end of the 4" ADS pipe
to ecourge free
drainage.
Drain 10 retention pond or
other low area of slle.
Alternative is to punch through the
clay containment layer and drain
into sand layer.
~5'IPALM -IFtt
i 5
, PLA~~TING PIT ROOTBAlL DRAIN
NO SCALE
N<) SCALE
DO IIOT 'CANDlESTlCK'TRIM SABAlS PALMS
UNLESS SPECIFICALLY CALLED FOR
Of I THE PLAiNS
THIS DETAILS SHALL APPLY FOR ALL POORLY DRAINED
SITES. THE IMPLEMENTATION OF THIS DETAil SHAlL
BE THE RESPONSIBILITY OF THE LANDSCPE CONTRACTOR
UPON ASSESSMENT OF THE EXISTING SITE CONDITIONS.
THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT IF
THESE POORLY DRAINED CONDITIONS ARE FOUND DURING CONSTRUCTION.
~--------~~
~}'l~~~~~
~)
(20, '191 ,2iI
1
i1},'--,
'2?\'
'11'
'1QI
Date: 91. t2.iOJiOJ
Scale: ~ ""'3iOJ"
RevIsion:
No. DaIll:
Description:
14'
(~
!41
g
:~
.:'
~I
161
(gIl
\~\
171
(?~) (~)
11
oJ. -1
2 '3'
~I
14)
LEGi=~Jn'
1. PVC PIPE TO IRR. SY STEM -3*
2. PVC SCH. 40 COUPLING AND BUSHING -3* 2*
3. PVCSCH.80NIPPLE-2*x4*
4. GAlV. SCH. 40 90 DEG. ELL. -2*
5_ FINISH GRADE
6. ~IIBCO T -113 GATE VALVE -2*
7. GALV. SCH. 40 NI PPLE (LENGTH AS REQ"ID) -2*
8. GAL V. SCH. 40 TEE -2*
9. GARDEN VALVE -314*
10. GALV. SCH. 40 UNION -2*
11. WATTSPVB-2*
12. GAlV. SCH. 40 NIPPLE (lENGTH AS REQ"ID) -H/4*
13. PRESSURE RELIEF V ALV E -1 *
14. WELSEAL-4*x2*
15. WELL CASING (LENGHT AS REQ"ID) -4*
16. GALV. SCH. 40 DROP PIPE (LENGTH AS REQ"ID) -2*
17. FLOMATIC BRASS CHECK VALVE -2*
18. SUBMERSIBLE PUMP
19. 4* x 4* CONCRETE POST (LENGTH AS REQ*ID)
20. NOT NEEDED
21. FRANKLIN MOTOR CONTROL BOX
22. WELL -X-TROL PRESSURE TANK -WX -350
23. PRE-FABBED CONCRETE PAD -30* x 30*
24. GALV_SCH.40 90DEG.ELL.-1-V4*
25. SQUARE 0 PRESSURE SWITCH -ESG-2
26. LIQUID FILLED PRESSURE GAUGE/
2-1/2* DIAL/0-i40 PSI
27. GAL V. SCH. 40 TEE -1/4*
28. WATTSPVB-1 BRASS BALL VALVE-i/4*
29. GALV.SCH.40TEE-i -114*
30. GALV. SCH. 40 U 1'-1 I ON -1 -114*
ttm
JHl
lJ
"
'\;UBMERSIBLE PUMP A~,ID 5" WEll -PRESSURIZED SYSTEM DETAIL
Job No.
ALL PIPES
SHALL BE
WI"':"H FALLING PRESSURE (40 PSI)
PRESSURE SATISFIED (80 PS~).
FITTINGS EJ<POSED ABOVE GRADE
SCH.40 STEEL.
ELECTRICAL WIRING SHALL BE INSTALLED It'!
JDlJn TO MEET LOCAL ELECTRICAL CODES.
PRESSURE RELIEF 'jALVE T() EXHAUST AT 75 PSI.
Drawn by:
Checked by:
/
/
,
,
Sheet
\
)
/
l2
'''-1----//
~[p[EC~f~CA1r~O[N]~ & [))[E1rA~l~
Of 2 Sheets
~T1P' -4"
'l' OP 0fI eeARlNG
r
IxPOse TUe I=~AMING
--
GL.A&& eL.OCl<. &Y&TEM ~
,_~~A.mriMAeoNR'" &Y&TIlM \. ~
~Tlp .. ~
'l' OP Of! eeARlNG
?:
(
)
.'}
-$- 11'-4"
OP 0fI eEA~rNG
" I" I:
.
~cZl'-cZl"
'-PI'I=.I= .E.
.r<, k
--,""1 "
. '
~
&TIAL. Tue;
&T~UCTUIleAL.
&Y&TI!M &T ANOING &EAM
~ MIiT AL. ~OOt=ING
/ &Y&TEM
t.Y- G~APt-+IC&
'~1t' ~-- ':'~j'-'
I
I
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