First Street and Eustis Previous Sign Original Design Concept New Sign as of July 24, 2020 SR 29/New Market Road Previous Sign Original Design Concept Sign as of July 24, 2020 Landscaping will be added as noted on original concept plan Landscaping will be added after sign is completed ATTACHMENT 1
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First Street and Eustis Previous Sign Original Design Concept New Sign as of July 24, 2020
SR 29/New Market RoadPrevious Sign Original Design Concept Sign as of July 24, 2020
Landscaping will be added as noted on original concept plan
STAINLESS STEEL POTS- BOBE' MANUF. ® ROUNDFIRE POT 16"X24", POWDERCOAT BROWN, PROVIDEDRAINAGE AND IRRIGATION. WATERPROOF INSIDEWITH WATER TIGHT SEALANT, ANCHOR BOLT TOWALL - MANUF. SEE DETAIL, THIS SHEET.
SMOOTH FINISH STUCCO., TYP.(COLOR T.B.D.)
STRUCTURAL FOUNDATION FOOTER,SEE DETAIL THIS DRAWING.
My home
LOGO - CUSTOM ALUMINUM, AUTOMOTIVEPAINT (GRAPHIC STYLE & COLOR T.B.D. W/SIGN COMPANY) STUD MOUNTED, SUBMITSHOP DRAWINGS
ALUMINUM POTS WITH DRAINAGE.SEE DETAIL. THIS SHEET.
FLOODLIGHT - (1) LYTEPRO LED MICRO20W LPF1 PHILIPS STONCO AVAIL. AT SESCOLIGHTING AVAIL. AT 239-274-3759, DIRECTBURY TIE TO EXISTING ELECTRIC SOURCEPROVIDED BY IMMOK. MSTU SOURCES.SET LIGHT 4' FROM EDGE OF SIGN,COORDINATE LOCATION WITH MSTU REP.PLACE LIGHT ON ADJUSTABLE POLE FORPOSITIONING UP AND DOWN.
ALL PLUMBING SHALL BEPLACED ON THE BACKSIDEOF THE SIGN AND SECUREDTO THE SIGN WALL WITHPVC CLAMPS. ALL EXPOSEDPVC LINES SHALL BEPAINTED TO MATCH THESIGN.
1. All Precast. Color and fine Texture and Texture Samples to be submitted to Argofor approval prior to fabrication.
2. Masonry Wall and Columns - reinforced concrete block (see StructuralEngineering Drawings)
3. Sign Face 8"x8" scored stucco with 1/2" gaps.4. Wall Cap - Precast concrete to match owner Color and Texture Samples to be
submitted to owner for approval prior to fabrication.5. Sign Lettering - backlit. Verify lettering style, logo, color and finish w/ owner.
Submit color & finish samples for owner approval prior to fabrication.6. Stucco - Finish & Paint - Color and Texture Samples to be submitted to owner for
approval prior to fabrication.7. Contractor shall provide electrical conduit.8. Concrete Footing (see-Structural Engineers Drawings)
STRUCTURAL NOTES
1. The area under the foundation and 5' beyond shall be existing ground free of allorganic material and having a minimum bearing capacity of 2000 psf or structuralfill compacted to 95% of its modified proctor density.
2. All concrete shall have a minimum compressive strength of 3000 psi at 28 days.3. All reinforcing steel shall have a minimum tensile strength of 60,000 psi.4. The standard specifications of the florida department of transportation for road and
bridge construction, latest edition shall govern all construction, including materialsand workmanship, where applicable.
5. This structure has been designed in accordance with the 2014 Florida BuildingCode for 140 mph wind loads.
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3 NOTE: REQUEST BOTTOM OF POT TO BE CLOSED WITH BASE PLATE. HOLES FOR ANCHORINGHARDWARE AND DRAINAGE CONNECTIONS SHALL BE FIELD VERIFIED AND DRILLED ON SITE .
12 " PVC BULKHEAD FITTING, LIFEGARD® ACUATICS OR SIMILAR WITHLOW-PROFILE STRAINER. RECOMMENDED HOLE SIZE: 1 14 ". INSTALLBULKHEAD GASKET. EXTEND DRAIN LINE WITH PVC PIPE, SEE DETAIL.MEASUREMENTS ARE APPROXIMATE, FIELD VERIFY.
SECURE POT WITH (4) 1/2" X 3" REDHEAD® STAINLESS STEELWEDGE ANCHORS. APPLY RUBBER GASKET AT BASE OFWASHER. ADHERE TO MINIMUM EMBEDMENT DEPTH PERMANUFACTURER. INCREASE SCREW LENGTH IF NECESSARY TOACHIEVE MINIMUM EMBEDMENT DEPTH DUE TO THICKNESS OFPOT. MEASUREMENTS ARE APPROXIMATE, FIELD VERIFY.
12" STANDARD POT BASE DIMENSION
24" TOP POT DIMENSION
APPLY GRAVEL AT POT BASE WITH FILTER FABRICMEMBRANE PRIOR TO ADDING PLANTING MEDIA.
NOTE:REFER TO ENGINEERING STRUCTURAL DRAWINGSFOR ADDITIONAL SIGN CONSTRUCTION DETAILS.
AS NEEDED, 100% WATERPROOF OUTDOOR RATED, MOLD &MILDEW RESISTANT SILICONE SEALANT SHALL BE USED.
NOTE: CONTRACTOR TO PROVIDE NECESSARY DEMOLITION OFEXISTING SIGN, LIGHTING, AND ALL TREES, SHRUBS, AND GROUNDCOVERS WHICH ARE NOT TO REMAIN. CONTRACTOR SHALL CUT ANDCAP THE EXISTING IRRIGATION LINES AROUND THE CONSTRUCTIONAREA PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALLCOORDINATE WITH COUNTY STAFF ON ALL TIE-IN LOCATIONS FORBOTH IRRIGATION AND ELECTRICAL COMPONENTS. CONTRACTORSHALL COORDINATE REMOVAL OF EXISTING VEGETATION ASNECESSARY WHICH INTERFERE WITH THE PROPOSED PLANTING PLAN.
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OF PAVEMENT
EAST EUSTIS AVENUE ("E" AVE)
EDGE
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DEW
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74PL
41AZ
CR23
TV25
CD22
LE3
3FF
17BOU
2CH
1LIM
1PS
BRK395
BRK472 sf
FLO596 sf
SIGN
40'-5"
14'-10"
PL29 sf
MULCH Dark Brown, shredded hardwood mulch, No.2 quality or better Contractor to submit quantity with bid
TREES CODE QTY BOTANICAL NAME COMMON NAME HT. AND SPR. CAL SPEC. REMARKS
AJ 1 Abarema jupunba Puni 15 gal
LIM 2 Lagerstroemia indica `Muskogee` Lavender Crape Myrtle 12`-14` Ht. x 6` Spr., #45 gal. 3" cal. min. Multi trunk Specimen FL #1 or better
PALMS CODE QTY BOTANICAL NAME COMMON NAME HT. AND SPR. CAL SPEC. REMARKS
CH 2 Chamaerops humilis European Fan Palm 5` Ht. , Triple 4`-5` HT Specimen
PS 1 Phoenix sylvestris x `Cross` Triple Wild Date Palm 16` Ht. x 8`-10` Spr. Hvy. cal. Specimen
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE HT. AND SPR. SPACING REMARKS
BOU 17 Bougainvillea x Silhouette Silhouette Bougainvillea 3 gal 18"-24" ht. min. 36" O.C.
CD2 2 Canna flaccida `Dwarf` Dwarf Yellow Canna 1 gal
CLB 3 Clerodendrum chinensis Clerodendron 15 gal 4`-5` HT
COF 1 Cordyline fruticosa Ti Plant 7 gal 24" - 30" ht 36" O.C.
FF 3 Furcraea foetida False Agave 7 gal 30" Ht. x 30" Sprd. Variegated
HN 22 Hamelia nodosa Dwarf Firebush 3 gal 18" ht. x 18" Sprd. 36" O.C.
LE 3 Liriope muscari `Emerald Goddess` Liriope `Emerald Goddess` 1 gal 15" ht. x 15" spr.
SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME SIZE HT. AND SPR. SPACING REMARKS
AZ 41 Aechmea x `Pink Panties` Aechmea Pink Panties 1 gal. 18" o.c. Grants Farm
TV 25 Tulbaghia violacea Society Garlic 1 gal. 8" - 12" spr. 12" o.c.
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HT. / SPR. / SPEC. SPACING REMARKS
CR 23 Caladium x `Red Flash` Red Flash Caladium 1 gal min. 14" Ht. x 12" Sprd. 3ppp 18" o.c.
PL2 9 sf Pentas lanceolata `Graffiti Red Lace` Red Lace Graffiti Star Cluster 6" pots 12" ht.
NOTE: CONTRACTOR SHALL CUT AND CAP THE EXISTING IRRIGATIONLINES AROUND THE CONSTRUCTION AREA PRIOR TO START OFCONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH COUNTYSTAFF ON ALL TIE-IN LOCATIONS FOR BOTH IRRIGATION ANDELECTRICAL COMPONENTS.
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PALMS CODE QTY BOTANICAL NAME COMMON NAME HT. AND SPR. CAL SPEC. REMARKS
PS 1 Phoenix sylvestris x `Cross` Triple Wild Date Palm 16` Ht. x 8`-10` Spr. Hvy. cal. Specimen
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE HT. AND SPR. SPACING REMARKS
AR 1 Aechmea blanchetiana `Raspberry` Raspbery Bromeliad 7 gal 30" Ht. x 30" Sprd.
CM 6 Carissa macrocarpa Natal Plum 3 gal 18" Ht. x 18" Spr.
LE 33 Liriope muscari `Emerald Goddess` Liriope `Emerald Goddess` 1 gal 15" ht. x 15" spr.
YV 7 Yucca aloifolia `Variegata` Variegated Yucca 7 gal., 5 ppp, full 3` - 4` Ht. x 3` Spr. White striped variety
SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME SIZE HT. AND SPR. SPACING REMARKS
MP 7 Muhlenbergia capillaris `Pink Cloud` Pink Muhly 3 gal 15"-18" ht. x 15"-18" wd. 36" o.c.
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HT. / SPR. / SPEC. SPACING REMARKS
1. The site is to contain 100% Irrigation Coverage via an efficient system utilizing standards common to the industry. Retro-fit and tie intoexisting irrigation system.
2. The Irrigation system is to be controlled by a rain and/or wind sensor switch connected to the System controller. The location of the Systemcontroller is to be verified and coordinated as necessary to provide access and electrical connection(s).
3. Verify Pump and Equipment Locations with Owner.4. Irrigation sleeving locations indicated are diagrammatic and serve only as a guide for installation purposes. Irrigation sleeving is to be a
minimum of Schedule 40 PVC two times the size of irrigation pipe. This work is to be coordinated by the General Contractor. Sleeving shallbe clearly marked, flagged, or otherwise delineated above grade to avoid damage and provide ease of location for future use. Sleevingshall be utilized in areas where piping must cross a greater than 5' width, such as roads and walks.
5. Irrigation Contractor to verify all sleeving locations with the Owner / Developer / General Contractor prior to installation of all subsurface andproposed impervious surfaces. This Irrigation Plan is CONCEPTUAL for Code Minimum Purposes and will need further detailing uponfinalizing contracts from a selected Irrigation Designer / Landscape Architect of shoice.
6. Avoid overspray on pavement, buildings, etc. Utilize pressure-compensating heads for elimination of aerosol spray (This is a standardfeature of INST, Hunter spray heads).
7. Pipe sizing shall be determined by the Friction Loss Method and water velocity shall not exceed 5 cubic feet per second.8. Constant pressure piping shall be SCH 40 PVC.9. The Irrigation Contractor shall supply As-built Drawings and material cut sheets upon installation completion and as a term of Final
Acceptance. This cost shall be accommodated in the bid.10. Zones shall be marked in the controller box and corresponding valves shall have affixed to the Valve Cover a waterproof, fade-resistant tag.11. Verify installation and parts warranty prior to Contract execution.12. Irrigation heads in planting beds shall be 12" pop-up minimum and 6" pop-up minimum in sod areas. Risers, if installed, shall be black pvc
consistent with later piping. Verify remaining type(s), if necessary. Install quick couplers as required or as noted.13. This system shall be automated, provide a moisture sensing device, and will avoid the application (or indirect runoff of irrigation water) of
water to impervious areas.14. This system shall utilize bubblers on the required trees.15. The Irrigation Meter if required shall be supplied by the General Contractor.
EOP
EXISTING SOD
EXISTING SOD
EXISTING SOD
EXISTING SOD
EXISTING SOD
EXISTING RIP-RAP
RETRO-FIT AND TIE INTO THE EXISTING IRRIGATION.ENSURE 100% COVERAGE AND OVERLAP.
RETRO-FIT AND TIE INTO THE EXISTING IRRIGATION.ENSURE 100% COVERAGE AND OVERLAP.
BROOKSTONE
BROOKSTONE
EXISTING SOD
EXISTING SOD
IRRIGATION LEGEND
Irrigation Lateral Line
Sleeving Locations (See Irrigation Notes #4 & 5)
SLEEVES
TRIANGULAR LAYOUT TYPICALSPACING DEPENDENT ON PERFORMANCESPECIFICATION AND AVAILABLE WATER SUPPLY
IRRIGATION HEAD TYPICAL
PVC LATERAL PIPINGSIZE TO BE DEPENDENT OF FLOWREQUIREMENTS OF IRRIGATION ZONE
ELECTRIC SOLENOID VALVECONTROLLED BY AUTOMATICTIME TYPICAL
SPRAY PATTERN OR ROTOR TRAVELTO BE ADJUSTABLE TO ELIMINATE OVER SPRAY
ONTO BUILDINGS, PAVEMENT OR EXISTINGNATIVE VEGETATION AREAS.
TYPICAL SPRAY IRRIGATION ZONE DIAGRAM
ADD IRRIGATION HEADSAS NEEDED.
ADD IRRIGATION BAYSAS NEEDED.
IRRIGATION LAYOUT NOTES:1. ALL LAYOUTS TO USE TRIANGULAR HEAD TO HEAD SPACING TO ACHIEVE 100%COVERAGE OF REQUIRED AREA.
2. SPRAY TYPE HEADS AND ROTOR TYPE HEADS TO UTILIAE3 THE SAME SCHEMATIC ZONE LAYOUTPATTERN (TRIANGULAR). HEAD SPACING TO BE DETERMINED BY HEAD TPE AND PERFORMANCESPECIFICAITONS.
3. SPRAY HEAD ZONES AND ROTOR HEAD ZONES SHALL BE CONTROLLEDSEPERATELY BY AUTOMATIC CONTROL TIMER EQUIPPED WITH MINI-CLICK II RAIN SENSOR OREQUIVALENT.
TURF ZONE
SHRUB ZONE
SHRUB ZONE
CONNECT TO WATER SOURCE.
CONNECT TO ELECTRICAL SOURCE TO RUNAUTOMATIC SPRINKLER CLOCK (CONTRACTORTO PROVIDE) PROVIDE ADEQUATE SIZE TO HANDLETHE MINIMUM AMOUNT OF PROPOSED LANDSCAPING.
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NOTE: CONTRACTOR SHALL CUT AND CAP THE EXISTING IRRIGATIONLINES AROUND THE CONSTRUCTION AREA PRIOR TO START OFCONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH COUNTYSTAFF ON ALL TIE-IN LOCATIONS FOR BOTH IRRIGATION ANDELECTRICAL COMPONENTS.
1. Verify Palm species for trimming requirement(s).2. For Sabal Palms, verify if booted
Palm Staking DetailN.T.S.
ArborBraceÒ(305) 992-4104
ArborBracePalm Brace System -minimum of 3 per palm
Toe Nail 3 - 2"x4"Wood Braces to BattensDO NOT nail into trunkof palm
Flag (min. of 2 locations;6" and 5' above grade) forvisibilityKeep mulch 6" From Base/ Root ball flush withexisting grade
3" Mulch
3" Depression
Soil and FertilizerAs Specified2" x 4" x 24" Stakeat or 3" Below Grade
GradyMinor
Civil Engineers
Landscape Architects
Land Surveyors
planners
Bonita Springs 239.947.1144
Fort Myers 239.690.4380
www.GradyMinor.com
15' o
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ROOT BARRIER ZONE:Building, sidewalk, or pavededges occurring within thiszone shall be protected andmaintained from tree rootswith the aid of a root barrier
PLAN*THICKENED EDGE/SIDEWALK SECTION
* ALTERNATE METHOD = SET ROOTBARRIER MATERIAL FLUSH AGAINSTSIDEWALK PER MANUFACTURERSPECIFICATION. VERIFY FOR CODECOMPLIANCE PRIOR TO INSTALLATION.
18" MIN BELOW FINISHED GRADE
SIDEWALK
PLANTING AREA
18" M
IND
EPTH
10' OR LESS TO SIDEWALK,PAVED AREA ORUNDERGROUND
UTILITY
MAX 2" BELOW ADJACENT GRADE. LANDSCAPE MAINTENANCE CONTRACTOR TO MONITOR ANDMAINTAIN THIS BARRIER INPERPETUITY.
ALTERNATE SECTIONROOT BARRIER DETAILNOT TO SCALE
4" MINWIDTH
BARRIER/PROTECTION.SUITABLE ROOT ENGINEER FOR STRUCTURAL CONSULT BUILDING CONTRACTOR. LANDSCAPE LOCATIONS FOR THE THICKENED EDGE FLAG AND/OR MARK
AREA CONTAINING SIDEWALK,PAVED AREA, ORUNDERGROUND
UTILITY
10' or
less
20' RM
in.
20' Root Barrier
Zone (typ.)
ROOT BARRIER (TYP.)
BASE AND/OR SUBGRADE PERSTRUCTURAL ENGINEER
DEEPROOT® ROOT BARRIER OR4" WIDE MIN REINFORCED CURBOR APPV'D EQUAL
LANDSCAPE INSTALLATION NOTES:1. ALL PLANT MATERIAL MUST BE FLORIDA NO. 1.2. A SET OF CONSTRUCTION DOCUMENTS AND/OR APPROVED CODE-REQUIRED PLANS SHALL BE
ON SITE AT ALL TIMES.3. ALL UTILITIES, EASEMENTS, RIGHT-OF-WAY, OWNERSHIP, AND/OR OTHER SURVEY DATA SHALL
BE VERIFIED BY THE GENERAL CONTRACTOR, SITEWORK CONTRACTOR, AND/OR LANDSCAPECONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK.
4. COMPLIANCE / PERMIT ACQUISITION AND/OR DISPLAY IS REQUIRED FOR CODE-RELEVANTREQUIREMENTS (SUCH AS, BUT NOT LIMITED TO: REMOVALS, TRIMMING, REPLACEMENT, ETC.).
5. VERIFY PLANT QUANTITIES AND SPECIFICATIONS WITH THE LANDSCAPE ARCHITECT (ALSOREFERENCED AS "L.A." HEREAFTER). NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IFDISCREPANCIES ARE NOTED. PLANTING PLAN SHALL TAKE PRECEDENCE OVER 'PLANT LISTQUANTITIES.' THE L.A. RESERVES THE RIGHT FOR MATERIAL REJECTION IF THE INSTALLATIONDOES NOT CORRESPOND TO THE PLANT LIST 'SPECIFICATION / REMARK'.
6. PLANT MATERIAL IS TO BE FLORIDA GRADE #1 MINIMUM AND FLORIDA FANCY FOR PLANTMATERIAL SPECIFIED AS "SPECIMEN." TREES ARE TO BE CONSIDERED SINGLE TRUNK AND MEETTHE MINIMUM STANDARD FOR CODE WITHIN THE APPLICABLE JURISDICTION.
7. SIZES/SPECIFICATIONS ARE CONSIDERED MINIMUM. INSTALLATION MATERIAL IS TO MEET OREXCEED THESE REQUIREMENTS - VERIFY ANY DISCREPANCY PRIOR TO MATERIAL PURCHASE,DELIVERY, AND/OR INSTALLATION.
8. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF PLANT MATERIAL WITH THELANDSCAPE ARCHITECT PRIOR TO INSTALLATION - CONTACT THE L.A. FOR SPECIFIC GUIDELINES.IF A SITE CONFLICT / POTENTIAL IS NOTED, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TOMATERIAL INSTALLATION. THE L.A. RESERVES THE RIGHT FOR MATERIAL RELOCATION IF THEINSTALLATION DOES NOT CORRESPOND TO THE PLANTING PLAN.
9. THE LANDSCAPE CONTRACTOR AND/OR IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FORDAMAGED SITE UTILITIES, INFRASTRUCTURE, ETC. REPAIR / REPLACE SHALL BE AREQUIREMENT.
10. VERIFY SITE REMOVALS, RELOCATIONS, AND/OR PROTECTED ITEMS PRIOR TO BIDPREPARATION. THIS MAY INCLUDE BUT NOT BE LIMITED TO: SOD, SOIL, PLANT MATERIAL,STUMPS, ETC. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO COMPLETE WORK ASOUTLINED WITH THE PLANTING PLAN(S), SPECIFICATIONS, AND NOTES.
11.QUANTITIES AND SPECIFICATION ARE SUBJECT TO ADJUSTMENT, RELOCATION, AND/ORREMOVAL DURING OR AFTER THE INSTALLATION AND SUBSEQUENT APPROVAL PROCESS BY THEL.A.
12.EXOTIC(S) OR NUISANCE PLANTS AS DEFINED BY THE LOCAL AGENCY(IES) SHALL SUPERCEDESTATE REQUIREMENTS; HOWEVER, THE FLORIDA EXOTIC PEST PLANT COUNCIL (FLEPPC)AND/OR UF-IFAS STANDARDS SHALL BE USED AS A DATABASE TO JUSTIFY REMOVALS IF NOLOCAL ORDINANCE/CODE REQUIREMENT EXISTS.
13.THE LANDSCAPE CONTRACTOR SHALL EXECUTE PRUNING VIA A CERTIFIED ARBORIST ANDUSING STANDARDS AS ESTABLISHED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE. ALLPRUNING, UPON REQUEST, SHALL BE ADVISED BY THE L.A.
14.TREES AND PALMS OVER 9' IN HEIGHT SHALL BE STAKED.15.THE LANDSCAPE CONTRACTOR AND/OR IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR:
A. PLANT WARRANTIES AND REPLACEMENTS, AS SPECIFIED WITHIN THEIR RESPECTIVEAGREEMENT(S)
B. PLANT MATERIAL MAINTENANCE UNTIL "SUBSTANTIAL COMPLETION"C. PLANT MATERIAL PROTECTION ADEQUACYD. SCOPE OF WORK VERIFICATION AND EXECUTIONE. COORDINATION OF ALL SUBCONTRACTOR(S)
15.THE OWNER / GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR: 1- PROVIDING FINAL GRADE,SITE ACCESS, SECURITY OF THE SITE 2- CONTRACT REVIEW AND ACCEPTANCE OF TERMS 3-PLANT / IRRIGATION MAINTENANCE COORDINATION 4- PAYMENT MILESTONES.
Irrigation Lateral Line: CPVC Schedule 40 362.5 l.f.
Valve Number
Valve Flow
Valve Size
Valve Callout
###"
NO SCALE
RAIN-CLIK
INSTALLATION DETAIL
WALL
NOTE:MOUNT RAIN-CLIK ON ANY SURFACE WHERE ITWILL BE EXPOSED TO UNOBSTRUCTED RAINFALL,BUT NOT IN THE PATH OF SPRINKLER SPRAY.
LEAD WIRES TO CONTROLLER
NO SCALE
WIND-CLIK
INSTALLATION DETAIL
WALL
WIND-CLIK
LEAD WIRES TO CONTROLLER
NOTE:WIND OBSTRUCTION SHOULD BE AVOIDED, OFCOURSE; HOWEVER, WHEN BUILDINGS ARE NEARBY,THE WIND-CLIK SHOULD BE LOCATED SO THATTHE PREVAILING WIND DIRECTION IS NOT OBSTRUCTED.GOING UP HIGH IS NOT ALWAYS NECESSARY;HOWEVER, IT IS A GOOD WAY TO AVOIDOBSTRUCTIONS. WIND SPEEDS OFTEN VARYACCORDING TO GROUND HEIGHT, AND FOR IRRIGATIONSYSTEM CONTROL THE WIND SPEED ABOUT 6 FEETABOVE GROUND WOULD BE A GOOD REPRESENTATIVEHEIGHT FOR THE WIND-CLIK PLACEMENT.
PVC MAIN LINE
PLASTIC VALVE BOX
FINISH GRADE
WITH COVER
NO SCALE INSTALLATION DETAIL
FLOW-CLIK
MASTER VALVE
WIRES TOINTERFACEPANEL
NO SCALE INSTALLATION DETAIL
ICC-PL
3/4"(19mm) CONDUIT FOR 120/230 VAC
1-1/4", 1-1/2" OR 2" (32, 40 OR 50mm)CONDUIT FOR VALVE WIRES