HomeMy WebLinkAboutApproved MGF Civil Plans 4-5-19& SITEL:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-000) 180015 CS.dwg, 4/5/2019 11:36:50 AM, _AutoCAD PDF (Smallest File).pc3
WATER SYSTEM NOTES :SEWERAGE SYSTEM NOTES :’’GENERAL NOTES :PAVING AND DRAINAGE NOTES :EROSION AND SEDIMENT CONTROL NOTES :DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-001) 180015 GN.dwg, 4/5/2019 11:36:56 AM, _AutoCAD PDF (Smallest File).pc3
MONROE AVENUEHARRISON AVENUEMAGNOLIA AVENUEMAGNOLIA AVENUE
ORANGE AVENUE ORANGE AVENUEJACKSONAVENUE
JACKSONAVENUEAVON-BY-THE SEABLOCK 33PARKLOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19NOTES:LEGEND:ABBREVIATIONS:L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(CD-100) 180015 EC DM.dwg, 4/5/2019 11:37:05 AM, _AutoCAD PDF (Smallest File).pc3
MONROE AVENUEMAGNOLIA AVENUE
ORANGE AVENUEJACKSONAVENUE
JACKSONAVENUEPARKDRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19SITE INFORMATION:NOTES:LEGEND:KEYMAPN.T.S.C-101C-102L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-101) 180015 SS.dwg, 4/5/2019 11:37:15 AM, _AutoCAD PDF (Smallest File).pc3
HARRISON AVENUEMAGNOLIA AVENUE
ORANGE AVENUE JACKSONAVENUEJACKSONAVENUEAVON-BY-THE SEABLOCK 33LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19SURVEYOR'S NOTES:DESCRIPTION:PARKING REQUIREMENTS:ABBREVIATIONS:KEYMAPN.T.S.C-101C-102LEGEND:L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-102) 180015 SS.dwg, 4/5/2019 11:37:25 AM, _AutoCAD PDF (Smallest File).pc3
MONROE AVENUEMAGNOLIA AVENUE
ORANGE AVENUEJACKSONAVENUE
JACKSONAVENUEPARKDRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19KEYMAPN.T.S.C-103C-104NOTES:SLEGEND:ABBREVIATIONS:L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-103) 180015 PD.dwg, 4/5/2019 11:37:35 AM, _AutoCAD PDF (Smallest File).pc3
HARRISON AVENUEMAGNOLIA AVENUE
ORANGE AVENUE JACKSONAVENUEJACKSONAVENUEAVON-BY-THE SEABLOCK 33LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19KEYMAPN.T.S.C-103C-104NOTES:SLEGENDABBREVIATIONS:L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-104) 180015 PD.dwg, 4/5/2019 11:37:50 AM, _AutoCAD PDF (Smallest File).pc3
MONROE AVENUE
MAGNOLIA AVENUEORANGE AVENUEJACKSON
AVENUE
JACKSON
AVENUE
PARK
DRAWING NO.:
DATE:
JOB NO.:
CHECKED BY:
DRAWN BY:
DRAWING TITLE:
CAPE CANAVERAL
MULTI
GENERATIONAL
FACILITY
7920 ORANGE AVE., FL.
04/02/19
180015
PAR
DAL
SUBMITTALS
CONSTRUCTION DOCS
FOR PERMIT
02/27/19
DAVID A. LAVENDER, P.E.
FL. LICENSE #66400
ISSUED FOR
PERMIT
FOR CLIENT REVIEW 03/05/19
COCOA WATER REV.04/02/19
KEYMAP
N.T.S.
C-105
NOTES:LEGEND
FIRE PREVENTION NOTES:
FIRE FLOW COMPUTATIONS: L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-105) 180015 W-S.dwg, 4/5/2019 11:38:06 AM, _AutoCAD PDF (Smallest File).pc3
DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19NOTES:L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-500) 180015 PD-D.dwg, 4/5/2019 11:38:17 AM, _AutoCAD PDF (Smallest File).pc3
DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19NOTES:L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-501) 180015 PD-D.dwg, 4/5/2019 11:53:34 AM, _AutoCAD PDF (Smallest File).pc3
DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19NOTES:L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-502) 180015 W-D.dwg, 4/5/2019 11:38:27 AM, _AutoCAD PDF (Smallest File).pc3
DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19NOTES:L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-503) 180015 W-D.dwg, 4/5/2019 11:38:31 AM, _AutoCAD PDF (Smallest File).pc3
DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19NOTES:L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-504) 180015 S-D.dwg, 4/5/2019 11:38:36 AM, _AutoCAD PDF (Smallest File).pc3
” – ” – – ”– – – – ””“” ” ”’ ” ” ” ” ” ” “” ¾” “” ” ” ” ”” ”” ”“”” DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-701) 180015 WTP.dwg, 4/5/2019 11:53:43 AM, _AutoCAD PDF (Smallest File).pc3
¾” ” “” ” “” “”” ” “” “” “” “” ’“”” ”” ”’” ” ” ” ’DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-702) 180015 WTP.dwg, 4/5/2019 11:53:48 AM, _AutoCAD PDF (Smallest File).pc3
“”“” “”“” ”””” ” ” ” ” ” ” ” ” “”DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-703) 180015 WTP.dwg, 4/5/2019 11:53:53 AM, _AutoCAD PDF (Smallest File).pc3
MONROE AVENUE
HARRISON AVENUE MAGNOLIA AVENUEMAGNOLIA AVENUEORANGE AVENUEORANGE AVENUEJACKSON
AVENUE
JACKSON
AVENUE
DRAWING NO.:
DATE:
JOB NO.:
CHECKED BY:
DRAWN BY:
DRAWING TITLE:
CAPE CANAVERAL
MULTI
GENERATIONAL
FACILITY
7920 ORANGE AVE., FL.
04/02/19
180015
PAR
DAL
SUBMITTALS
CONSTRUCTION DOCS
FOR PERMIT
02/27/19
DAVID A. LAVENDER, P.E.
FL. LICENSE #66400
ISSUED FOR
PERMIT
FOR CLIENT REVIEW 03/05/19
COCOA WATER REV.04/02/19
L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-704) 180015 SWPP.dwg, 4/5/2019 11:38:59 AM, _AutoCAD PDF (Smallest File).pc3
DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY7920 ORANGE AVE., FL.04/02/19180015PARDALSUBMITTALSCONSTRUCTION DOCSFOR PERMIT02/27/19DAVID A. LAVENDER, P.E.FL. LICENSE #66400ISSUED FORPERMITFOR CLIENT REVIEW03/05/19COCOA WATER REV.04/02/19L:\Engineering\DWG\2018\180015 Cape Canaveral Multi-Generational Center\Eng Dwgs\(C-705) 180015 MOT.dwg, 4/5/2019 11:39:07 AM, _AutoCAD PDF (Smallest File).pc3
L:\Survey\Projects\180015 Cape Canaveral Multi-Generational Center\180015 Cape Canaveral Multi-Generational Center\Drawings\CAD\180015.dwg, Boundary Topo & Trees SHTS 1-3, 6/5/2018 8:59:49 AM, dgiovannini
L:\Survey\Projects\180015 Cape Canaveral Multi-Generational Center\180015 Cape Canaveral Multi-Generational Center\Drawings\CAD\180015.dwg, Boundary Topo & Trees SHTS 1-3, 6/5/2018 9:00:50 AM, dgiovannini
L:\Survey\Projects\180015 Cape Canaveral Multi-Generational Center\180015 Cape Canaveral Multi-Generational Center\Drawings\CAD\180015.dwg, Boundary Topo & Trees SHTS 1-3, 6/5/2018 9:01:19 AM, dgiovannini
MONROE AVENUEMAGNOLIA AVENUE
ORANGE AVENUEJACKSONAVENUE
JACKSONAVENUEDRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY901 ORANGE AVE., FL.FOR REVIEWNOT FORCONSTRUCTION03/05/192018.12EJHEJHSUBMITTALSEXISTING TREESTO BE REMOVEDTREE TABLEEXISTING TREESTO BE REMOVEDDENOTED BY SLASHNOTE: SEE SHEET L-103 FOR TABLEOF MITIGATION REQUIREMENTS FOREXISTING TREES TO BE REMOVEDL-101EXISTING TREETO REMAINEXISTING TREETO BE REMOVEDLEGENDFOR CLIENT REVIEW03/05/19LandscapeArchitectureEDWARD J. HAECK, R.L.A.FL. REG. LA0001147
HARRISON AVENUEMAGNOLIA AVENUE
ORANGE AVENUE JACKSONAVENUEJACKSONAVENUETREE TABLEDRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY901 ORANGE AVE., FL.FOR REVIEWNOT FORCONSTRUCTION03/05/192018.12EJHEJHSUBMITTALSEXISTING TREESTO BE REMOVEDEXISTING TREESTO BE REMOVEDDENOTED BY SLASHNOTE: SEE SHEET L-103 FOR TABLEOF MITIGATION REQUIREMENTS FOREXISTING TREES TO BE REMOVEDL-102EXISTING TREETO REMAINEXISTING TREETO REMAINLEGENDLandscapeArchitectureFOR CLIENT REVIEW03/05/19
X = O.C. SPACING FOR GROUNDCOVER PLANTS AS PROVIDED IN PLANT LISTY = O.C. SPACING FOR SHRUB PLANTS AS PROVIDED IN PLANT LISTEDGE OF SIDEWALK, OR OTHER PAVEMENTVARIOUS UTILITY EQUIPMENTN.T.S.GROUNDCOVER PLANT 'X'BACK OF CURB OR SIDEWALKSHRUB 'Y'PLANT SPACING DETAILY (IN.)Y (IN.)Y (IN.)X (IN.)X (IN.)2 x Y (INCHES)Y (IN.)SHRUB-GROUNDCOVER PLANTING DETAILN.T.S.EXISTINGSUBGRADEMULCHEVENLY SPREAD 3" WATERING SAUCERTEMPORARY3" LAYER OF FINISHED GRADEBACKFILL PLANTING HOLES WITHLOOSE NATIVE SOIL OR CLEANSAND FILL2X ROOT BALLNO MULCH WITHIN3" OF PLANT STEMSSHALL BE 1" BELOWPAVEMENT GRADEPAVEMENT (SIDEWALK,CURB OR PARKING)TOP OF MULCH LAYERO.A. SPREADO.C. SPACINGNOTE : ALL CONTAINERIZED ROOT BALLS SHALL BE FULL AND DETAIL - PLAN VIEWEXISTING TREE PROTECTION BARRIEREXISTING TREE CANOPY DRIPLINEINSTALL 2" X 4" X 4' STAKES AT OUTSIDEC EDGEOF ROOT PROTECTION ZONE AT 6' O.C SPACINGTIE STAKES TOGETHER WITH 3 STRANDVINYL CORD. WEAVE CORD THROUGH TWICE AT 3' HEIGHT ABOVE GRADETIE MIN. 12" LENGTH OF YELLOWSURVEYORS RIBBON TO EACH STAKEAND TO CORD AT MID-POINTSBETWEEN STAKESNOTE: INSTALL TREE PROTECTIVE BARRIERBEFORE WORK COMMENCES AND LEAVE IN PLACE UNTIL FINAL INSPECTION. DO NOT ALLOW ANY INTRUSION OF VEHICLES OR MATERIALS STORAGE INSIDE BARRIER.NOTE: EXCAVATE AND REMOVEALL COMPACTED SUBGRADE(NON-PERCOLATING SOIL)FROM PLANTING HOLENOTE: MOVE FENCE INSIDE ROOT PROTECTIONZONE WHERE APPROVED CURBING, PAVEMENT,OR WALL FOOTERS ARE TO BE LOCATED36" ORANGE EROSION CONTROL FENCING. WRAP CORD AROUND STAKES PLANT LISTSOLID UPON REMOVAL FROM CONTAINER AT PLANTINGEXISTING FINISHEXISTING SUBGRADEN.T.S.BARE ROOT BALLC.T. HEIGHTEVENLY SPREAD 3" LAYEROF MULCH, KEEP MULCH 3"INCHES AWAY FROM TRUNKEARTH SAUCER 3" HIGHTEMPORARYNOTE: TRUNKS ARE TO BE FREEFROM SCARS, BURN MARKS OR NAILHOLES. STAKE PALMS IF REQUIREDTO MAINTAIN PLUMB TRUNKS.BACKFILL MIXTURE (SEESPECIFICATIONS)CROP ALL FRONDSFROM CROWNCABBAGE PALM PLANTING DETAILLANDSCAPE NOTES:1. THIS PLAN IS SUBMITTED FOR REVIEW AS REQUIRED FOR CITY OD CAPE CANAVERAL SITE PLAN APPROVAL. ALL CHANGES ARE TO BEAPPROVED BY CITY.2. ALL CLEARING AND PLANTING INSTALLATIONS ARE TO BE IN ACCORDANCE WITH THE CITY LAND CLEARING REGULATIONS.3. ALL NUISANCE EXOTIC VEGETATION EXISTING ON SITE MUST BE REMOVED IN CONJUNCTION WITH DEVELOPMENT.4. ALL NEW PLANT MATERIALS ARE TO BE FLORIDA #1 GRADE OR BETTER AS DEFINED IN "GRADE STANDARDS FOR NURSERY PLANTS",2013 EDITION, PUBLISHED BY FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF PLANT INDUSTRY.5. UPON FINAL INSPECTION, ANY PLANT THAT APPEARS TO BE DAMAGED OR IN SHOCK SO THAT IT IS NO LONGER FLORIDA GRADE #1 WILLBE REMOVED AND REPLACED WITH A GRADE #1 PLANT OF THE SAME SPECIFIED TYPE AND SIZE, UNLESS A SUBSITUTE IS APPROVED BYOWNER AND THE COUNTY.6. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE AND SURVIVAL OF ALL REQUIRED PLANTS AND GRASS IN PERPETUITY.7. ALL PLANT MATERIALS ARE TO BE INSTALLED WITH SOUND HORTICULTURAL PRACTICE, IN SOIL THAT IS SUITABLE FOR PLANT GROWTHWITH ADEQUATE DRAINAGE.8. PLANT MATERIALS ARE TO BE FERTILIZED WITH 6 MONTH SLOW-RELEASE 12-6-18 FORMULA (OR EQUIVALENT 2-1-3 RATIO) FERTILIZERWITH COMPLETE MINOR ELEMENTS.9. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL STORMWATER DRAINAGE FACILITIES AND UTILITIES PRIOR TO ANYEXCAVATION. DO NOT PLANT ANY MATERIALS OR INSTALL FINISH GRADE IN ANY LOCATION THAT WILL INTERFERE WITH THOSE UTILITIES,FACILITIES OR DRAINAGE PATTERNS.10. ALL LANDSCAPE BED AREAS ARE TO HAVE A 3" LAYER OF SPECIFIED MULCH. DO NOT INSTALL MULCH IN THE BOTTOM OF ANY SWALESOR STORMWATER PONDS. DO NOT INSTALL MULCH AGAINST ANY PLANT TRUNKS OR STEMS. DO NOT INSTALL MULCH WITHIN 3" OF PLANTTRUNKS OR STEMS. SEE PLANTING DETAILS PROVIDED IN THESE PLANS.11. ALL TREES IN SOD AREAS ARE TO HAVE A 4' DIAMETER RING WITH A 3" LAYER OF MULCH AROUND THE TRUNKS.12. FIELD ADJUST LOCATION OF TREES TO AVOID FUTURE OBSTRUCTIONS. FIELD ADJUST TREE PLANTING LOCATIONS SO THAT FUTURECONFLICTS WITH UTILITIES IS AVOIDED.13ALL PLANTS ARE TO BE PLANTED IN HOLES WHICH ARE TWICE THE WIDTH OF THE ROOT BALL. ALL PLANTING HOLES ARE TO BEBACKFILLED WITH NATIVE SAND OR SUITABLE LOAM FILL. THE TOP 13 OF THE PLANTING HOLES (EXCEPT CABBAGE PALMS) ARE TO BEBACKFILLED WITH MIXTURE OF 12 NATIVE SAND AND 12 PLANTING MIX CONTAINING 7%-8% DECOMPOSED ORGANICS.14. TREES WITH DAMAGED TRUNKS, INCLUDING DAMAGE FROM STAKING AND HANDLING, ARE NOT ACCEPTABLE. ALL TREE TRUNKS ARETO BE STRAIGHT, FREE FROM SCARS, HOLES, BURNS, BULGES OR GIRDLE MARKS, AND ARE TO HAVE A CONSISTENT CALIPER SIMILAR TOOTHER PLANTS OF THE SAME SPECIES, UNLESS OTHERWISE APPROVED IN WRITING BY OWNER AND COUNTY.15. ALL NEW SOD SHALL BE FERTILIZED WITH A 6-MONTH SLOW-RELEASE, 12-6-18 FORMULA (OR OTHER 2-1-3 RATIO FORMULA) FERTILIZERHAVING COMPLETE MINOR NUTRIENTS, INCLUDING MIN. 0.5% IRON. APPLY 1 LB. OF NITROGEN PER 1,000 SQ. FT. OF SOD. TOPDRESSFERTILIZER IN ALL SOD AREAS ONLY AFTER IRRIGATION SYSTEM IS FULLY OPERATIONAL.16. ALL AREAS WITHIN LIMITS OF PROJECT ARE TO BE FULLY SODDEN WITH NEW SOD.17. ALL AREAS OUTSIDE OF LIMITS OF CONTRACT THAT ARE DISTURBED BY CONSTRUCTION SHALL BE FULLY SODDEN.18. ALL NEW TREES, SHRUBS, AND SOD ARE TO BE THOROUGHLY HAND WATERED WITHIN 24 HOURS AFTER INSTALLATION AND ONCEEVERY OTHER DAY FOR TWO WEEKS. DURING PERIODS OF DROUGHT, HAND WATERING IS TO BE PROVIDED FOR 4 WEEKS.19.ALL TREES ARE TO HAVE A TEMPORARY 3" HT. EARTHEN SAUCER CONSTRUCTED TO FACILITATE HAND WATERING. RAKE OUTEARTHEN SAUCER BEFORE MULCHING.20. A SMOOTH FINISH GRADE IS TO BE INSTALLED IN ALL LANDSCAPED AREAS. THE TOP OF THE ROOT ZONE OF SOD AND THE TOP OF THE3" LAYER OF MULCH ARE TO BE 1" BELOW ALL ADJACENT CONCRETE.21. LANDSCAPE TREES OR SHRUBS SHALL NOT BE INSTALLED WITHIN 5' OF ANY FIRE HYDRANT OR MECHANICAL EQUIPMENT. ONLY SODOR MULCH IS TO BE INSTALLED WITHIN 5' OF SUCH EQUIPMENT. SEE PLANT SPACING DETAIL PROVIDED IN THESE PLANS.22. ALL NEW TREES AND PALMS (EXCEPT CABBAGE PALMS) OVER 10' HEIGHT ARE TO BE GUYED AND STAKED WITH THE 'ANCHOR GUY'TREE STAKING SYSTEM OR APPROVED EQUAL HAVING TRIANGULATED, ADJUSTABLE LENGTH, RUBBER OR FABRIC STRAPS, ANDGALVANIZED STEEL ANCHORS.23. AS SHOWN IN THE PLANT SPACING DETAIL PROVIDED IN THESE PLANS, ALL PLANTS ARE TO HAVE PROPER SPACING FROM EACHOTHER, FROM PLANTS OF OTHER SPECIES AND FROM BUILDINGS, PAVEMENT, WALKWAYS AND EQUIPMENT.24. CONTRACTOR IS TO PROVIDE 12 MONTH WARRANTY TO OWNER FOR ALL PLANT MATERIALS. ALL SOD IS TO HAVE A 6 MONTHWARRANTY..26. ALL LANDSCAPE MATERIAL IN SHOCK MUST BE REPLACED PRIOR TO FINAL ACCEPTANCE.27. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IS TO BE INSTALLED TO COVER ALL NEW PLANTS AND SOD. A RAIN SENSORDEVICE IS TO BE INSTALLED AND CONNECTED TO THE IRRIGATION CONTROLLER.NOTE: STAKE ALL TREES OVER 10' OA. HT.TOP OF ROOT BALL TOBE SET AT 1.5" ABOVEFINISH GRADETREE PLANTING DETAILN.T.S.ROOT BALLEVENLY SPREAD 3" LAYER OFMULCHNO MULCH ON HALF OF ROOTBALLTREE STAKING SYSTEM TO HAVE (3)TRIANGULATED RUBBER STRAPSTREE STAKING SYSTEM3" HT. TEMPORARYWATERING SAUCERTO BE REMOVED ATTIME OF MULCHING"J-SHAPE" STEELSTAKES (16" LONG)FOR TREE STAKINGSYSTEMO.A. SPREADD.B.H. EQUALS 4.5'ABOVE FINISH GRADECAL. EQUALS 0.5'ABOVE FINISH GRADEPLANTING HOLE TO BE 2XWIDTH OF ROOT BALLBACKFILL MIXTURE (SEESPECIFICATIONS)PLANTING HOLE TO BE 2XWIDTH OF ROOT BALLNOTE : SEE PLANT SPACINGDETAIL ON THIS SHEETDRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY901 ORANGE AVE., FL.FOR REVIEWNOT FORCONSTRUCTIONEDWARD J. HAECK, R.L.A.FL. REG. LA000114703/05/192018.12EJHEJHSUBMITTALSL-103LANDSCAPEDETAILS & NOTESFOR CLIENT REVIEW03/05/19LandscapeArchitecture
MONROE AVENUEMAGNOLIA AVENUE
ORANGE AVENUE
JACKSONAVENUEMONROE AVENUEMAGNOLIA AVENUE
ORANGE AVENUE
JACKSONAVENUEDRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY901 ORANGE AVE., FL.FOR REVIEWNOT FORCONSTRUCTION03/05/192018.12KLBEJHSUBMITTALSFOR CLIENT REVIEW03/05/19LANDSCAPE PLANNORTHL-104(DR) ROYAL POINCIANAPLANT SYMBOL LEGEND(MG) SOUTHERN MAGNOLIA(SP) CABBAGE PALM (DT) BLUEBERRY FLAX LILY (ZP) COONTIE(UD) DRAKE ELM(TJ) CONFEDERATE JASMINE(MC) MUHLI GRASS(AM) CHRISTMAS PALM(KC) KALANCHOE(HD) BEACH SUNFLOWER(SB) SAND CORDGRASS(XS) ILEX VOMITORIA 'SCHILLINGS'(JS) SOUTHERN RED CEDAR(VW) WALTERS VIBURNUM(RO) ROSEMARYSEE GREENWALLELEVATIONSSHEET L-106NOTE: SEE SHEET L-103 FOR FULLPLANT LIST SPECIFICATIONSSEE SHEET L-105MG1UD1DR1MG3SP16DR2DR1SP14AM3MG1DR1ZP20JS5MG2JS3EXISTING TREE SYMBOL LEGENDLIVE OAKSEA GRAPE / CEDAR / PINECABBAGE PALMMG1KC20MC16HP13FM22FM18MC24VW15DT20FM5VW28VW5ZP12SA5SA34ZP42DT54FM14SA9PC15SA14FM15FM34XS26ZP20HP22HP25TJ2HD20DT15KC34DT14FM36DT8DT38HD20SA14DT15MC16MULCHMULCHMULCHMATCHLINEZP20NOT IN CONTRACT -NOT IN CONTRACT - LIMITS OF NEW SODLIMITS OF NEW SODREPAIR DAMAGES TO EXISTING GRASS COVERWITH NEW SOD AND INSTALL SMOOTH GRADEINSTALL NEW SOD INFUTURE SPLASH PADAND ALL OTHER AREASWITHIN LIMITS OFNEW CONSTRUCTIONSODSODSODSODSODSODSODSODSODZP25(FM) GREEN ISLAND FICUS(PC) MEXICAN FLAME VINE(SA) DWARF UMBRELLA PLANT(HP) DWARF FIREBUSHDO NOT INSTALL PLANTSWITHIN 24" OF VALVESJS2HP14EXISTING OAK TREE TO REMAIN (TYP.)KC44SODSP10DT30SA2DT5PC10PC8PC8LandscapeArchitecturePLANTEREDWARD J. HAECK, R.L.A.FL. REG. LA0001147FM20XS20
DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY901 ORANGE AVE., FL.FOR REVIEWNOT FORCONSTRUCTION03/05/192018.12EJHEJHSUBMITTALSLANDSCAPE PLANSOUTHL-105FUTURE SKATEPARKFUTURE PLAYGROUNDSEE SHEET L-104DR5DR2MG1DR1DR4DR1DR1DR4MG1MG1ZP18UD1MG1(DR) ROYAL POINCIANAPLANT SYMBOL LEGEND(MG) SOUTHERN MAGNOLIA(SP) CABBAGE PALM (UD) DRAKE ELM(TJ) CONFEDERATE JASMINE(AM) CHRISTMAS PALM(JS) SOUTHERN RED CEDAR(CU) SEA GRAPENOTE: SEE SHEET L-103 FOR FULLPLANT LIST SPECIFICATIONSJS5EXISTING TREE SYMBOL LEGENDLIVE OAKSEA GRAPE / CEDAR / PINECABBAGE PALMHP14KC76INSTALL NEW SOD IN EXISTING CLAY INFIELDOF ABANDONED SOFTBALL FIELD, EXCEPT ASSHOWN FOR PLANT BEDS AND PAVINGMATCHLINEPROPOSED LOCATIONS OF SHRUB ANDGROUND COVER BEDS. SEE LEGEND FORPROPOSED ALTERNATIVE SPECIES.SB32SA56XS12HP14MC36ZP14XS24MC32HP10HP18SP24MC44XS30SB28EXISTING VEGETATIVECOVER TO REMAINEXISTING VEGETATIVECOVER TO REMAINTA46HP30HD50VW18HD104VW12HD48VW38MC72VW16HP18TA32ZP20ZP32SP2XS30SB40MC36TA50HP28TA52DT14ZP20XS44TJ2SA22SA16ZP44FM28RO28DT28RO26HD40DR2HD48VW16HD56VW14RO16ZP20(DT) BLUEBERRY FLAX LILY (ZP) COONTIE(MC) MUHLI GRASS(KC) KALANCHOE(HD) BEACH SUNFLOWER(SB) SAND CORDGRASS(XS) ILEX VOMITORIA 'SCHILLINGS'(VW) WALTERS VIBURNUM(RO) ROSEMARY(FM) GREEN ISLAND FICUS(FP) CREEPING FIG(SA) DWARF UMBRELLA PLANT(HP) DWARF FIREBUSH(TA) ASIAN JASMINEDT5SP5SB28HP18HP26JS2HP18ZP20TA20TA22EDWARD J. HAECK, R.L.A.FL. REG. LA0001147FOR CLIENT REVIEW03/05/19LandscapeArchitectureSODSODSODSODSODSODSODSODSOD
SODSODSODSODSODSODSODSODSODSODSODSOD
DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY901 ORANGE AVE., FL.FOR REVIEWNOT FORCONSTRUCTIONEDWARD J. HAECK, R.L.A.FL. REG. LA000114703/05/192018.12EJHEJHSUBMITTALSL-106GREEN WALLCABLE TRELLISDETAILS & NOTESFOR CLIENT REVIEW03/05/19LandscapeArchitectureCABLE TRELLIS INSTALLATIONThe Green wall Stainless wire terllis kit includes:- Green wall stainless steel wire trellis hubs.- 3mm 7x7 stainless wires.- No.12 stainless steel wood screws.- Plastic cable caps.- Allen key.CABLE HUB INSTALLATIONMark your full pattern onto the wall before drilling any holes.1Drill holes into the mounting surface.For brick or conctrete walls, be sure touse the appropriate wall plugs to suitthe 6mm woodscrew.2Screw the plastic plugs onto the wall.3Screw the hubs onto the wall.CABLE INSTALLATION5Start from the horizontal wires.Pass the cable through each hub in the rununtil the ends are sticking out evenly fromthe left most and right most hubs.6Once these are in place, begin to insertyour vertical wires. Leave about an inch orso protruding from the outside edges.4Insert the central clamps, but screw loosely.When installing the green wall cables.When installing the cables of your wire green wall, you should start with the horizontal cables first.7Once all the cables are in place, tighten thegreen wall trellis hubs with the allen key.When the central screws are tightened,the cable is forced into a cavity in thehub which both clamps and tensions thewire trellis. Start with the corners, theoutside edges next and then work yourway into the middle.8The final step is to attach the plastic cablecaps to the bare cable ends on the outsideedges. It is strongly recommended you attachthem as the wire ends can be sharp.The caps are necessarily tight fittingand can be difficult to slide over thecable ends. If you are having problemsthen soak them in hot water to softenand open the end with a pencil.WEST FACING WALLSOUTH FACING WALLSEAST FACING WALLWALL PERIMETERFINISH GRADEFINISH GRADEWALLPERIMETERN.T.S.N.T.S.N.T.S.135 CABLE HUBS80 CABLE HUBS120 CABLE HUBS14'-7+3/8" HIGH x 24' WIDE16'-4" HIGH x 13' WIDE19'-5+11/16" HIGH x 15'-9+3/16" WIDE3 MM 7X7 STAINLESS STEELCABLES WITH PLASTIC ENDCAPS, IN ALL VERTICALCOLUMNS AND ALL HORIZONTALROWS OF CABLE HUBS(TYP. ALL 4 WALLS)
MONROE AVENUEMAGNOLIA AVENUE
ORANGE AVENUE
JACKSONAVENUEMONROE AVENUEMAGNOLIA AVENUE
ORANGE AVENUE
JACKSONAVENUEMATCHLINESEE SHEET L-107DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY901 ORANGE AVE., FL.FOR REVIEWNOT FORCONSTRUCTION03/05/192018.12EJHEJHSUBMITTALSIRRIGATION PLANNORTHL-107CONTROLS & EQUIPMENTPIPE SIZING SCHEDULENOTES:1.ALL PIPE UNDER PAVEMENT TO BE INSTALLED INSCHEDULE 40 PVC SLEEVE PIPES.2.ALL SLEEVE PIPE UNDER PAVEMENT TO BE 1 1/2"LARGER THAN THE CUMULATIVE SIZES OF PIPES TO BEHOUSED IN THE SLEEVE. USE DIRECTIONAL BORINGUNDER ALL EXISTING CONCRETE OR PAVEMENT TOREMAIN.3.ALL MAINLINE AND LATERAL LINE PIPE IS TO BEPANTONE PURPLE COLOR. ALL FLEX PIPE IS TO HAVEPURPLE STRIPE.NOTE: IF DEVIATION FROM THE PIPE LAYOUT SHOWN ISREQUIRED ALL PIPE SHALL BE SIZED IN STRICTACCORDANCE WITH THE FOLLOWING SCHEDULE:HEAD AND NOZZLE LEGENDTORO 570Z PRO X-FLOW SERIES 6" POP-UP WITH MPR PLUS SERIES FIXED SPRAY NOZZLESA570Z-6P-MPR-15Q, 90 ARC: 0.85 GPM @ 30 PSIB570Z-6P-MPR-15T, 120 ARC: 1.10 GPM @ 30 PSIC570Z-6P-MPR-15H, 180 ARC: 1.65 GPM @ 30 PSIE570Z-6P-MPR-15TQ, 270 ARC: 2.60 GPM @ 30 PSIF570Z-6P-MPR-15F, 360 ARC: 3.60 GPM @ 30 PSIG570Z-6P-MPR-10Q, 90 ARC: 0.4 GPM @ 30 PSIH570Z-6P-MPR-10T, 120 ARC: 0.52 GPM @ 30 PSIJ570Z-6P-MPR-10H, 180 ARC: 0.71 GPM @ 30 PSIK 570Z-6P-MPR-10F, 360 ARC: 1.49 GPM @ 30 PSIL570Z-6P-MPR-5Q, 90 ARC: 0.09 GPM @ 30 PSIM570Z-6P-MPR-5T, 120 ARC: 0.12 GPM @ 30 PSIN570Z-6P-MPR-4EST: ENDSTRIP 4' X 15', 0.45 GPM @ 30 PSIP 570Z-6P-MPR-4SST: SIDESTRIP 4' X 30', 0.90 GPM @ 30 PSIQ 570Z-6P-PRX4CST: CENTERSTRIP 4' X 30', 0.90 GPM @ 30 PSIR 570Z-6P-PRX-9SST: SIDESTRIP 9' X 18', 1.20 GPM @ 30 PSILS570Z-6P-PRX-9SST: SIDESTRIP 2' X 6', 0.09 GPM @ 30 PSI TORO MINI 8 SERIES ROTORS WITH ADJUSTABLE NOZZLESWMIMI8-4P-.75-E, 90 ARC: 0.8 GPM @ 30 PSIXMIMI8-4P-1.5-E, 180 ARC: 1.3 GPM @ 30 PSIYMIMI8-4P-2.0-E, 270 ARC: 2.0 GPM @ 30 PSIZMIMI8-4P-3.0-E, 360 ARC: 3.0 GPM @ 30 PSITORO PRESSURE-COMPENSATING FLOOD BUBBLERMOUNTED ON 6" HT. SHRUB RISER, MODEL FB200-ADJ-PC,360 SPRAY PATTERN: 1.8 GPM @ 30 PSI= G.P.M.= ZONE NUMBER548NOTE: DO NOT INSTALL ANY IRRIGATION EQUIPMENT, PIPE, OR WIRES IN FUTURE SPLASH PAD AREA, EXCEPT MATERIALSREQUIRED FOR TEMPORARY OPERATION OF THAT ONE ZONE. NOTE: SALVAGE 4 EXISTING CONTROL VALVES TO BE DAMAGED BY NEW CONSTRUCTION AND RE-CONNECT TO NEW WIRES AND NOTE: SALVAGE EXISTING CONTROL VALVE AND DELIVER TO OWNER.NOTE: INSTALL CONTROLLER ON WALLOF ELECTRIC ROOM IN ACCESSIBLE LOCATIONTO NEW MAINLINE, TO PROVIDE SERVICE TO EXISTING HEADSEDWARD J. HAECK, R.L.A.FL. REG. LA0001147FOR CLIENT REVIEW03/05/19LandscapeArchitecture 1-1/4" 17.01 - 27 G.P.M. 2" 37.01 - 57 G.P.M. 1-1/2" 27.01 - 37 G.P.M. 1" 11.01 - 17 G.P.M. 3/4" 0 - 11 G.P.M. 1/2" BUBBLER & SHRUB RISER ONLY2-1/2" 57.01 - 87 G.P.M.NOTES:1.INSTALL ALL HEADS ALONG CURB 4" OFF BACK OF CURB.1.INSTALL ALL HEADS MIN. 12" OFF FOUNDATION OFBUILDING.2.SUBSTITUTE NOZZLES AS REQUIRED FOR COVERAGE WITHMINIMAL OVERSPRAY.3.ALL TREES ARE TO HAVE BUBBLER HEADS INSTALLED.4.ALL HEADS ARE TO HAVE MIN. 18" AND MAX. 30" LENGTHOF THICK-WALLED FLEIBLE PIPE WITH PURPLE STRIPE 3" 87.01 - 120 G.P.M.PROPOSED CONNECTION TO EXISTING REUSE WATERMAINLINE, INSTALL (2) 3" BRONZE SHUT OFF VALVES FORNEW MAINLINE SPUR AND FOR EXISTING MAINLINE TOSERVE AS ISOLATION VALVESAUTOMATIC CONTROL VALVE: 2" SIZE BY TORO,252 SERIES, ELECTRIC TYPE, ANGLE CONFIGURATION,FEMALE NPT, MODEL 252-26-8CONTROLLER: BY RAINBIRD, 12 STATION, ELECTRIC TYPE,ESP-MC SERIES, MODEL ESP-MC12, IN WEATHERPROOF,METAL CASE, MOUNTED ON INSIDE WALL OF THENEW BUILDING'S ELECTRICAL ROOM IN ACCESSIBLELOCATION 5' ABOVE FLOOR, CONNECT TO HUNTERMINI-CLIK-HV RAIN SENSOR INSTALLED ON ROOF OF BLDG.,HOOK UP CONTROLLER TO 115V-120V ELECTRICAL POWER. NEW LATERAL LINES: 3/4" TO 3" SCHEDULE 40 PVC, MAINLINE: 3" SCHEDULE 40 PVC, PURPLE COLOR PURPLE COLOR AUTOMATIC CONTROL VALVE: 2" SIZE BY TORO,252 SERIES, ELECTRIC TYPE, ANGLE CONFIGURATION,FEMALE NPT, MODEL 252-26-8TO REMAIN IN BASEBALL FIELD 6111711411XX91191011912XX13XX14XX842
DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY901 ORANGE AVE., FL.FOR REVIEWNOT FORCONSTRUCTION03/05/192018.12EJHEJHSUBMITTALSIRRIGATION PLANSOUTHL-108NEW LATERAL PIPENEW MAINLINE PIPEASSUMED LOCATION OF EXISTING MAINLINENEW ISOLATION VALVEEXISTING REUSE WATER METER TO BE WATER SOURCEEXISTING IRRIGATION CONTROL VALVETO BE SALVAGED AND DELIVERED TO OWNERCONTROLS & EQUIPMENT 1-1/4" 17.01 - 27 G.P.M. 2" 37.01 - 57 G.P.M. 1-1/2" 27.01 - 37 G.P.M. 1" 11.01 - 17 G.P.M. 3/4" 0 - 11 G.P.M. 1/2" BUBBLER & SHRUB RISER ONLYPIPE SIZING SCHEDULE2-1/2" 57.01 - 87 G.P.M.NOTES:1.ALL PIPE UNDER PAVEMENT TO BE INSTALLED INSCHEDULE 40 PVC SLEEVE PIPES.2.ALL SLEEVE PIPE UNDER PAVEMENT TO BE 1 1/2"LARGER THAN THE CUMULATIVE SIZES OF PIPES TO BEHOUSED IN THE SLEEVE. USE DIRECTIONAL BORINGUNDER ALL EXISTING CONCRETE OR PAVEMENT TOREMAIN.3.ALL MAINLINE AND LATERAL LINE PIPE IS TO BEPANTONE PURPLE COLOR. ALL FLEX PIPE IS TO HAVEPURPLE STRIPE.NOTE: IF DEVIATION FROM THE PIPE LAYOUT SHOWN ISREQUIRED ALL PIPE SHALL BE SIZED IN STRICTACCORDANCE WITH THE FOLLOWING SCHEDULE:HEAD AND NOZZLE LEGENDTORO 570Z PRO X-FLOW SERIES 6" POP-UP WITH MPR PLUS SERIES FIXED SPRAY NOZZLESA570Z-6P-MPR-15Q, 90 ARC: 0.85 GPM @ 30 PSIB570Z-6P-MPR-15T, 120 ARC: 1.10 GPM @ 30 PSIC570Z-6P-MPR-15H, 180 ARC: 1.65 GPM @ 30 PSIE570Z-6P-MPR-15TQ, 270 ARC: 2.60 GPM @ 30 PSIF570Z-6P-MPR-15F, 360 ARC: 3.60 GPM @ 30 PSIG570Z-6P-MPR-10Q, 90 ARC: 0.4 GPM @ 30 PSIH570Z-6P-MPR-10T, 120 ARC: 0.52 GPM @ 30 PSIJ570Z-6P-MPR-10H, 180 ARC: 0.71 GPM @ 30 PSIK 570Z-6P-MPR-10F, 360 ARC: 1.49 GPM @ 30 PSIL570Z-6P-MPR-5Q, 90 ARC: 0.09 GPM @ 30 PSIM570Z-6P-MPR-5T, 120 ARC: 0.12 GPM @ 30 PSIN570Z-6P-MPR-4EST: ENDSTRIP 4' X 15', 0.45 GPM @ 30 PSIP 570Z-6P-MPR-4SST: SIDESTRIP 4' X 30', 0.90 GPM @ 30 PSIQ 570Z-6P-PRX4CST: CENTERSTRIP 4' X 30', .90 GPM @ 30 PSIR 570Z-6P-PRX-9SST: SIDESTRIP 9' X 18', 1.20 GPM @ 30 PSILS570Z-6P-PRX-9SST: SIDESTRIP 2' X 6', 0.09 GPM @ 30 PSI TORO MINI 8 SERIES ROTORS WITH ADJUSTABLE NOZZLESWMIMI8-4P-.75-E, 90 ARC: 0.8 GPM @ 30 PSIXMIMI8-4P-1.5-E, 180 ARC: 1.3 GPM @ 30 PSIYMIMI8-4P-2.0-E, 270 ARC: 2.0 GPM @ 30 PSIZMIMI8-4P-3.0-E, 360 ARC: 3.0 GPM @ 30 PSITORO PRESSURE-COMPENSATING FLOOD BUBBLERMOUNTED ON BARBED FITTING IN FLEXIBLE POLYPIPEFB-200-ADG-PC, FLOOD BUBBLER, 360: 2.0 GPM @ 30 PSIPROPOSED CONNECTION TO EXISTING REUSE WATERMAINLINE, INSTALL (2) 3" BRONZE SHUT OFF VALVES FORNEW MAINLINE SPUR AND FOR EXISTING MAINLINE TOSERVE AS ISOLATION VALVESAUTOMATIC CONTROL VALVE: 2" SIZE BY TORO,252 SERIES, ELECTRIC TYPE, ANGLE CONFIGURATION,FEMALE NPT, MODEL 252-26-8CONTROLLER: BY RAINBIRD, 12 STATION, ELECTRIC TYPE,ESP-MC SERIES, MODEL ESP-MC12, IN WEATHERPROOF,METAL CASE, MOUNTED ON INSIDE WALL OF THENEW BUILDING'S ELECTRICAL ROOM IN ACCESSIBLELOCATION 5' ABOVE FLOOR, CONNECT TO HUNTERMINI-CLIK-HV RAIN SENSOR INSTALLED ON ROOF OF BLDG.,HOOK UP CONTROLLER TO 115V-120V ELECTRICAL POWER.NOTES:1.INSTALL ALL HEADS ALONG CURB 4" OFF BACK OF CURB.1.INSTALL ALL HEADS MIN. 12" OFF FOUNDATION OFBUILDING.2.SUBSTITUTE NOZZLES AS REQUIRED FOR COVERAGE WITHMINIMAL OVERSPRAY.3.ALL TREES ARE TO HAVE BUBBLER HEADS INSTALLED.4.ALL HEADS ARE TO HAVE MIN. 18" AND MAX. 30" LENGTHOF THICK-WALLED FLEIBLE PIPE WITH PURPLE STRIPE= G.P.M.= ZONE NUMBER588 NEW LATERAL LINES: 3/4" TO 3" SCHEDULE 40 PVC, MAINLINE: 3" SCHEDULE 40 PVC, PURPLE COLOR PURPLE COLOR AUTOMATIC CONTROL VALVE: 2" SIZE BY TORO,252 SERIES, ELECTRIC TYPE, ANGLE CONFIGURATION,FEMALE NPT, MODEL 252-26-8 3" 87.01 - 120 G.P.M.EDWARD J. HAECK, R.L.A.FL. REG. LA0001147FOR CLIENT REVIEW03/05/19LandscapeArchitectureZONE TABLE110028031014106586NOTE:ROUTE PIPE TO AVOID DAMAGE TOEXISTING EXFILTRATION SYSTEMMATCHLINESEE SHEET L-107
DRAWING NO.:DATE:JOB NO.:CHECKED BY:DRAWN BY:DRAWING TITLE:CAPE CANAVERALMULTIGENERATIONALFACILITY901 ORANGE AVE., FL.FOR REVIEWNOT FORCONSTRUCTION03/05/192018.12EJHEJHSUBMITTALSL-109IRRIGATIONDETAILS & NOTESFIXED-SPRAY POP-UP HEAD DETAILN.T.S.LATERAL PIPE, MIN. 12" DEPTHLATERAL TEETORO 570Z-6P SPRINKLER HEAD BODYNOTE: CONTRACTOR MAYDURLEIN BARBED MALE ELBOW5/8" THICK-WALLED FLEXIBLE PIPEINSTALL PIPE TO SIDE INLETMPR PLUS NOZZLENOTE: INSTALL SPRINKLER HEAD 1/2" ABOVE SOD ROOTZONE (OR TOP OF MULCH)FIXED SPRAY SHRUB RISER3/4" PVC TEETORO 570Z SERIES NOZZLE N.T.S.SHRUB RISER 1/2" SCHED. 80 PVC FINISH GRADETO BE 6" ABOVE PLANTS)(HEIGHT AS REQUIRED1/2" DURLEIN RIBBED FITTING TO1/2" STREET ELL (MIN. 12" DEPTH)5/8" FLEXIBLE POLY-PIPE (LENGTH: MIN.18" - MAX. 30")5/8" DURLEIN RIBBED FITTING TO3/4" STREET ELBOWPVC LATERAL LINE(MIN. 12" DEPTH)BUBBLER HEAD1" PVC TEEBUBBLER HEAD3" LAYER OF MULCHFINISH GRADE1/2" FLEXIBLE POLY-PIPE(MIN. 12" DEPTH)ALL FLOOD BUBBLERS ARE TOBE MOUNTED ON RISERS 3-4INCHES ABOVE TOP OF MULCH. N.T.S.DURLEIN RIBBED FITTINGTO STREET ELBOWPVC LATERAL LINE(MIN. 12" DEPTH)REMOTE CONTROL VALVE12" COILED WIREMAIN LINE, PIPE AND FITTINGMIN. 18" DEPTH1-1/2" PVC SLIP UNIONWATERPROOF CONNECTIONS (2)BRICK SUPPORTS (4)3/4" WASHED GRAVEL1-1/2" SCH 40 PVC NIPPLEMIN. 10" x 15" x 12" DEEP VALVE BOX, W/ PANTONE PURPLECOVER, SET 1" ABOVE ROOT ZONE OF SOD OR TOP OF MULCHMASTER CONTROL VALVE OR REMOTE CONTROLVALVE, HUNTER MODEL ICV-151G-FS-AS WITHACCU-SYNC-ADJ1" X 1/2" REDUCER1" FLEXIBLE HDPE CONDUIT WITH VALVEPOWER WIRE(S) AND GROUND WIRESET ON TOP OF MAINLINECOLOR CODED WIRESIN 1/2" FLEXIBLE THICK WALLED POLYPIPE1/2" BARBED X 1/2"THREADED MALE DURLEIN BARBED FITTINGSSOLENOID CONDUIT COVER BY HUNTER / FX LUMINAIREW/ 1/2" THREADED FEMALE OUTLETSOLENOID1.CONTRACTOR IS TO INSTALL NEW SYSTEM CONNECTED TO THE EXISTING REUSE WATER METER. NEWSYSTEM CONSISTS OF NEW MAINLINE, ISOLATION VALVES, CONTROL VALVES, CONTROL VALVE WIRESIN CONDUIT, CONTROLLER, HEADS, PIPE, AND CHASE PIPE.2.AN EXISTING REUSE WATER METER PROVIDES 120 GPM FLOW AT 65 PSI.3.THE NEW SYSTEM IS TO RECONNECT 4 EXISTING CONTROL VALVES TO NEW MAINLINE ANDCONTROLLER. THESE EXISTING CONTROL VALVES PROVIDE COVERAGE FOR THE EXISTING BASEBALLFIELD.4.ALL IRRIGATION INSTALLATIONS SHALL COMPLY WITH CITY OF CAPE CANAVERAL AND STATE BUILDINGCODES.5.ALL REQUIRED PERMITS SHALL BE OBTAINED BY THE CONTRACTOR.6.ALL PIPING UNDER PAVING OR CONCRETE MORE THAN 3' WIDE IS TO BE INSTALLED IN SCHEDULE 40CHASE PIPES. CONTRACTOR SHALL INSTALL CHASE PIPE, CAP ENDS AND INDICATE LOCATIONS ON ANAS-BUILT PLAN. CONTRACTOR SHALL PROVIDE ACCURATE LOCATIONS WITH DIMENSIONS OF CHASE PIPEON THE AS-BUILT PLAN. ALL PIPE UNDER EXISTING CONCRETE IS TO BE INSTALLED BY DIRECTIONALBORING.7.BURY ALL LATERAL PIPE LINES MIN. 12" BELOW GRADE, AND ALL MAINLINE MIN. 24" BELOW GRADE.8.INSTALL CONTROL VALVE WIRES IN WATERTIGHT HDPE DR-11 CONDUIT ON TOP OF MAINLINE PIPE.9.IF DEVIATIONS FROM THE PIPE LAYOUT SHOWN ON THE PLAN ARE REQUIRED, PIPE SHALL BE SIZED INSTRICT ACCORDANCE WITH THE PIPE SIZING SCHEDULE. PROVIDE AS-BUILT DRAWING SHOWING ALLDEVIATIONS TO OWNER.10.ALL CONTROL VALVES SHALL BE INSTALLED IN MIN. 10" X 15" X 12" DEPTH RECTANGULAR, HARD PLASTIC/ COMPOSITE BOXES WITH COVERS IN SOD AREAS. TOP OF VALVE BOX TO BE 1" ABOVE ROOT ZONE OFSOD.11.ALL VALVES ARE TO BE 24 V. ELECTRIC WITH #14 GAUGE COLOR CODED DIRECT BURIAL WIRES.12.ALL POP-UP HEADS SHALL BE INSTALLED WITH A MIN. 18" AND MAX. 30" LENGTH OF 5/8" THICK-WALLEDFLEXIBLE PIPE AND RIBBED FITTINGS.13.SPRINKLER HEAD AND PIPING LOCATIONS SHOWN ON DRAWING ARE SCHEMATIC. FIELD ADJUST ASREQUIRED DURING INSTALLATION TO AVOID UTILITIES, TREE LOCATIONS, EXISTING TREE ROOT ZONESAND OTHER WORK. MAKE FIELD ADJUSTMENTS AS REQUIRED TO PROVIDE FULL COVERAGE WITH MIN.95% OVERLAP. SUBSTITUTE NOZZLES OF THE SAME SERIES AS REQUIRED.14.ALL HEADS AND NOZZLES SHALL BE INSTALLED AND ADJUSTED TO AVOID ANY OVER SPRAY ONTOPAVEMENT OR STAMPED CONCRETE.15.CONTRACTOR IS TO INSTRUCT OWNERS STAFF ON MAINTENANCE, PROGRAMMING CONTROLLER ANDADJUSTING SYSTEM.16.INSTALL SPRINKLER HEADS 6" OFF BACK OF CURB OR STAMPED CONCRETE.17.ALL METAL HARDWARE IN EXTERIOR LOCATIONS IS TO BE STAINLESS STEEL.18.ALL MAINLINE PVC LATERAL PIPE IS TO BE PURPLE COLOR. ALL FLEXIBLE PIPE IS TO HAVE PURPLESTRIPE. ALL HEADS ARE TO HAVE PURPLE COVERS/CAPS. ALL VALVES ARE TO HAVE PURPLE HANDLES.ALL VALVE BOX COVERS ARE TO BE PAINTED PURPLE WITH OIL BASED PAINT.NOTE: ALL CONTROL VALVE WIRES ARE TO BEFULLY ENCLOSED IN CONDUIT N.T.S.WALL MOUNTED CONTROLLER DETAILN.T.S.5' HEIGHT
INTERIOR ELECTERICAL ROOM WALL EXTERIOR BUILDING WALLIRRIGATION CONTROLLER120 V. POWER SUPPLY W/ CONDUCTORS IN 1" CONDUIT2-1/2" CONDUITSWEEP ELL - 2 1/2"DIRECT BURIAL CONTROLWIRES TO CONTROL VALVESRAIN SENSOR, HUNTER MINI-CLIK 2, INSTALL ATROOF LINE, CONNECT TO CONTROLLER, INSTALL WIRES IN CONDUITDURLEIN RIBBED FITTINGDURLEIN BARBED MALE ELBOWNOTE: ALL CONTROL VALVE WIRES ARE TO BEFULLY ENCLOSED IN CONDUITSET TOP OF VALVE BOX 1"ABOVE TOP OF SOD ROOTZONE OR TOP OF MULCH1/2" TORO SHRUB ADAPTEREXTEND CONDUIT TOMAINLINE, LAY WIRESUNDER MAINLINELandscapeArchitectureFOR CLIENT REVIEW03/05/19