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7452 - PLANS - DDSC Parking Lot ImprovementsENGINEERING SERVICES CERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET. STANDARD DETAILS STORM DRAINAGE DETAILS ENGINEERING SERVICES CERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET. STANDARD DETAILS STORM DRAINAGE DETAILS DEVELOPMENT SERVICES CENTER ENGINEERING SERVICES OVERALL LANDSCAPE PLAN teague nall and perkins, inc 3200 S. Interstate 35E, Suite 1129 Denton, Texas 76210 940.383.4177 ph 940.383.8026 fx www.tnpinc.com TBPE: F-230; TBPLS: 10011600, 10011601, 10194381 HISTEC CTTESAETST AIREG 32 OF 6 6 ET XR LDRE CAANDSEPA WILLIA M H.S MI THALTERNATE D DIA (DEVELOPMENT IMPACT AREA) L L L L L L L L L S S S S SS S S S S SS S SS S L L S ENGINEERING SERVICESteague nall and perkins, inc3200 S. Interstate 35E, Suite 1129Denton, Texas 76210940.383.4177 ph 940.383.8026 fxwww.tnpinc.comTBPE: F-230; TBPLS: 10011600, 10011601, 10194381HISTE CCTTESAETSTA IREG 32OF66ET X RL DRE CAANDSEPAWILLI AMH.SMITHDEVELOPMENT SERVICES CENTERLANDSCAPE PLANALTERNATE DELMELMA. MAPA. MAPOAKOAKOAKA. MAP(1)MISS HUFF HARDY LANTANA(1)BLUE SPIRES ROSEMARY(2)LINDHEIMER`S MUHLY(3)BLUE SPIRES ROSEMARY(1)SOFT LEAF YUCCA(1)LIVE OAK(1)LINDHEIMER`S MUHLY(1)SOFT LEAF YUCCA(1)LIVE OAK(11)BLUE FESCUE(1)LIVE OAK(2)SPINELESS PRICKLY PEAR(3)SOFT LEAF YUCCA(24)BLUE FESCUE(1)SHOAL CREEK VITEXLANDSCAPE BOULDERS; SEEDETAIL B, SHEET L1.0428'-0"(3)RED YUCCALANDSCAPE BOULDERS; SEEDETAIL B, SHEET L1.04(1)BLUE NOLINA(3)RED YUCCA(5)THUNDER CLOUD TEXAS SAGE(13)SWITCH GRASS(9)THUNDER CLOUD TEXAS SAGE(13)SWITCH GRASS(5)THUNDER CLOUD TEXAS SAGE(11)MESA BRIGHT BICOLOR BLANKET FLOWER(2)DWARF YAUPON(15)BLUE FESCUE(3)BLACK-EYED SUSAN(9)PURPLE HEART(1)RED YUCCA(110)SWEET FLAG(4)MISS HUFF HARDY LANTANA(31)FROG FRUIT(6)MESA BRIGHT BICOLOR BLANKET FLOWER(34)BLUE FESCUE(36)PURPLE HEART(63)BABY`S BREATH ASTER(102)BERKELEY SEDGE(20)BLUE FESCUE(6)BLACK-EYED SUSAN(1)RED YUCCA(24)BUTTERFLY MILKWEED(37)FROG FRUIT(51)SWEET FLAG(7)DWARF YAUPON(19)BLUE FESCUE(3)RED YUCCA(7)MESA BRIGHT BICOLOR BLANKET FLOWER(2)MISS HUFF HARDY LANTANA(82)BERKELEY SEDGE(32)BABY`S BREATH ASTER(23)FROG FRUIT(3)BLACK-EYED SUSAN(7)PURPLE HEART(1)AUTUMN BLAZE MAPLE(11)BLUE FESCUE(114)BERKELEY SEDGE(2)SHOAL CREEK VITEX(1)AUTUMN BLAZE MAPLE(5)POWIS CASTLE ARTEMISIA(2)BLUE SPIRES ROSEMARY(3)MISS HUFF HARDY LANTANA(38)RIO BRAVO TEXAS SAGEWHEEL STOP; SEE DETAIL D, SHEETL1.05(11)POWIS CASTLE ARTEMISIA(2)THUNDER CLOUD TEXAS SAGE(1)BLUE SPIRES ROSEMARY(3)LINDHEIMER`S MUHLY(7)OAK LEAF HOLLYLLLLLLSSSSSSSSSSSLL(3)SHOAL CREEK VITEX(6)POWIS CASTLE ARTEMISIA(3)POWIS CASTLE ARTEMISIAELMELMELM28'-0"ELMC.ELM(1)MISS HUFF HARDY LANTANA(2)RED YUCCA(1)LINDHEIMER`S MUHLY(1)AUTUMN BLAZE MAPLE(13)RED YUCCA(12)MISS HUFF HARDY LANTANA(13)RED YUCCA(9)THUNDER CLOUD TEXAS SAGE(15)RED YUCCA(13)DWARF YAUPON(13)RED YUCCA(3)MISS HUFF HARDY LANTANA(1)CEDAR ELMCPCPCPCPCPCPCP(7)CHINESE PISTACHE(6)ALLEE ELMA. MAP(1)AUTUMN BLAZE MAPLETREESCOMMON NAMEALLEE ELMAUTUMN BLAZE MAPLECEDAR ELMCHINESE PISTACHELIVE OAKSHOAL CREEK VITEXORNAMENTAL TREESCOMMON NAMEOAK LEAF HOLLYSHRUBSCOMMON NAMEBLACK-EYED SUSANBLUE FESCUEBLUE NOLINABLUE SPIRES ROSEMARYDWARF YAUPONLINDHEIMER`S MUHLYMESA BRIGHT BICOLOR BLANKET FLOWERMISS HUFF HARDY LANTANAPOWIS CASTLE ARTEMISIAPURPLE HEARTRED YUCCARIO BRAVO TEXAS SAGESOFT LEAF YUCCASPINELESS PRICKLY PEARSWITCH GRASSTEXAS SOTOLTHUNDER CLOUD TEXAS SAGEGROUND COVERSCOMMON NAMEBABY`S BREATH ASTERBERKELEY SEDGEBUTTERFLY MILKWEEDFROG FRUITSWEET FLAGMULCH & GRAVELCOMMON NAMENO FLOAT CYPRESS BLEND MULCHELMA. MAPC.ELMCPOAKPLANT KEY ENGINEERING SERVICESteague nall and perkins, inc3200 S. Interstate 35E, Suite 1129Denton, Texas 76210940.383.4177 ph 940.383.8026 fxwww.tnpinc.comTBPE: F-230; TBPLS: 10011600, 10011601, 10194381HISTE CCTTESAETSTA IREG 32OF66ET X RL DRE CAANDSEPAWILLI AMH.SMITHDEVELOPMENT SERVICES CENTERLANDSCAPE PLANALTERNATE DDEVELOPMENTIMPACT AREAA. MAPOAKOAKOAKA. MAP(3)RED YUCCA(1)LINDHEIMER`S MUHLY(1)AUTUMN BLAZE MAPLE(1)MISS HUFF HARDY LANTANA(3)SOFT LEAF YUCCA(17)BLUE FESCUE(1)LIVE OAK(2)DWARF YAUPON(1)LIVE OAK(1)MISS HUFF HARDY LANTANA(1)SOFT LEAF YUCCA(1)POWIS CASTLE ARTEMISIA(27)BLUE FESCUE(3)RED YUCCA(3)RED YUCCA(51)BERKELEY SEDGE(3)POWIS CASTLE ARTEMISIA30'-0"(1)LINDHEIMER`S MUHLY(27)BLUE FESCUELANDSCAPE BOULDERS; SEEDETAIL B, SHEET L1.04(4)SPINELESS PRICKLY PEARLLLSSSSS(9)THUNDER CLOUD TEXAS SAGES(6)POWIS CASTLE ARTEMISIA(3)DWARF YAUPON(1)RED YUCCA(1)MISS HUFF HARDY LANTANA(1)TEXAS SOTOL(8)THUNDER CLOUD TEXAS SAGE(1)MISS HUFF HARDY LANTANA(3)RED YUCCA(2)TEXAS SOTOL(1)AUTUMN BLAZE MAPLE(24)BLUE FESCUE(1)LIVE OAKLANDSCAPE LIMITED IN THIS AREADUE TO FUTURE EXPANSIONC.ELMCPCP(1)CEDAR ELMC.ELMC.ELM(2)CEDAR ELMA. MAP(2)CHINESE PISTACHE(1)AUTUMN BLAZE MAPLETREESCOMMON NAMEALLEE ELMAUTUMN BLAZE MAPLECEDAR ELMCHINESE PISTACHELIVE OAKSHOAL CREEK VITEXORNAMENTAL TREESCOMMON NAMEOAK LEAF HOLLYSHRUBSCOMMON NAMEBLACK-EYED SUSANBLUE FESCUEBLUE NOLINABLUE SPIRES ROSEMARYDWARF YAUPONLINDHEIMER`S MUHLYMESA BRIGHT BICOLOR BLANKET FLOWERMISS HUFF HARDY LANTANAPOWIS CASTLE ARTEMISIAPURPLE HEARTRED YUCCARIO BRAVO TEXAS SAGESOFT LEAF YUCCASPINELESS PRICKLY PEARSWITCH GRASSTEXAS SOTOLTHUNDER CLOUD TEXAS SAGEGROUND COVERSCOMMON NAMEBABY`S BREATH ASTERBERKELEY SEDGEBUTTERFLY MILKWEEDFROG FRUITSWEET FLAGMULCH & GRAVELCOMMON NAMENO FLOAT CYPRESS BLEND MULCHELMA. MAPC.ELMCPOAKPLANT KEY ENGINEERING SERVICESteague nall and perkins, inc3200 S. Interstate 35E, Suite 1129Denton, Texas 76210940.383.4177 ph 940.383.8026 fxwww.tnpinc.comTBPE: F-230; TBPLS: 10011600, 10011601, 10194381HISTE CCTTESAETSTA IREG 32OF66ET X RL DRE CAANDSEPAWILLI AMH.SMITHDEVELOPMENT SERVICES CENTERLANDSCAPE DETAILSALTERNATE D*NOTE:1.X = 12" MIN. FOR GROUNDCOVER2.X = 24" MIN. FOR SHRUBS3.SPACING DIAGRAM REFERS TO ALLPLANTING UNLESS OTHERWISE NOTED*SEE NOTEPLAN VIEWCSHRUB AND GROUNDCOVER PLANTING DETAILNTSPAVING EDGE ORBACK OF CURBDIMENSION OF PLANT SPACINGMAY BE VARY; REF. PLANT SCHEDULEPLANT LOCATIONE Q .EQ.EQ.AMULCH DETAILNTSXTOP OF MULCH 1/8 " - 1/4 "BELOW PAVEMENTMOW BAND OR BACK OF CURB4" MULCH; (REF. SPECIFICATIONS)COMPACTED SUBGRADE;(REF. SPECIFICATIONS)WEED BARRIER FABRIC - TURNUP 2" ALONG EDGE OF PAVING;(REF. SPECIFICATIONS)COMPACTED BASE, SEE CIVIL PLANSSUB-GRADE IS TO BE LEFT 8" - 9"BELOW TOP OF PAVEMENT BY SITECONTRACTOR AND SLOPE 12:1UPWARDS TO CENTER OF MEDIANTILL SUBGRADE BEFOREADDING COMPOST. THEN ADD2" OF COMPOST AND TILL 2"INTO SUBGRADE TO ACHIEVEA LOOSE, FRIABLE, 4" MIXTURE1'-6" CLEARRUN POWER RAKE TO REMOVEALL ROCKS AND CONCRETEGREATER THAN 3/4" DIAMETER.DPARKING LOT ISLANDNTSLCLCSPACING AS NOTEDIN PLANT SCHEDULESECTION VIEWTILL SUBGRADE BEFORE ADDING COMPOST. THEN ADD2" OF "GUMBO BUSTER" AND TILL 2" INTO SUBGRADETO ACHIEVE A LOOSE, FRIABLE, 4" MIXTURE(REF. SPECIFICATIONS AND PLANTING NOTES)SUB-GRADE IS TO BE LEFT 8"-9" BELOW TOP OFPAVEMENT BY THE SITE CONTRACTOR AND SLOPE TODRAINS, SEE CIVIL PLANSMULCH LAYER OR 4" GRAVEL OR COBBLE(REF. SPECIFICATIONS)TOP OF MULCH TO BE1/2" - 1" BELOW PAVEMENTFINISH GRADEEXPOSE TOP 14" TO 34" OF ROOTBALL INPLANTING MIX, COVER SMALL-COBBLE STONERUN POWER RAKE TO REMOVE ALL ROCKS ANDCONCRETE GREATER THAN 3/4" DIAMETER6" OF READY-TO-PLANT SOIL.SEE DETAILS AND SPECSBBOULDER IN PLANTING BEDNTSNOTE:BOULDERS SHALL BE OF AN APPROVED SIZE AND SHAPE, SUBMIT PHOTOS FOR APPROVAL. BOULDER DIMENSIONS SHALL BE NOLESS THAN SIXTEEN (16) INCHES IN HEIGHT NOR GREATER THEN EIGHTEEN (48) INCHES IN HEIGHT, NOT LESS THAN THREE (3)FEET IN THICKNESS, AND NOT LESS THAN FOUR (4) FEET IN WIDTH. BOULDERS SHALL BE FINISHED AS NECESSARY TO ENSURECONSISTENT FIT AND SMOOTH AND ROUNDED SHAPE WITH NO SHARP CORNERS OR ANGULAR PROJECTIONS. REFERENCESPECIFICATIONS6"12"MULCH/GROUNDCOVER/SHRUBSREF. LANDSCAPE PLAN FORADJACENT MATERIALCOMPACTED SUBGRADECONTRACTOR TO BURY BOULDER 1/5 OF THEWAY INTO SOIL LEAVING TOP 4/5 EXPOSED16"-48"36" - 48"WEATHERED MOSS ROCKLANDSCAPE BOULDERS (3-4TONS) REF. SPECIFICATIONS4" MIN DEPTH MULCHOVER FILTER FABRIC6" OF READY-TO-PLANT SOIL.SEE DETAILS AND SPECSARBOR STAKES, LLC18712 VOSS ROADDALLAS, TX 75287PH: 214-810-66782x ROOTBALL30"6"12"PLAN VIEWSECTION VIEWETREE PLANTINGNTSROOT ANCHOR STAKE BY ARBOR STAKE ORAPPROVED EQUAL; SEE DETAIL F, THISSHEETTREE PIT3" PERFORATED PVCROOT BALLEACH TREE MUST BE PLANTED SUCH THATTHE TRUNK FLARE IS VISIBLE AT THE TOPOF THE ROOT BALL; TREES WHOSE TRUNKFLARE IS NOT VISIBLE SHALL BEREJECTED; DO NOT COVER THE TOP OFTHE ROOT BALL WITH SOIL.SET TOP OF ROOT BALL 1" ABOVE FINISHGRADE FOR EACH CALIPER INCH OF TRUNK;EXAMPLE 3" CALIPER TREE IS 3" ABOVEFINISH GRADE3" THICK MULCH LAYER; TRANSITIONS TO 1"AT TRUNK; UNLESS SHOWN PLANTED INSMALL-COBBLE STONE; SEE PLANTING PLANSAND SPECS4" HIGH EARTH SAUCER BEYOND EDGE OFROOT BALL; BLEND OUT TO MATCH GRADEUNDISTURBED SOILSCARIFY ROOT BALL AND EDGE OF HOLESPECIFIED TREE PLANTING MIX;SEE PLANTING NOTES AND SPECSPUDDLE AND SETTLE BACKFILL IN LIFTSTO ELIMINATE AIR POCKETSCUT AND REMOVE ALL ROPES, BURLAPAND WIRE FROM TOP 1/3 ROOT BALL(BROKEN ROOT BALL WILL CAUSE TREETO BE REJECTED)PLACE ROOT BALL ON UNEXCAVATED SOIL3" PVC STAND PIPE, CLASS 200, W/CAP PAINTED FLAT BLACK; DRILL 5/8"DIA. HOLE IN CAP FOR REMOVAL;TOP OF PVC STAND PIPE TO BE FLUSHW/ FINISH MULCH LEVELNON-WOVEN GEOTEXTILE FILTERFABRIC 6"-12" UP THE SIDE OF PIT3/16" DRILLED HOLESALL AROUND PIPE12" DIAMETER COLUMN OFCOURSE WASHED RIVER SANDFROM BOTTOM OF SUMP ALLTHE WAY TO FINISH GRADENOTES:1. ROOT BALL SIZE SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FRO NURSERY STOCK.2. ROOT BALL WIDTH SHOULD BE DETERMINED BY THE FOLLOWING; 10" OF ROOT BALL FOR EACH CALIPER INCH OF TREE TRUNK.3. ROOT BALL DEPTH IS 2/3 OF DIAMETER.4. DO NOT HEAVILY PRUNE THE TREE AT PLANTING; PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES; HOWEVER,DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.5. CONTRACTOR TO FOLLOW MANUFACTURE SPECIFICATIONS AND PLANTING INSTRUCTIONS PROVIDED BY ARBOR STAKES, LLCWRAP SIDES OF PIPE IN NON-WOVENGEOTEXTILE FILTER FABRICROOT ANCHOR SAFETY STAKEBY ARBOR STAKE OR APPROVEDEQUATL. SEE DETAIL F, THIS SHEETFARBOR STAKE TREE ANCHORNTSTREESQTYCOMMON NAMEBOTANICAL NAMESIZEHEIGHTSPREADSPACINGREMARKS7AUTUMN BLAZE MAPLEAcer x freemanii `Jeffsred`3" Cal.11`-12`4`-5`As shownCONTAINER GROWN, FULL DENSE HEAD,SYMMETRICAL, SINGLE, STRAIGHT TRUNK9CHINESE PISTACHEPistacia chinensis3" Cal.10`-12`4`-6`As shownCONTAINER GROWN, FULL DENSE HEAD,SYMMETRICAL, SINGLE, STRAIGHT TRUNK6LIVE OAKQuercus virginiana3" Cal.11`-12`6`-8`As shownCONTAINER GROWN, FULL DENSE HEAD,SYMMETRICAL, SINGLE, STRAIGHT TRUNK4CEDAR ELMUlmus crassifolia3" Cal.12`-14`5`-6`As shownCONTAINER GROWN, FULL DENSE HEAD,SYMMETRICAL, SINGLE, STRAIGHT TRUNK6ALLEE ELMUlmus parvifolia `Emer II`3" Cal.10`-12`6`-8`As shownCONTAINER GROWN, FULL DENSE HEAD,SYMMETRICAL, SINGLE, STRAIGHT TRUNK6SHOAL CREEK VITEXVitex agnus-castus `Shoal-Creek`45 Gal.8`-10`6`-8`As shownCONTAINER GROWN, FULL DENSE HEAD,SYMMETRICAL, MULTI TRUNK. 3 TO 5CANE MIN.ORNAMENTAL TREESQTYCOMMON NAMEBOTANICAL NAMESIZEHEIGHTSPREADSPACINGREMARKS7OAK LEAF HOLLYIlex x `Oak Leaf`45 Gal.5`-6`30"-36"As shownCONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.SHRUBSQTYCOMMON NAMEBOTANICAL NAMESIZEHEIGHTSPREADSPACINGREMARKS35POWIS CASTLE ARTEMISIAArtemisia x `Powis Castle`3 Gal.15"-18"16"-18"30" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.3TEXAS SOTOLDasylirion texanum5 Gal.28"-34"28"-34"60" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.229BLUE FESCUEFestuca glauca `Elijah Blue`1 Gal.6" - 8"4"-6"12" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.24MESA BRIGHT BICOLOR BLANKET FLOWERGaillardia x grandiflora `Mesa Bright Bicolor`1 Gal.6"-8"4"-6"24" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.80RED YUCCAHesperaloe parviflora3 Gal.18"-24"12"-16"As shownCONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.27DWARF YAUPONIlex vomitoria `Nana`5 Gal.18"-22"20"-24"36" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.30MISS HUFF HARDY LANTANALantana camara `Miss Huff`1 Gal.6"-8"12"-14"48" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.47THUNDER CLOUD TEXAS SAGELeucophyllum candidum `Thunder Cloud`5 Gal.20"- 24"24"-28"48" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.38RIO BRAVO TEXAS SAGELeucophyllum frutescens `Rio Bravo`5 Gal.20"- 24"24"-28"48" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBOARD TOP.9LINDHEIMER`S MUHLYMuhlenbergia lindheimeri1 Gal.24"-26"18" - 24"42" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.1BLUE NOLINANolina nelsonii `Blue Nolina`5 Gal.20"- 24"24"-26"As shownCONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.6SPINELESS PRICKLY PEAROpuntia cacanapa `Ellisiana`7 Gal.24"-36"18"-24"As shownCONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND.26SWITCH GRASSPanicum virgatum `Shenandoah`1 Gal.15"-18"6"-8"30" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.7BLUE SPIRES ROSEMARYRosmarinus officinalis `Blue Spires`1 Gal.12"-14"6"-8"24" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.12BLACK-EYED SUSANRudbeckia hirta1 Gal.18"-24"10"-12"18" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.52PURPLE HEARTSetcreasea pallida3 Gal.6" - 8"4"-6"18" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.9SOFT LEAF YUCCAYucca recurvifolia3 Gal.20"- 24"14"-18"As shownCONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.GROUND COVERSQTYCOMMON NAMEBOTANICAL NAMESIZEHEIGHTSPREADSPACINGREMARKS161SWEET FLAGAcorus calamus1 Gal.2"-4"4"-6"18" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.24BUTTERFLY MILKWEEDAsclepias tuberosa1 Gal.8"-12"8"-10"24" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.349BERKELEY SEDGECarex divulsa1 Gal.10"-12"12"-16"12" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP91FROG FRUITPhyla incisa1 gal3"-4"6"-8"24" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.95BABY`S BREATH ASTERSymphyotrichum subulatum1 Gal.6"-8"10"-12"24" O.C.CONTAINER GROWN, MATURE ROOTSYSTEM BUT NOT ROOT BOUND. FULLBROAD TOP.MULCH & GRAVELQTYCOMMON NAMEBOTANICAL NAMESIZEHEIGHTSPREADSPACINGREMARKS18,551 sfNO FLOAT CYPRESS BLEND MULCHNo Float Cypress Blend MulchBulkn/an/an/aREF. SPECIFICATIONS AND DETAIL FORTYPE AND THICKNESS. HATCH NOTSHOWN ON PLANS.CONTACT:TIMBERLINE OLDCASTLEwww.timberlineyard.comA. MAPCPOAKC.ELMELMPLANT SCHEDULESYMBOLDESCRIPTIONQTY FERTILIZER-ITALPOLLINA 4-4-4; 55 LB. BAGS 4 BAGS (190lbs) IMPORTED TOPSOIL "READY-TO-PLANT" - 6" LAYER (AFTER SETTLEMENT) 232 CYMATERIAL & FERTILIZER SCHEDULE23 SOIL AMENDMENT "GUMBO BUSTER" - 2" LAYER (AFTER SETTLEMENT) 79 CY4 NO FLOAT CYPRESS BLEND MULCH - 3" LAYER (AFTER SETTLEMENT) 116 CY1NOTES:1.TO ALLOW FOR COMPACTION, 30% WAS ADDED TO QUANTITIES OF SOIL AMENDMENTS AND MULCH (NOT FERTILIZER)2.CONTRACTOR TO SUBMIT DELIVERY TICKET BEFORE INSTALLATION.3.CONTRACTOR TO VERIFY QUANTITIES. TNP ASSUMES NO LIABILITY FOR INCORRECT QUANTITIES.4.READY-TO-PLANT SOIL AND GUMBO BUSTER SHALL BEAPPLIED IN THE AREAS WITH SHRUBS.MLBOULDER SIZING SCHEDULESEE LAYOUT SHEETS FOR BOULDER PLACEMENT & CALL-OUT SIZING"L" BOULDERS (LARGE) SHALL BE A MAX OF 48" IN HEIGHT"M" BOULDERS (MEDIUM) SHALL BE A MAX OF 36" IN HEIGHTREFERENCE BOULDER SPECIFICATIONS FOR FURTHER DETAILSS"S" BOULDERS (SMALL) SHALL BE A MAX OF 24" IN HEIGHT PLANTING NOTESSECTION 1 - GENERAL1.These notes are intended as a field reference for the Contractor. The Contractor will thoroughly review these notes, specifications and the drawings prior tostart of any work. The Contractor shall visit the site prior to submitting his bid and prior to start of work to become completely familiar with site conditions.2.It is the responsibility of the contractor to advise the Landscape Architect (hereinafter, LA) of any condition found on the site which prohibits installation asshown on these drawings.3.Prior to submitting a bid, the Contractor shall verify any discrepancies between the notes, specifications, or the drawings with the LA for clarification. If thereis a discrepancy between the number of plants shown on the plans and the number of plants shown in the plant materials legend, the greater number of plants willtake precedence for bidding purposes. All material quantities listed are for information only. It is the contractor's responsibility to provide full coverage in allplanting areas.4.Written dimensions prevail over scaled dimensions. Notify landscape architect of any discrepancies5.The Contractor bears all responsibility for obtaining all licenses and permits required by federal, state, and local agencies to accomplish the work of thisproject.6.Contractor shall complete soil test in all planting areas to determine soil amendment requirements and submit test results to LA for approval. Contractor shalladjust pH and fertility based upon these results. No addition to or placement of soil is to be done prior to initial soil test report approval. Testing shall be done byLA approved laboratory. No planting shall begin until results and proper adjustment have been made. It is the Contractor's responsibility to ensure properdrainage and fertility of all planting areas.7.Coordinate all work with the project's building contractor or owner.8.Warning! Call toll-free 811 before you dig! The contractor bears all responsibility for verifying all underground utilities, pipes, and structures in the field priorto construction. Any damage to utilities that are to remain shall be repaired immediately at no expense to the owner. The Contractor shall contact the buildingcontractor and all utility authorities to mark location of site utilities. Install flags or stakes and maintain them in place throughout the project. Damage to utilities orother work shall be repaired at the expense of the contractor responsible for the damage. The locations of existing utilities as shown on these plans areapproximate. There may be other underground utilities within the project area that are not shown. Landscape Architect and/or Engineer assumes no responsibilityfor any utilities not shown on plans.9.Due to existing vegetation and other site conditions, the Contractor should anticipate field adjustments by the LA and should understand such adjustmentsare not a change order.10. The Contractor shall give the LA 48 hours' notice of required inspections upon completion of each of the following phases:A.Pre-Construction Conference after award of bid (on-site)B.Construction debris/ weed clean-up (before any grading, fill, or irrigation)C.Rough Grading (within 2” of finish grade), Utility Marking, and Tree StakingD.Fine Grading and Tree Staking (before any tree pits are dug)E.Tree PlantingF.Staking of Bedlines and/or EdgingG.Shrub PlantingH.Substantial CompletionI.Final Acceptance11. Contractor shall guarantee all plant material for one (1) full year from date of final acceptance. The cutting off of water or electricity by other trades orpersons shall not void the warranty.12. It is the contractor's responsibility to insure the availability of water to the plants at all times until final acceptance. The contractor shall reject and replace alltrees with tip-dieback of more than one (1) inch over the entire canopy of the tree and replace all shrubs or plants with any dieback. All rejected plant materialshall be replaced with specified plant material within 14 calendar days at the contractor's expense.13. LA assumes no responsibility for damages, liabilities, or cost resulting from changes or alterations made to the plan without the express written consent ofLA.14. All materials, locations, and workmanship are subject to approval or refusal by the LA. All materials, locations, and workmanship rejected by the LA shall beremedied at the Contractor's expense.SECTION 2 - MATERIALS15. The Contractor shall check all material for specified requirements, shipping damage, pests, and diseases and shall reject all unsatisfactory materials. Allplant material is to be carefully handled by the root ball, not the trunk, branches, and/or foliage of the plant. Mishandled material will be rejected. B&B materialshall be 'hardened off” after digging for at least 90 days and have at least 10" of rootball for every caliper inch. All material rejected by the LA shall be removedfrom the site and replaced with acceptable material at the Contractor's expense16. Plants shall be well formed, vigorous, growing specimens with growth typical of variety specified and shall be free from injury, insects, and diseases. Allplant material is to be well rooted, not root bound, such that the root ball remains intact throughout the planting process. The Contractor shall reject all crackedroot balls. All plant material shall conform to the specifications and sizes shown in the plant list and shall be nursery grown in accordance with the latest edition(ANSI Z60.1) of “American Standard for Nursery Stock.” Any plant substitution shall be approved by landscape architect prior to purchase. Trees withco-dominant stems shall be rejected.17. Do not make substitutions. If specified material is not available, submit proof of non-availability to LA.18. All planting areas shall have organic topsoil that is natural, well-drained, friable, fertile, sandy-loam. Sandy-loam is to be pH 6.5-7.5. Heavy clays, limestone,poorly drained bottomland soil, silt, or alluvial soils are not allowed in any planting areas. Topsoil shall be free of harmful insects or nematodes, soil-bornediseases, toxins, select fill, inorganic subsoils, heavy metals, trash, petroleum by-products, rocks over 1/2” in diameter, rubble, roots, and weeds or weedseeds. Contractor shall submit a 2-cup sample in a gallon-size baggie to Landscape Architect before delivery of any soil to the site or placement of any soil inplanting areas.19. Sod shall consist of live growing plants secured from sources which have dense, thickly matted root system throughout the soil of the sod for a minimum ofone inch. Sod shall be free of weeds or other varieties of grasses.20. Sod shall not be used where the roots are dried because of sun or wind. The landscape architect has the right to reject any or all of sod due to lack of care,improper cutting, or other agronomic problems.SECTION 3 - EXECUTION21. The Contractor shall thoroughly remove from the construction site all limestone larger than 1/2" in diameter and all heavy clay to these depths: 6” minimumin turf and seed areas, and 18" minimum in planting beds. The LA shall verify that this is complete before the Contractor is authorized to proceed with fill ofspecified topsoil or grading. Scarify subsoil after removal of rock or heavy clay before adding topsoil so as to break up any surface tension.22. The Contractor shall thoroughly remove from the construction site all the following particles that are larger than 1/2" in diameter: inorganic select fill, heavyclay, limestone, and construction debris, mortar, concrete, paint, chemicals, weeds, plastic, paper, steel, mortar, masonry, construction debris, and othersubstances that are harmful to plant growth. Remove the above items to these depths: 6” minimum in turf and seed areas, and 18" minimum in plantingbeds. The LA shall verify that the above items are removed before the Contractor is authorized to proceed with fill with specified topsoil or grading. DO NOTPLACE ANY FILL ON CONSTRUCTION DEBRIS.23.Mow curbs shall be used at all planting bed edges when they are adjacent to lawn (see detail). Unless otherwise shown on plans, mow curbs shall intersectcurbs, sidewalks, and buildings at 90 degrees (square). Mow curbs shall have expansion joints every 50' and at all abutments to other hardscape elements.Construction joints shall be saw cut at 10' on center. Mow curbs shall have curves that are smooth, flowing, and consistent in nature. Mow curbs with straightlines shall be straight. All formwork shall be within a ¼” tolerance of drawings. No mow curb shall have a radius smaller than 72” unless specifically called out ondrawings.24. Contractor shall fine grade all areas for approval by LA. Contractor shall be responsible for providing 2% positive drainage in all planting areas. No plantingor mulching will take place until all construction, clean-up, fine grading, and irrigation is complete in the immediate area. Final finish grading shall be reviewed bythe LA before any planting takes place. Contractor shall be responsible for any additional topsoil required to create a smooth condition prior to planting.25.All planting beds shall be amended as per plans and specs. Submit trip tickets to L.A. for approval of quantity and type of materials.26.All sod and seed areas shall be amended as per plans and specifications.27.Scarify all rootballs (#1 and larger) to prevent plants from remaining pot-bound. This is to be done by hand or with a 3-prong cultivator but never with a shovelor machete.28.Place shrubs and groundcovers so that the top of the rootball is ¼” to ¾” above finish grade Trees shall be set 1" above finish grade for each caliper inch oftrunk. Example: A 3" tree shall be set 3" above finish grade.29.Water in and compact planting backfill to prevent formation of air pockets.30.Plants shall be set plumb, unless otherwise directed by LA.31.Back row of shrubs shall be planted 36” from face of building wall, groundcovers shall be 12” from building or as required by conditions. Front row of shrubsshall be planted a minimum of 24” behind (12” for ground cover) bed lines at lawns or walks and minimum 36” back from curbs, driveways, and parking areas.32.After planting, remove strapping, wire "ears" and string, cords, burlap, etc. from top of B&B rootballs.33.All planting beds and trees shall be mulched with 4” of mulch (3” after settlement)34.All trees are to be stabilized per detail and specs immediately after planting.35.All sod areas shall be thoroughly graded and smoothed with at least 8 passes in different directions using a drag-behind system such as a bunker rake orother device until very smooth and within 1/4" of specified grade (see civil sheets for grading plans).36.Prior to sod installation, a fertilizer shall be applied and tilled into the prepared soil. Application must be done no longer than 24 hours prior to installation ofsod. Do not apply fertilizer when a possibility of rain might occur before sod is installed. Reference specifications for specific type of fertilizer to be used.37.Lay sod in parallel rows with tight joints. All sod must be placed perpendicular to slopes and staggered no less than 12" on each row. Slopes greater than4:1 must be held in place with galvanized sod pins, wood pegs, or other method approved by LA. All sod shall be rolled with a 5-ton mechanical roller in at leasttwo directions within 24 hours of laying. All sod areas shall be barricaded with wood stakes and ribbon for no less than 7 days.38.Plant material shall be pruned as necessary to control size but not to disrupt the natural growth pattern or characteristic form of the plant except as necessaryto achieve height clearance for visibility and pedestrian passage or to achieve a continuous opaque hedge if required.39.All plant material shall be fully-maintained in a healthy and growing condition until final acceptance, and must be replaced with plant material of same varietyand size if damaged, destroyed, or removed. This includes mowing, pruning, watering, and weeding.40.Landscaped areas shall be kept free of trash, weeds, debris, and dead plant material until final acceptance. Any damage to landscape areas shall berepaired at no cost to owner.ENGINEERING SERVICESteague nall and perkins, inc3200 S. Interstate 35E, Suite 1129Denton, Texas 76210940.383.4177 ph 940.383.8026 fxwww.tnpinc.comTBPE: F-230; TBPLS: 10011600, 10011601, 10194381HISTE CCTTESAETSTA IREG 32OF66ET X RL DRE CAANDSEPAWILLI AMH.SMITHDEVELOPMENT SERVICES CENTERLANDSCAPE NOTESALTERNATE D ENGINEERING SERVICES teague nall and perkins, inc 3200 S. Interstate 35E, Suite 1129 Denton, Texas 76210 940.383.4177 ph 940.383.8026 fx www.tnpinc.com TBPE: F-230; TBPLS: 10011600, 10011601, 10194381 DEVELOPMENT SERVICES CENTER OVERALL IRRIGATION PLAN ALTERNATE E YS PROPOSED CONNECTION TO EXITING 8" WATER LINE; PER CITY STANDARDS 1-1/2" WATER METER & RELATED COMPONENTS PROPOSED MOTOROLA CONTROLLER & HUNTER RAIN FREEZE SENSOR ENGINEERING SERVICESteague nall and perkins, inc3200 S. Interstate 35E, Suite 1129Denton, Texas 76210940.383.4177 ph 940.383.8026 fxwww.tnpinc.comTBPE: F-230; TBPLS: 10011600, 10011601, 10194381DEVELOPMENT SERVICES CENTERIRRIGATION PLANALTERNATE EPROPOSED CONNECTION TO EXITING 8"(1) 4" SLEEVE(1) 6" SLEEVEALL IRRIGATION COMPONENTS SHOWN INPAVEMENT IS FOR PLAN CLARITY ONLY(1) 6" SLEEVE(1) 6" SLEEVE(1) 6" SLEEVE(2) 6" SLEEVES(1) 6" SLEEVE(1) 6" SLEEVE(1) 4" SLEEVE(1) 6" SLEEVE56DRIP(1) 6" SLEEVE320.1112"3DRIP429.9112"4DRIP526.0112"5(1) 6" SLEEVELEGEND1(1) - 1-1/2" WATER METER; INSTALLED BYUTILITY CONTRACTOR2(1) - 1-1/2" WYE-PATTERN STRAINER; INSTALLED BY LICENSEDIRRIGATION CONTRACTOR (L.I.C.)3(1) - 1-1/2"" REDUCED PRESSUREASSEMBLY WITH BROWN DEKORRAENCLOSURE (302-BG-C3) AND DEKORRAINSULATED POUCH (603GN); INSTALLEDBY L.I.C.4 (1) - 1 1/2" ARAD HYDROMETER; INSTALLED BY L.I.C.5 (1) - WALL MOUNTED IRRIGATION CONTROLLER WITH METAL CABINET; INSTALLED ON METAL BRACKET; INSTALLED BY L.I.C6(1) - RAIN AND FREEZE SENSOR; INSTALLED ON METAL BRACKET; INSTALLED BY L.I.CNOTESL.I.C. TO CONSTRUCT METAL BRACKET FORCONTROLLER CABINET AT EYE LEVEL HEIGHT.COORDINATE WITH OWNER ON FINALLOCATION. L.I.C. TO INSTALL RAIN/FREEZESENSOR OUTSIDE PER MANUFACTURERSRECOMMENDATIONL.I.C. TO ASSUME ALL COST AND FEESASSOCIATED WITH THE INSTALLATION OF THEWATER METER; COORDINATE WITH OWNERFOR INSTALLATION OF WATER METERSYMBOLMANUFACTURER/MODELHunter PROS-PRS30-06-PCN w/ 6" Rain Bird BodySYMBOLMANUFACTURER/MODELRain Bird XCZ-150-PRB-COMHunter HE-B Point-Source EmitterArea to Receive DriplineRain Bird XFS-09-12SYMBOLMANUFACTURER/MODELRain Bird PEBBall Valve1 1/2" Hydrometer/Master ValveZurn 375 1-1/2"Motorola Irrigation ControllerHunter RFCWATTS Wye-Pattern Bronze StrainerIrrigation Lateral Line: PVC Class 200 SDR 21Irrigation Mainline: PVC Class 200 SDR 21Pipe Sleeve: PVC Schedule 40255010200.51.02.04.06.0YSValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULE ENGINEERING SERVICESteague nall and perkins, inc3200 S. Interstate 35E, Suite 1129Denton, Texas 76210940.383.4177 ph 940.383.8026 fxwww.tnpinc.comTBPE: F-230; TBPLS: 10011600, 10011601, 10194381DEVELOPMENT SERVICES CENTERIRRIGATION PLANALTERNATE EPROPOSED CONNECTION TO EXITING 8"WATER LINE; PER CITY STANDARDSALL IRRIGATION COMPONENTS SHOWN INPAVEMENT IS FOR PLAN CLARITY ONLYYS(1) 6" SLEEVE(1) 6" SLEEVE1234(1) 4" SLEEVE(1) 6" SLEEVE(1) 4" SLEEVE(1) 6" SLEEVE(1) 6" SLEEVE(1) 6" SLEEVE(1) 6" SLEEVE1236.9112"2DRIP121.4112"DRIPLEGEND1(1) - 1-1/2" WATER METER; INSTALLED BYUTILITY CONTRACTOR2(1) - 1-1/2" WYE-PATTERN STRAINER; INSTALLED BY LICENSEDIRRIGATION CONTRACTOR (L.I.C.)3(1) - 1-1/2"" REDUCED PRESSUREASSEMBLY WITH BROWN DEKORRAENCLOSURE (302-BG-C3) AND DEKORRAINSULATED POUCH (603GN); INSTALLEDBY L.I.C.4 (1) - 1 1/2" ARAD HYDROMETER; INSTALLED BY L.I.C.5 (1) - WALL MOUNTED IRRIGATION CONTROLLER WITH METAL CABINET; INSTALLED ON METAL BRACKET; INSTALLED BY L.I.C6(1) - RAIN AND FREEZE SENSOR; INSTALLED ON METAL BRACKET; INSTALLED BY L.I.CNOTESL.I.C. TO CONSTRUCT METAL BRACKET FORCONTROLLER CABINET AT EYE LEVEL HEIGHT.COORDINATE WITH OWNER ON FINALLOCATION. L.I.C. TO INSTALL RAIN/FREEZESENSOR OUTSIDE PER MANUFACTURERSRECOMMENDATIONL.I.C. TO ASSUME ALL COST AND FEESASSOCIATED WITH THE INSTALLATION OF THEWATER METER; COORDINATE WITH OWNERFOR INSTALLATION OF WATER METERSYMBOLMANUFACTURER/MODELHunter PROS-PRS30-06-PCN w/ 6" Rain Bird BodySYMBOLMANUFACTURER/MODELRain Bird XCZ-150-PRB-COMHunter HE-B Point-Source EmitterArea to Receive DriplineRain Bird XFS-09-12SYMBOLMANUFACTURER/MODELRain Bird PEBBall Valve1 1/2" Hydrometer/Master ValveZurn 375 1-1/2"Motorola Irrigation ControllerHunter RFCWATTS Wye-Pattern Bronze StrainerIrrigation Lateral Line: PVC Class 200 SDR 21Irrigation Mainline: PVC Class 200 SDR 21Pipe Sleeve: PVC Schedule 40255010200.51.02.04.06.0YSValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULE ENGINEERING SERVICESteague nall and perkins, inc3200 S. Interstate 35E, Suite 1129Denton, Texas 76210940.383.4177 ph 940.383.8026 fxwww.tnpinc.comTBPE: F-230; TBPLS: 10011600, 10011601, 10194381DEVELOPMENT SERVICES CENTERTREE IRRIGATION PLANALTERNATE E(1) 4" SLEEVE(1) 6" SLEEVEALL IRRIGATION COMPONENTS SHOWN INPAVEMENT IS FOR PLAN CLARITY ONLY(1) 6" SLEEVE(1) 6" SLEEVE(1) 6" SLEEVE(2) 6" SLEEVES(1) 6" SLEEVE(1) 6" SLEEVE(1) 4" SLEEVE(1) 6" SLEEVE56(1) 6" SLEEVE(1) 6" SLEEVE716.01"7TREELEGEND1(1) - 1-1/2" WATER METER; INSTALLED BYUTILITY CONTRACTOR2(1) - 1-1/2" WYE-PATTERN STRAINER; INSTALLED BY LICENSEDIRRIGATION CONTRACTOR (L.I.C.)3(1) - 1-1/2"" REDUCED PRESSUREASSEMBLY WITH BROWN DEKORRAENCLOSURE (302-BG-C3) AND DEKORRAINSULATED POUCH (603GN); INSTALLEDBY L.I.C.4 (1) - 1 1/2" ARAD HYDROMETER; INSTALLED BY L.I.C.5 (1) - WALL MOUNTED IRRIGATION CONTROLLER WITH METAL CABINET; INSTALLED ON METAL BRACKET; INSTALLED BY L.I.C6(1) - RAIN AND FREEZE SENSOR; INSTALLED ON METAL BRACKET; INSTALLED BY L.I.CNOTESL.I.C. TO CONSTRUCT METAL BRACKET FORCONTROLLER CABINET AT EYE LEVEL HEIGHT.COORDINATE WITH OWNER ON FINALLOCATION. L.I.C. TO INSTALL RAIN/FREEZESENSOR OUTSIDE PER MANUFACTURERSRECOMMENDATIONL.I.C. TO ASSUME ALL COST AND FEESASSOCIATED WITH THE INSTALLATION OF THEWATER METER; COORDINATE WITH OWNERFOR INSTALLATION OF WATER METERSYMBOLMANUFACTURER/MODELHunter PROS-PRS30-06-PCN w/ 6" Rain Bird BodySYMBOLMANUFACTURER/MODELRain Bird XCZ-150-PRB-COMHunter HE-B Point-Source EmitterArea to Receive DriplineRain Bird XFS-09-12SYMBOLMANUFACTURER/MODELRain Bird PEBBall Valve1 1/2" Hydrometer/Master ValveZurn 375 1-1/2"Motorola Irrigation ControllerHunter RFCWATTS Wye-Pattern Bronze StrainerIrrigation Lateral Line: PVC Class 200 SDR 21Irrigation Mainline: PVC Class 200 SDR 21Pipe Sleeve: PVC Schedule 40255010200.51.02.04.06.0YSValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULE ENGINEERING SERVICESteague nall and perkins, inc3200 S. Interstate 35E, Suite 1129Denton, Texas 76210940.383.4177 ph 940.383.8026 fxwww.tnpinc.comTBPE: F-230; TBPLS: 10011600, 10011601, 10194381DEVELOPMENT SERVICES CENTERTREE IRRIGATION PLANALTERNATE EPROPOSED CONNECTION TO EXITING 8"WATER LINE; PER CITY STANDARDSALL IRRIGATION COMPONENTS SHOWN INPAVEMENT IS FOR PLAN CLARITY ONLYYS(1) 6" SLEEVE(1) 6" SLEEVE1234(1) 4" SLEEVE(1) 6" SLEEVE(1) 4" SLEEVE(1) 6" SLEEVE(1) 6" SLEEVE(1) 6" SLEEVE(1) 6" SLEEVE68.501"6TREELEGEND1(1) - 1-1/2" WATER METER; INSTALLED BYUTILITY CONTRACTOR2(1) - 1-1/2" WYE-PATTERN STRAINER; INSTALLED BY LICENSEDIRRIGATION CONTRACTOR (L.I.C.)3(1) - 1-1/2"" REDUCED PRESSUREASSEMBLY WITH BROWN DEKORRAENCLOSURE (302-BG-C3) AND DEKORRAINSULATED POUCH (603GN); INSTALLEDBY L.I.C.4 (1) - 1 1/2" ARAD HYDROMETER; INSTALLED BY L.I.C.5 (1) - WALL MOUNTED IRRIGATION CONTROLLER WITH METAL CABINET; INSTALLED ON METAL BRACKET; INSTALLED BY L.I.C6(1) - RAIN AND FREEZE SENSOR; INSTALLED ON METAL BRACKET; INSTALLED BY L.I.CNOTESL.I.C. TO CONSTRUCT METAL BRACKET FORCONTROLLER CABINET AT EYE LEVEL HEIGHT.COORDINATE WITH OWNER ON FINALLOCATION. L.I.C. TO INSTALL RAIN/FREEZESENSOR OUTSIDE PER MANUFACTURERSRECOMMENDATIONL.I.C. TO ASSUME ALL COST AND FEESASSOCIATED WITH THE INSTALLATION OF THEWATER METER; COORDINATE WITH OWNERFOR INSTALLATION OF WATER METERSYMBOLMANUFACTURER/MODELHunter PROS-PRS30-06-PCN w/ 6" Rain Bird BodySYMBOLMANUFACTURER/MODELRain Bird XCZ-150-PRB-COMHunter HE-B Point-Source EmitterArea to Receive DriplineRain Bird XFS-09-12SYMBOLMANUFACTURER/MODELRain Bird PEBBall Valve1 1/2" Hydrometer/Master ValveZurn 375 1-1/2"Motorola Irrigation ControllerHunter RFCWATTS Wye-Pattern Bronze StrainerIrrigation Lateral Line: PVC Class 200 SDR 21Irrigation Mainline: PVC Class 200 SDR 21Pipe Sleeve: PVC Schedule 40255010200.51.02.04.06.0YSValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULE PERLOCAL CODEENGINEERING SERVICESteague nall and perkins, inc3200 S. Interstate 35E, Suite 1129Denton, Texas 76210940.383.4177 ph 940.383.8026 fxwww.tnpinc.comTBPE: F-230; TBPLS: 10011600, 10011601, 10194381DEVELOPMENT SERVICES CENTERIRRIGATION DETAILSALTERNATE ESYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIHunter PROS-PRS30-06-PCN w/ 6" Rain Bird Body 49 30Flood Bubbler, 6.0" pop-up.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird XCZ-150-PRB-COM 5 High Flow Control Zone Kit, for Large Commercial Drip Zones.1-1/2" PESB Valve with two 1" Pressure Regulating (40psi)Quick-Check Basket Filters. Flow range: 15-40gpm.Hunter HE-B Point-Source Emitter50 Point Source Drip Emitter with Self Piercing Barb. Color codedemitters for flow rates of 0.5, 1.0, 2.0, 4.0, and 6.0 GPH. Can beinserted into 1/2" and 3/4" tubing and have pressurecompensating from 15-50 PSI. Optional diffuser cap (HE)available.Area to Receive DriplineRain Bird XFS-09-12 8,923 l.f.XFS Sub-Surface Pressure Compensating Dripline w/CopperShield Technology. 0.9 GPH emitters at 12" O.C. Lateralsspaced at 12" apart, with emitters offset for triangular pattern.UV Resistant. Specify XF insert fittings. Sub-Surface Driplineshall be installed below mulch layer only.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird PEB 2 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow OperatingCapability, Globe Configuration.Ball Valve 11 Spears CWV, Same size as mainline/lateral pipe.1 1/2" Hydrometer/Master Valve 1 1 1/2" Arad Meter AC 1 Pulse = 10 Gallons; (Part #:IS-BM-15-AC-10). Contact Matt Swor (214) 882-8731 forOrdering Equipment.Zurn 375 1-1/2"1 Reduced Pressure Principle Assembly.Motorola Irrigation Controller 1 IRRInet ACE 24 Station Bracket Mounted Controller (Part #:IS-R2A-RU-WS). Contact Matt Swor (214) 882-8731 for OrderingEquipment.Hunter RFC 1 Rain and freeze sensor, with conduit installation, mount asnoted. Normally closed switch.WATTS Wye-Pattern Bronze Strainer 1 1-1/2", Series 777SIrrigation Lateral Line: PVC Class 200 SDR 21 3,899 l.f.Irrigation Mainline: PVC Class 200 SDR 21 807.5 l.f.Pipe Sleeve: PVC Schedule 40 1,119 l.f.255010200.51.02.04.06.0YSValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULENUMBERMODELSIZETYPEGPMPSIPRECIP1Rain Bird XCZ-150-PRB-COM1-1/2"Area for Dripline21.4027.021.44 in/h2Rain Bird XCZ-150-PRB-COM1-1/2"Drip Emitter36.8939.601.44 in/h3Rain Bird XCZ-150-PRB-COM1-1/2"Area for Dripline20.1019.131.44 in/h4Rain Bird XCZ-150-PRB-COM1-1/2"Area for Dripline29.8823.551.44 in/h5Rain Bird XCZ-150-PRB-COM1-1/2"Drip Emitter26.0034.991.44 in/h6Rain Bird PEB1"Bubbler8.5037.711.70 in/h7Rain Bird PEB1"Bubbler16.0039.231.82 in/hVALVE SCHEDULE IRRIGATION NOTESSECTION 1 - GENERAL1.These notes are intended as a field reference for the Contractor. The Contractor will thoroughly review these notes, as well as the specifications,and drawings prior to start of any work. The Contractor shall visit the site prior to submitting his bid and prior to start of work to become completelyfamiliar with site conditions.2.Contractor shall provide a complete, functioning automatic irrigation system. This includes all materials, labor, fees, taxes, equipment, and othercosts incidental to accomplishing the end.3.Contractor shall be a licensed irrigator/installer in the State of Texas.4.It is the responsibility of the Contractor to advise the Licensed Irrigator (hereinafter, LI) of any condition found on the site which prohibitsinstallation as shown on these drawings. The term of "Licensed Irrigator" shall refer to Teague Nall and Perkins, Inc., 5237 N. Riverside Drive, Suite100, Fort Worth, Texas 761375.Prior to submitting a bid, the Contractor shall verify any discrepancies between the notes, specifications, or the drawings with the LI forclarification. If there is a discrepancy between the number or quality of materials shown on the plans and the number of materials shown in thematerials legend, the greater number of and greater quality materials will take precedence for bidding purposes. All quantities listed are for informationonly.6.Written dimensions prevail over scaled dimensions. Notify LI of any discrepancies.7.The Contractor bears all responsibility and costs for obtaining all licenses and permits required by federal, state, and local agencies to accomplishthe work of this project. All work shall be installed in accordance with applicable codes and ordinances.8.Contractor shall be responsible for coordinating their work with project's building contractor, other trades, and owner.9.Warning! Call toll-free 811 before you dig! The contractor bears all responsibility for verifying all underground utilities, pipes, and structures in thefield prior to construction. Any damage to utilities that are to remain shall be repaired immediately at no expense to the owner. The Contractor shallcontact the building contractor and all utility authorities to mark location of site utilities. Install flags or stakes and maintain them in place throughout theproject. Damage to utilities or other work shall be repaired at the expense of the contractor responsible for the damage. The locations of existingutilities as shown on these plans are approximate. There may be other underground utilities within the project area that are not shown. LI and/orEngineer and/or Surveyor assumes no responsibility for any utilities not shown on plans.10.The design water pressure necessary for this system's proper operation is 75 p.s.i. Contractor shall verify static water pressure prior tocommencement of construction/installation. Should a discrepancy occur between the design pressure and the actual pressure contact the LI beforeproceeding with the work. Failure to do so should a discrepancy occur will result in the Contractor making necessary changes to the irrigation systemto the satisfaction of the LI without additional cost to the Owner or LI.11.Contractor shall operate the existing irrigation system prior to the commencement of installation of the proposed work. Existing heads andmainline shall be located, and the proposed system adjusted to insure adequate irrigation coverage between the two systems.12.Due to existing vegetation, utilities, and other site conditions, the Contractor should anticipate field adjustments by the LI and should understandsuch adjustments are not eligible for a change order13.The irrigation system shall have 100% coverage of all planting areas, head-to-head spacing, and matched precipitation rates on each zone.Contractor shall be responsible for the supply and installation of additional heads needed to cover "dry spots" or slight variations from the plan.14.The Contractor shall give the LI notice of required inspections upon completion of each of the following phases:A.Pre-Job Conference - 7 days.B.Pressure supply line installation & testing - 48 hoursC.Automatic controller installation - 48 hoursD.Control wire installation - 48 hoursE.Lateral line and irrigation installation - 48 hoursF.Coverage test - 48 hoursG.Final inspection - 7 days15.The entire system shall be unconditionally guaranteed by the Contractor against defective work and materials for a period of one year after finalacceptance. Damage to the irrigation system or cutting off of water or electricity by other trades or persons shall not void the warranty.16.It is the contractor's responsibility to insure the availability of water to the plants at all times until final acceptance.17.LI assumes no responsibility for damages, liabilities, or cost resulting from changes or alterations made to the plan without the express writtenconsent of LI.SECTION 2 - MATERIALS18.All materials are subject to approval or refusal by the LI. All material rejected by the LI shall be removed from the site and replaced withacceptable material at the Contractor's expense. All material to be new and first quality. The Contactor shall check all material for specifiedrequirements, shipping damage, manufacturing defects, and shall reject all unsatisfactory materials.19.Contractor shall install anti-drain devices (check valves) where necessary to prevent low head drainage and shall install pressure compensatingdevices where necessary to prevent overspray or misting.20.Do not make substitutions. If specified material is not available, submit proof of non-availability to LI. If contractor wishes to use substituteequipment he shall submit cut sheets and detailed calculations for the LI's approval or rejection. All substitutions shall have written approval form the LI30 days prior to installation.21.Contractor shall install one extra control wire, routed with the common wire to each control valve, with the installation of the pilot and commonwires.(for bidding clarity, consider the extra control wire as a second common wire, different color. The length of the extra control wire is equal to thelength of the common wire).22.All control wire shall be direct burial, 600 volt, single conductor solid copper, plastic insulated cable, rated for direct burial applications, U.F., U.L.approved 14 gauge (minimum) pilot and common ground return wire.-Pilot Wire: red (color)-Common Ground Wire: white (color)-Extra Control Wire: blue (color)23.Install all wire connections to valves with wire nuts inside DBY weather-sealed connectors.SECTION 3 - EXECUTION24.All locations and workmanship are subject to approval or refusal by the LI. All locations and workmanship rejected by the LI shall be remedied atthe Contractor's expense. All piping and head layout is shown diagrammatically and is to be located in planting areas where possible. Locate lines insuch a way so as to cause the least conflict with other built and natural features.25.The Irrigation Contractor shall be responsible for the final electrical connection of the controller. This shall include all necessary fuse boxes orother electrical requirements.26.No installation (except sleeving) of any piping will take place until all clean-up and rough grading (to within 2" of finish grade) is complete in theimmediate area.27.If an irrigation pump is specified, the Contractor shall test the pump in presence of LI to verify it meets specified flow at the specified pressureand submit test results to LI for approval. No irrigation work shall begin until specified water quality, pressure, and flow is provided.28.Installation of irrigation sleeves under paving as indicated on the drawings, shall be the responsibility of the Irrigation Contractor, unlessotherwise noted. Provide 12" to top of sleeve from bottom of pavement when going under pavement. All sleeves shall be PVC schedule 40 with #12pull wire wherever electrical conduit, lateral sprinkler lines, or main sprinkler lines pass through or go under masonry, paving, etc. It is the responsibilityof the Irrigation Contractor to locate and mark the sleeve ends.29.Contractor to provide minimum cover of 18" for pressure mainline and 12" for lateral lines. Lateral lines may be installed over mainlines.30.Contractor shall hand trench through the root zone (within the dripline) of existing trees taking care not to cut any roots larger than one (1") inch.Where possible contractor shall trench around trees to avoid cutting roots. Where possible contractor shall trench directly towards tree trunk ratherthan across the root zone to minimize damage to tree roots. Irrigation trenches shall be routed to avoid proposed tree locations by a minimumof 5'-0”. See landscape planting plans prior to trenching and installation and coordinate work with Landscape Contractors.31.All heads shall be plumb, 1/2" above finish grade in sod areas, 1" above finish grade in planting beds, and evenly spaced to provide for uniformdistribution. All heads shall be adjusted to provide even coverage and to keep water in landscaped areas and off of walls and pavement.32.Contractor shall flush all lines prior to nozzle installation for pop-up spray heads and prior to head installation for rotor heads and bubblers.33.Prior to installation, the final location of the automatic controller shall be determined by the Owner and LI.34.Provide the LI and Owner a reproducible, As-Built Record Drawings (same size as drawing) and a reduced, laminated copy for the inside of thecontroller. As-built drawings shall show valves, controller, and sleeves dimensionally located from two permanent points of reference. Contractor shallalso provide all irrigation product information and controller operating manuals.35.All limestone, rocks, and building materials dug up during trenching shall be removed from the site and not put back into trenches.36.Contractor is to test water for staining potential and submit results to LI. Install LI approved filtration system to prevent staining.37.Contractor shall make every effort to prevent staining of walls, walks, driveways, vehicles, or other structures. Contractor guarantees job againstsuch staining for thirty (30) days. Contractor shall install a suitable rust prevention system if required to prevent staining.38.The entire irrigation system shall be fully-maintained until final acceptance by continuously checking the system to ensure that plants arereceiving the proper amount of water. Any broken or defective materials shall be immediately replaced with material originally specified.ENGINEERING SERVICESteague nall and perkins, inc3200 S. Interstate 35E, Suite 1129Denton, Texas 76210940.383.4177 ph 940.383.8026 fxwww.tnpinc.comTBPE: F-230; TBPLS: 10011600, 10011601, 10194381DEVELOPMENT SERVICES CENTERIRRIGATION NOTESALTERNATE E ELM ST. McKINNEY ST.PARKWAY ST.BOLIVAR ST.E. McKINNEY ST.BOLIVAR ST.DAYBREAK PARKING LOTENGINEERING SERVICESLIGHTING PLANSUITE 1660DALLAS, TEXAS 75234972-248-30063030 LBJ FREEWAYTBPE FIRM NO. F-45090295DHARMESH M. SHAH DAYBREAK PARKING LOTENGINEERING SERVICESLIGHTING DETAILSSUITE 1660DALLAS, TEXAS 75234972-248-30063030 LBJ FREEWAYTBPE FIRM NO. F-45090295DHARMESH M. SHAH ELM ST.. McKINNEY ST.PARKWAY ST.BOLIVAR ST.E. McKINNEY ST.BOLIVAR ST.0.90.70.50.60.71.01.61.51.10.60.91.22.83.42.60.91.33.54.85.00.50.70.91.33.24.85.50.50.60.91.21.52.02.63.95.05.13.51.30.50.60.81.01.31.62.02.83.74.02.91.50.60.81.11.51.51.61.92.32.72.92.31.42.23.04.45.31.92.02.22.32.31.91.32.02.63.65.23.82.72.32.22.01.61.11.62.02.63.64.45.85.54.93.42.52.11.71.41.01.21.52.02.63.15.14.74.03.32.62.01.61.20.91.01.31.72.22.42.93.02.92.62.31.81.41.10.80.91.11.51.82.02.02.02.12.01.81.51.31.00.70.81.11.41.61.71.41.41.51.51.41.21.00.90.70.91.11.31.51.61.01.01.01.11.00.90.80.70.61.01.21.51.61.70.70.70.80.80.80.71.11.51.81.91.90.50.60.60.60.60.61.31.82.22.42.40.50.50.50.50.50.51.62.22.73.03.00.50.50.50.50.50.52.12.83.74.34.00.50.60.60.60.60.62.93.95.55.65.20.70.70.80.80.80.83.65.15.96.94.71.11.11.11.11.24.15.46.01.51.51.51.51.73.84.34.12.02.12.22.22.42.32.21.82.02.12.12.12.22.32.32.22.12.22.42.62.93.13.23.43.42.91.52.02.53.03.33.53.43.12.72.21.81.71.92.22.52.83.03.13.23.02.82.52.22.32.63.03.33.73.93.93.63.02.41.71.52.23.24.25.25.55.14.13.02.21.71.71.92.53.13.94.85.44.94.03.22.42.12.12.53.24.15.15.85.54.63.52.41.51.32.03.15.16.46.76.14.52.71.91.61.61.82.33.34.95.96.26.04.83.12.21.91.92.33.14.56.06.76.75.53.42.11.41.21.62.53.93.62.31.81.71.61.72.02.74.33.92.62.01.91.92.12.53.84.94.12.71.21.72.54.34.52.72.01.71.61.71.92.53.94.32.82.11.91.92.02.43.64.95.03.21.21.93.04.74.63.22.31.81.61.72.13.04.75.03.42.42.01.82.12.74.15.65.33.72.41.61.01.32.02.83.63.52.92.41.91.71.82.33.14.04.03.22.62.12.02.32.93.64.44.03.22.51.71.11.41.92.32.62.62.42.11.91.81.92.32.72.92.92.62.42.22.12.32.62.83.02.82.42.11.61.21.21.51.81.91.91.91.92.01.91.81.71.71.82.02.22.32.22.12.12.22.22.01.91.92.02.12.32.22.12.02.01.91.71.41.01.31.41.41.31.31.41.51.51.51.51.61.61.71.71.61.51.51.61.71.71.61.61.71.71.81.61.51.41.41.41.01.01.11.21.21.21.31.31.31.41.31.21.31.31.31.31.31.31.31.21.11.11.10.70.80.80.80.91.01.11.11.11.11.11.11.01.01.11.11.11.11.11.11.01.00.90.90.90.70.70.70.70.80.91.01.01.01.01.01.00.90.90.91.01.00.90.90.90.80.80.90.90.90.80.70.70.70.70.70.90.91.01.01.01.01.01.00.90.90.90.90.90.90.80.80.80.80.91.01.00.90.70.80.90.90.91.01.11.11.11.11.11.21.11.11.01.11.01.00.90.80.80.80.81.11.21.21.00.81.01.21.21.21.31.31.31.31.31.31.41.41.41.31.31.21.11.00.90.80.80.91.41.51.51.20.91.31.51.71.61.61.71.81.71.61.51.51.51.61.71.81.81.71.71.81.81.71.51.31.11.00.90.91.01.21.51.92.12.22.32.32.42.32.21.91.71.51.61.82.02.32.42.42.42.42.42.21.91.51.21.11.01.11.21.41.92.43.03.53.82.72.21.71.52.32.83.23.73.93.63.12.62.11.31.21.21.31.51.82.43.23.84.14.95.32.92.01.51.31.32.13.14.45.15.45.04.12.82.01.31.21.41.62.02.43.34.95.02.31.61.21.11.31.00.80.80.80.60.50.50.50.5DAYBREAK PARKING LOTENGINEERING SERVICESPHOTOMETRICSSUITE 1660DALLAS, TEXAS 75234972-248-30063030 LBJ FREEWAYTBPE FIRM NO. 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STANDARD DETAILS DRIVE APPROACH DETAILS CERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET. STANDARD DETAILS SIDEWALK DETAILS