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HomeMy WebLinkAbout17-020 Map 1REVISIONS DATE PLANT SCHEDULE QTY- ABRV- COMMON NAME BOTANICAL NAME SIZE SPECIFICATIONS 29 PO I American Sycamore Platanus Occidentalis 2" cal. 6-8' ht., 4-6' spread 75 TG Clevera Ternstroemia G mnanthera 1 gal r . 353 i 1 Datr COMPLIANCE REQUIRED UPON .•... -.. - .-..:.',s:. _ _,.--_a•a.:,_�.� —: �+.,-.ram.-_ :._„ , _ ... -r• .. TECf1ED PLAN' MIX. WATER a TO REMOVE AIR POCKETS / IH ALL I SYCAMORE TREE TO BE PROVIDED BY OTHERS. TYP J.: / • BERMUDA LANDSCAPE CALCULATIONS TREES REQUIREMENT: TREES REQUIREMENT: PERIMETER PERIMETER 1 TREE PER 30 LINEAR FEET 3 SHRUBS PER 30 LINEAR FEET NORTH SIDE NORTH SIDE LENGTH = 89 5 FT LENGTH = 89.5 FT SOUTH SIDE SOUTH SIDE LENGTH = 135.5 FT LENGTH = 135.5 FT EAST SIDE EAST SIDE LENGTH = 260 FT LENGTH = 260 FT WEST SIDE WEST SIDE LENGTH = 260 FT LENGTH = 260 FT TOTAL LENGTH = 745 FT TOTAL LENGTH = 745 FT NUMBER OF TREES = 25 NUMBER OF SHRUBS = 75 INTERIOR 1 TREE PER 12 PARKING SPACES NUMBER OF PARKING SPACES = 50 NUMBER OF TREES = 4 PLANT KEY SYM. Abv. Common Name PO AMERICAN SYCAMORE ti..r TG CLEYERA PLANTING NOTES: I ,' I'. •� 1. The contrador is responsible for verifying the project site and all of the quantities ;: _ 55y �� indicated on these plans before bidding this job \ f f '�•'� BER4fUDA f 2 Al plants shall be in good health, vigorous, evenly branched and thickly foliated when in \ ' �• '! . �, m leaf. Al plants shall be free of disease, insects (including eggs and larvae), as well as •,�• have a healthy developed root system They should also be tree of physical damage or Y-, adverse conditions that would prevent thriving growth ., 5. Plants shall conform to the specifications on the plats fist _ • : , --Y-• • . •� �;� LL S. Thcre will be no aubstltuto of plant materials unless authorized by the City of Little 1 - Rock in writing If proof is submitted that any plant specified is not obtainable, a will be considered for use of the nearest equivalent size or variety with the ,y56 y5 CEDAR$ STREET R E E g T j ao proposal corresponding adjustment of contract price. (ONI, WAY) / / i 7 Plant material locations and bed outlines shall be staked or gagged on site by the I contractor and shall be adjusted if required to fit actual as -built conditions on site and 3' MULCH SHRUB PLANTING SCALE NOT TO SCALE approved by the City of Little Rock 8 Al proposed tree planting locations shall be staked or flagged before installation by the landscape contractor and approved by the City of Little Rock 9. The contractor shall excavate plant pits, according to the drawings, unless otherwise directed 10. Al container grown roothalls shall be carefully scoured before setting in plant pits. 11 All backfill around plant materials shall be worked firmly, tamped and watered in under and mound the rcotbAll to fll all VDI NOM: 12 Planting beds shall be cut or edged to form a uniform dean line between beds and lawn STAKE TO FIRST BRANCHES areas AS NECESSARY FOR FIRM SUPPORT 13. Ater all plant material in a bed area has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish WARE SHALL NOT TOUCH OR RUB ADJACENT grades, All planting beds and plant saucers shall then be uniformly covered with a DTuNXS OR BRµptES minimum three inch layer of specified mulch. 3/ 2- X 2- HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 15. Al planting bed areas with acceptable topsoil shall be top dressed with 50 % organic 1B' INTO THE I(FIL ADE PRIOR TO BAGHL'71LNO 6-6-6commercial fertilizer at a rate of nine pounds per 1000 square feet and tilled to a minimum depth of three inches. 2 STRAND 12 GAUGE GALV. WARE TWISTED AND ENCASED 18. plant matehtal twckfig murhue chat be thmasghly mixed in the following preparations: IN RUBBER NOSE 6 — B' 50% existing clean topsoil 50%soil rn Kv 11] peaL 113 topsol, 113 composted cow 3' MULCH FROM TOP OF STAKE manure- FORM SAUCER WITH 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL 3' CONTINUOUS RIMS BRANCHES 17. The landscape contrador is responsible for all fine grading preparation for planting. 19. Contractor shall coordinate construction of planting areas with installation of rogation system or hose bibs, whichever is specified. sPEO1TFD PLFIeTING MIX WATER a TAMP To RE160 E AIR POCRIS 2 X BALL DIA. SINGLE -TRUNK TREE STAKING GRAPHIC SCALE SCALE: NOT TO SCALE 0 10 20 40 DU $O U) 4Z O S z � Z a Y Y a. IX a LU o H U J Z oa x U J PRAWN BY GJC DESIGNED GJC CHECKED GJC DATE 03-24-2017 SCALE H: 1 "=20' PROJECT NO. SHEET NO. L1 IRRIGATION SCHEDULE REVISIONS DATE QTY. DESCRIPTION SPECIFICATION 1 BACKFLOW DEVICE WATTS 007-OT-1 WITH SLAB AND COVER '985 LF MAINLINE RIANBIRD XFS SUB -SURFACE DRIPLINE 1 DRIP ZONE KIT - 2 ZONE RAINBIRD XCZ-100 PRF 29 IRRIGATION HEAD RAINBIRD XERI-BUBBLER 1 IRRIGATION CONTROLLER RAINBIRD TBOS CONTROLLER 160 LO PVC SLEEVE 2" PVC SLEEVE (DRAM BNB TOGS CONTROL MODULE ATERPROOF CONNECTION MN TNm TOGS SOLENOID COMMMOTE VALVE UN m TOM RAN SIUFOFF DEVICE c HxT>a1G IAIIrME CALLO'.it W'mao: CHOOSE EITHER LEADERS OR BUBBLE CALIBOrs BY TURNING ON THE APPROPRIATE LAYER: TEXT-EAOERS TOOJHBKES _ITEM 1 -10 TO TURN ORS ITC u6'[RUCn M BOX. TURN OFF LAYER-I11'-RA 0—,ALA4T. THREE -PROGRAM BATTERY -OPERATED -CONTROLLER TBOS-WIRING-DIAGRAM TITLE4 (DN W331 TN)( memo STAo H S A RAMS Ww XEBi-Bt[ALER SPINE Of'Roll" (1EHM AS REClR=) �y A' I" UOED ON tL4WNQ° @TOP OF MULCH ICTr; 1. USi RAN BRm xERRAN TOOL xM-TOOL TO INSERT BABR CONNECTOR DIRECTLY VR0 i/:-- POLYETHYLENE TUBING. 2. RAN M4 11.'.-ES:MDI SP L sxD-iDD-^nc - Iw oaac - .:Ru.ws - is c 9A XERI-BUBBLER-SPIKE CEDAR STREET (ONE WAY) O FINISH GRADE O STANDARD, VALVE Box WITH COVER: I B a x RAIN BIRD YB-STD OS WATERPROOF CONNECTION: 1® S 5 6 RAO MBm 08 SER R VA © LVE m TAG © 50-INCH LINEAR LENGTH OF WINE. 001LED © PRESSURE REGULATING FILTER: RAIN 1Nm PRF-100-ROY (1NCLMDED B 7 8 O7 IN 1C4_1111 M O pVc 1CH NO rpWE A6MTGR �l 11 LATERAL PIPE �} @ REMOTE CONTROL VALVE: RAN Aim IOD-OV (INCLUDED IN 10 XCZ-IOD-AF KIT) PVC SCH 40 TEE: ON ELL TO MAMIF. II S_IHC11 NHIIEIUN DEPTH OF a/HNCH I© WKNED 9PAYEL MANIFOLD PIPE AND FITTINGS SIDE VIEW TOP VREW XCZ-1 00-PRF-1"CONTROL NOTES ALL PIPE AND WIRE UNDER PAVING SHALL BE PLACED IN SCHEDULE 40 P.V.C. SLEEVES FOR THE FULL PAVEMENT COVERAGE LENGTH AND SHALL BE AT LEAST 24' BELOW GRADE. MAINLINES SHALL BE BURIED TO PROVIDE A MINIMUM COVER OF 18% WHILE ALL LATERAL LINES SHALL HAVE A MINIMUM OF 12'. THE CONTRACTOR SHOULD TAKE CARE TO REROUTE PIPING AS NECESSARY TO AVOID PLANT OR TREE ROOTS. ALL SPRINKLERS SHALL BE SITE ADJUSTED TO PREVENT WATER OVERTHROW ONTO BUILDING SURFACES AND WALKWAYS I.D. DESCRIPTION SPECIFICATION ® WATER SOURCE 1" IRRIGATION METER (BY OTHERS) NN BACKFLOW DEVICE WATTS 007-OT-1 — IRRIIs—MAINLINE RIANBIRD XFS SUB -SURFACE DRIPLINE 8 DRIP ZONE KIT RAINBIRD XCZ-100 PRF oO IRRIGATION HEAD RAINBIRD XERI-BUBBLER GRAPHIC SCALE 0 10 20 40 60 130 YVI. UK UH Y. vu DOUBLE CHECK ASSEMBLY WATTS 007-OT-1 PVC OR GALV. 90 WATTSROCK ENCLOSURE ON CONCRETE SLAB W/ANCHORS AND LOCK GALVANIZED UNION (AS REQUIRED) GALV. NIPPLES THICK CONCRETE SLAB (40'X24-) NOTE: INSTALL PER 18' MINIMUM MANUFACTURERS RECOMMENDATIONS, (INSULATE AS REQUIRED) cp" Ll MAINLINE PVC OR GALV. 90 DOUBLE CHECK ASSEMBLY NOT TO SCALE Qz Col Y C9 z Q � J U a z z W a o p a H C � p J z LL 0 a } 2 F- H M PRAWN BY GJC DESIGNED GJC CHECKED GJC DATE 3-24-2017 SCALE H: 1 "=20' PROJECT NO. SHEET NO. 11