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Landscape Plan -1-15-21 APPROVED WITH CONDITIONAx'u Ax'u Ax'u Ax'u Ax'u M'pr M'pr M'pr M'pr M'pr Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a (2)M'ml (29)Pv'n Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a M'pr M'pr M'pr M'pr Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b (3)Am'h (5)Pf'g (1)Po'f (3)Ca'k (3)Am'm (5)Am'm (3)Am'm (3)Pf'g (2)M'ml (5)Am'm (4)Po'f (5)Am'm (3)M'ml (5)Hs's (7)Am'm (4)Hs's (2)Am'm (3)M'ml (2)Hs's (3)Am'm (3)Po'f (3)Aa's (3)Aa's (2)Hs's (3)Am'm (2)Hs's (3)Aa's(3)Aa's (2)R'dk(8)Pv's (2)M'ml (3)Pv'n (3)Pv'n (6)Pv'n (3)Pv'n (5)Pv'n (5)Pv'n (10)Pv'n (3)Pv'n (1)M'ml (2)R'dk (7)Hs's (3)R'dk (1)M'ml (3)R'dk (7)Hs's (3)R'dk (2)M'ml (3)Pv'n (3)Pv'n (2)M'ml (1)M'ml Pp'b Pp'b Pp'b Pp'b P'bs P'bs P'bs P'bs Pp'b Pp'b Pp'b Pp'b P'bs P'bs (3)Po'f (6)Pv's (4)Hs's (9)Pv's (7)Pv's (7)Pv's (9)Pv's (3)R'dk (5)Am'm(1)Aa's (1)Aa's (1)Am'm(1)M'ml (1)M'ml (1)Hs's AUTUMN BRILLIANCE SERVICEBERRY 20' TALL X 15' WIDE PRAIRIE ROSE CRABAPPLE 20' TALL X 18' WIDE (3)Pb'p (3)Pb'p (4)Pb'p (4)Pb'p (4)Pb'p (4)Pb'p (4)Pb'p (4)Pb'p (7)Hs's (6)Pf'g (5)Am'h(5)Am'h (2)Pb'p (1)Pb'p (2)Pb'p (1)Pb'p (1)Pb'p (2)Pb'p (2)Pb'p (1)Pb'p (2)Pb'p 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE P'bs 6 Picea omorika `Bruns`B & B 5`-6` Bruns Spruce Pp'b 8 Picea pungens `Bakeri`B & B 5`-6` Baker`s Colorado Blue Spruce Pn'a 12 Pinus nigra `Arnold Sentinel`B & B 5`-6` Arnold Sentinel Austrian Pine DECIDUOUS TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE Ax'u 5 Acer truncatum x platanoides `JFS-KW187` TM B & B 2"Cal Urban Sunset Maple Ag'a 12 Amelanchier x grandiflora `Autumn Brilliance` B & B 2"Cal `Autumn Brilliance` Serviceberry M'pr 9 Malus x `Prairie Rose`B & B 2"Cal Prairie Rose Crabapple DECIDUOUS SHRUBS CODE QTY BOTANICAL / COMMON NAME CONT Aa's 14 Amelanchier alnifolia `Obelisk` TM 5 gal Standing Ovation Serviceberry Am'm 42 Aronia melanocarpa `UCONNAM165` TM 5 gal Low Scape Mound Chokeberry Am'h 13 Aronia melanocarpa `UCONNAM166` TM 5 gal Low Scape Hedger Chokeberry Ca'b 16 Cornus alba `Bailhalo` TM 5 gal Ivory Halo Dogwood Po'f 11 Physocarpus opulifolius `UMNHarpell` Fireside TM 5 gal Fireside Ninebark Pf'g 14 Potentilla fruticosa `Gold Drop`5 gal Gold Drop Potentilla Pb'p 48 Prunus besseyi `P011S` TM 5 gal Pawnee Buttes Sand Cherry GRASSES CODE QTY BOTANICAL / COMMON NAME CONT Ca'k 3 Calamagrostis x acutiflora `Karl Foerster`1 gal Feather Reed Grass Hs's 42 Helictotrichon sempervirens `Sapphire`1 gal Blue Oat Grass M'ml 24 Miscanthus sinensis `Morning Light`2 gal Morning Light Maiden Grass Pv'n 73 Panicum virgatum `North Wind`1 gal Northwind Switch Grass Pv's 46 Panicum virgatum `Shenandoah`1 gal Shenandoah Switch Grass ROSES CODE QTY BOTANICAL / COMMON NAME CONT R'dk 16 Rosa x `Radtko`5 gal Double Knock Out Rose P'bs Pp'b Pn'a Ax'u Ag'a M'pr Ca'b PLANT SCHEDULE 1 LANDSCAPE SYMBOL DESCRIPTION QTY SODDED LAWN AREA 5,446 sf LAWN AREAS SHALL BE SOD. NEW TURF AREAS TO BE SODDED WITH 18% "BLUESTAR KENTUCKY BLUEGRASS, 19% "MARQUIS" KENTUCKY BLUEGRASS, 17% "NEWPORT" KENTUCKY BLUEGRASS, 17% "TOUCHDOWN" KENTUCKY BLUEGRASS, 16% "APM PERENNIAL RYEGRASS, 13% "ACCENT PERENNIAL RYEGRASS OR APPROVED EQUAL AT A RATE OF 220 LBS. PER ACRE. FINE LEVEL ALL AREAS PRIOR TO LAYING SOD. ALL LAWN AREAS SHALL BE IRRIGATED WITH 100% COVERAGE BY POP-UP SPRAY HEADS AND GEAR-DRIVEN ROTORS. ALL DECIDUOUS AND CONIFER TREES PLANTED WITHIN SOD AREAS SHALL HAVE A FOUR FOOT(4`) DIAMETER TREE RING COVERED WITH CHOCOLATE BROWN BARK MULCH, NO SHREDDED FINES. SUBMIT SAMPLES TO BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER BEFORE INSTALLATION. STONE MULCH--MEDIUM ROSE AND BLACK BASALT 7,948 sf STONE MULCH PLANTING AREAS TO RECEIVE MIN. 12" DEPTH OF QUALITY TOPSOIL. IF TOPSOIL IS PRESENT ON SITE, PROVIDE SOIL TEST TO DETERMINE SOIL QUALITY FOR PROPOSED PLANTINGS. PROVIDE 3" DEPTH OF STONE MULCH TOP DRESSING. (DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED.) STONE MULCH--SUNSET QUARTZ 2,574 sf STONE MULCH PLANTING AREAS TO RECEIVE MIN. 12" DEPTH OF QUALITY TOPSOIL. IF TOPSOIL IS PRESENT ON SITE, PROVIDE SOIL TEST TO DETERMINE SOIL QUALITY FOR PROPOSED PLANTINGS. PROVIDE 3" DEPTH OF STONE MULCH TOP DRESSING. (DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED.) 1 LANDSCAPE SYMBOL DESCRIPTION QTY BOULDERS - DECORATIVE 18 5.5" DEEP STEEL EDGING - INSTALL PER MANUFACTURER SPECIFICATION.227 lf 1-01 1-03 1-04 1-07 1-08 REFERENCE NOTES SCHEDULE LP-100 PROJECT INFORMATION DEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE LANDSCAPE COVER PM: DRAWN: CHECKED: JTA KBA TM PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP PLOT DATE: Developer / Property Owner: Client / Engineer: 1/12/2021 BLUE STAKES OF UTAH UTILITY NOTIFICATION CENTER, INC1-800-662-4111 www.bluestakes.org NLANDSCAPE ARCHITECT / PLANNER SITE REQUIREMENT CALCULATIONS STREET FRONTAGE EAGLE ROAD REQUIRED:PROVIDED: 1 TREE / 35 FT (364 LN FT)10 16 TREE SPECIS MIX:REQUIRED:PROVIDED: 11-30 TREES 3 5 VEGETATION COVERAGE REQUIRED:PROVIDED: COVERAGE AT MATURITY 70%70% NO. REVISION DATE 1 2 3 4 5 6 7 XX-XX-XX XXXX 01-12-2021 ID20007 BACH HOMES 11650 S STATE ST 3RD FLOOR DRAPER, UT 84020 brian.c@bachhomes.com 2480 N EAGLE ROAD MERIDIAN, ID MERIDIAN SELF STORAGE 3450 N. TRIUMPH BLVD. SUITE 102 LEHI, UTAH 84043 (801) 960-2698 www.pkjdesigngroup.com GRAPHIC SCALE: 1" =30' 120'60'30'15'0' DRAWING INFO INSTALLATION 1. LANDSCAPE CONTRACTOR SHALL HAVE ALL UTILITIES BLUE STAKED PRIOR TO DIGGING. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO THE OWNER. 2. DURING THE BIDDING AND INSTALLATION PROCESS, THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED. 3. ALL PLANT MATERIAL SHALL BE PLANTED ACCORDING TO INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) STANDARDS WITH CONSIDERATION TO INDIVIDUAL SOIL AND SITE CONDITIONS, AND NURSERY CARE AND INSTALLATION INSTRUCTIONS. 4. SELECTED PLANTS WILL BE ACCORDING TO THE PLANT LEGEND. IF SUBSTITUTIONS ARE NECESSARY, PROPOSED LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO LAYING SOD. 5. SHOULD THE SITE REQUIRE ADDITIONAL TOPSOIL, REFER TO SOIL TEST WHEN MATCHING EXISTING SOIL. IF A MATCHING SOIL IS NOT LOCATABLE, A 6” DEPTH OF SANDY LOAM TOPSOIL (MIXED PRIOR TO SPREADING WITH 2-3” OF QUALITY COMPOST) CAN BE INCORPORATED INTO THE EXISTING SOIL USING THE FOLLOWING DIRECTIONS: SCARIFY TOP 6” OF EXISTING SUBSOIL AND INCORPORATE 3” OF NEW COMPOST ENRICHED TOPSOIL. SPREAD REMAINING TOPSOIL TO REACH FINISHED GRADE. 6. SOD FOR NEW LAWN AREAS SHALL BE A DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO LAYING SOD. 7. EDGING, AS INDICATED ON PLAN, IS TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS. ANY TREES LOCATED IN LAWN MUST HAVE A 4-6' TREE RING OF THE SAME EDGING. 8. IF REQUIRED BY CITY OR OWNER SPECIFIED, DeWitt 5 OZ WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL PLANTING AREAS AS SHOWN ON PLAN. WEED BARRIER SHALL BE CUT BACK FROM EACH PLANT TO THE DIAMETER OF THE ROOTBALL. 9. ROCK MULCH (INORGANIC MULCH) TO BE APPLIED AT THE FOLLOWING DEPTHS: 3” IN ALL TREE, SHRUB, AND PERENNIAL PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4” OF SOIL AID MATERIAL (ORGANIC MULCH). NO MULCH SHALL BE PLACED WITHIN 12” OF BASE OF TREE AND 6” WITHIN BASE OF SHRUBS AND PERENNIALS. 10. A NEW UNDERGROUND, AUTOMATIC IRRIGATION SYSTEM IS TO BE INSTALLED BY CONTRACTOR IN ALL LANDSCAPED AREAS. LAWN AREAS TO RECEIVE AT LEAST 100% HEAD TO HEAD COVERAGE AND PLANTER AREAS TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB. POINT SOURCE DRIP OR IN-LINE DRIP TUBING TO BE SECURED AT EDGE OF ROOTBALL, NOT AGAINST TRUNK. SEE IRRIGATION PLAN. 11. UPON REQUEST, A PLANT GUIDE IS AVAILABLE WITH OUR RECOMMENDATIONS REGARDING WEED BARRIER, PLANT CARE AND MAINTENANCE INSTALLER RESPONSIBILITIES AND LIABILITIES 1. THESE PLANS ARE FOR BASIC DESIGN LAYOUT AND INFORMATION. LANDSCAPE CONTRACTOR IS REQUIRED TO USE TRADE KNOWLEDGE FOR IMPLEMENTATION. OWNER ASSUMES NO LIABILITIES FOR INADEQUATE ENGINEERING CALCULATIONS, MANUFACTURER PRODUCT DEFECTS, INSTALLATION OF ANY LANDSCAPING AND COMPONENTS, OR TIME EXECUTION. 2. LANDSCAPE CONTRACTOR IS RESPONSIBLE AND LIABLE FOR INSTALLATION OF ALL LANDSCAPING AND IRRIGATION SYSTEMS INCLUDING CODE REQUIREMENTS, TIME EXECUTIONS, INSTALLED PRODUCTS AND MATERIALS. GRADING AND DRAINAGE REQUIREMENTS 1. AS PER CODE, ALL GRADING IS TO SLOPE AWAY FROM ANY STRUCTURE. SURFACE OF THE GROUND WITHIN 10' FEET OF THE FOUNDATION SHOULD DRAIN AWAY FROM THE STRUCTURE WITH A MINIMUM FALL OF 6” 2. AS PER CODE, FINISHED GRADE WILL NOT DRAIN ON NEIGHBORING PROPERTIES 3. A MINIMUM OF 6” OF FOUNDATION WILL BE LEFT EXPOSED AT ALL CONDITIONS 4. LANDSCAPE CONTRACTOR TO MAINTAIN OR IMPROVE FINAL GRADE AND PROPER DRAINAGE ESTABLISHED BY EXCAVATOR, INCLUDING BUT NOT LIMITED TO ANY MAINTENANCE, PRESERVATION, OR EXAGGERATION OF SLOPES, BERMS, AND SWALES. 5. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO CORRECT ANY DAMAGED OR IMPROPER WATERFLOW OF ALL SWALES, BERMS, OR GRADE 6. DEVICES FOR CHANNELING ROOF RUN-OFF SHOULD BE INSTALLED FOR COLLECTION AND DISCHARGE OF RAINWATER AT A MINIMUM OF 10' FROM THE FOUNDATION, OR BEYOND THE LIMITS OF FOUNDATION WALL BACKFILL; WHICHEVER DISTANCE IS GREATER LANDSCAPE NOTES PART 1 - GENERAL 1.1 SUMMARY A.This section includes landscape procedures for the Project including all labor, materials, and installation necessary, but not limited to, the following: 1. Site Conditions 2. Guarantees 3. Maintenance 4. Soil Amendments 5. Fine Grading 6. Landscape Edging 7. Furnish and Installing Plant 8. Turf Planting 9. Weed Barrier 1.2 SITE CONDITIONS A.Examination: Before submitting a Bid, each Contractor shall carefully examine the Contract Documents; shall visit the site of the Work; shall fully inform themselves as to all existing conditions and limitations; and shall include in the Bid the cost of all items required by the Contract Documents are at a variance with the applicable laws, building codes, rules, regulations, or contain obvious erroneous or uncoordinated information, the Contractor shall promptly notify the Project Representative and the necessary changes shall be accomplished by Addendum. B.Protection: Contractor to conduct the Work in such a manner to protect all existing underground utilities or structures. Contractor to repair or replace any damaged utility or structure using identical materials to match existing at no expense to the Owner. C.Irrigation System: Do not begin planting until the irrigation system is completely installed, is adjusted for full coverage and is completely operational. 1.3 PERMITS A.Blue Stake/ Dig Line: When digging is required, “Blue Stake” or “Dig Line” the work site and identify the approximate location of all known underground utilities or structures. 1.4 PLANT DELIVERY, QUALITY, AND AVAILABILITY A.Unauthorized substitutions will not be accepted. If proof is submitted that specific plants or plant sizes are unobtainable, written substitution requests will be considered for the nearest equivalent plant or size. All substitution requests must be made in writing and preferably before the bid due date. 1.5 FINAL INSPECTION A.All plants will be inspected at the time of Final Inspection prior to receiving a Landscape Substantial Completion for conformance to specified planting procedures, and for general appearance and vitality. Any plant not approved by the Project Representative will be rejected and replaced immediately. 1.6 LANDSCAPE SUBSTANTIAL COMPLETION A.A Substantial Completion Certificate will only be issued by the Project Representative for “landscape and irrigation” in their entirety. Substantial Completion will not be proportioned to be designated areas of a project. 1.7 MAINTENANCE A.Plant Material: The Contractor is responsible to maintain all planted materials in a healthy and growing condition for 30 days after receiving a Landscape Substantial Completion at which time the Guarantee period commences. This maintenance is to include mowing, weeding, cultivating, fertilizing, monitoring water schedules, controlling insects and diseases, re-guying and staking, and all other operations of care necessary for the promotion of root growth and plant life so that all plants are in a condition satisfactory at the end of the guarantee period. The Contractor shall be held responsible for failure to monitor watering operations and shall replace any and all plant material that is lost due to improper application of water. 1.8 GUARANTEE A.Guarantee: A guarantee period of one year shall begin from end of maintenance period and final acceptance for trees, shrubs, and ground covers. All plants shall grow and be healthy for the guarantee period and trees shall live and grow in acceptable upright position. Any plant not alive, in poor health, or in poor condition at the end of the guarantee period will be replaced immediately. Any plant will only need to be replaced once during the guarantee period. Contractor to provide documentation showing where each plant to be replaced is located. Any outside factors, such as vandalism or lack of maintenance on the part of the Owner, shall not be part of the guarantee PART II - PRODUCTS 2.1 LANDSCAPE MATERIALS A.Tree Staking: All trees shall be staked for one year warranty period. All trees not plumb shall be replaced. Staked trees shall use vinyl tree ties and tree stakes two (2) inch by two (2) by eight (8) foot common pine stakes used as shown on the details. B.Tree Wrap: Tree wrap is not to be used. C.Mulch/Rock: See Plans. All planter beds to receive a minimum 3” layer for trees, shrubs, and perennials and 1” for groundcovers. D.Weed Barrier: DeWitt 5 oz. weed barrier fabric. Manufactured by DeWitt Company, dewittcompany.com or approved equal. E.Tree, Shrub, and Grass Backfill Mixture; Backfill mixture to be 75% native soil and 25% topsoil, thoroughly mixed together prior to placement. F. Topsoil: Required for turf areas, planter beds and Backfill Mixture. Acceptable topsoil shall meet the following standards: a. PH: 5.5-7.5 b. EC (electrical conductivity): < 2.0 mmhos per centimeter c. SAR (sodium absorption ration): < 3.0 d. % OM (percent organic matter): >1% e. Texture (particle size per USDA soil classification): Sand <70%; Clay < 30%; Silt < 70%, Stone fragments (gravel or any soil particle greater than two (2) mm in size) < 5% by volume. G.Turf Sod: All sod shall be 18 month old as specified on plans (or approved equal) that has been cut fresh the morning of installation. Only sod that has been grown on a commercial sod farm shall be used. Only use sod from a single source. H.Landscape Curb Edging: six (6) inches by four (4) inches extruded concrete curb made up of the following materials: a. Washed mortar sand free of organic material. b. Portland Cement (see concrete spec. below for type) c. Reinforced fiber - Specifically produced for compatibility with aggressive alkaline environment of Portland cement-based composites. d. Only potable water for mixing. I.Landscape Metal Edging: 5.5" steel edging with 18" dowels into the ground for stabilization. PART III - EXECUTION 3.1 GRADING A.Topsoil Preparation: Grade planting areas according to the grading plan. Eliminate uneven areas and low spots. Provide for proper grading and drainage. B.Topsoil Placement: Slope surfaced away from building at two (2) percent slope with no pockets of standing water. Establish finish grades of one (1) inches for planters below grade of adjacent paved surfaced. Provide neat, smooth, and uniform finish grades. Remove surplus sub-soil and topsoil from the site. C.Compaction: compaction under hard surface areas (asphalt paths and concrete surfaces) shall be ninety-five (95) percent. Compaction under planting areas shall be between eighty-five (85) and ninety (90) percent. 3.2 TURF GRADING A.The surface on which the sod is to be laid shall be firm and free from footprints, depressions, or undulations of any kind. The surface shall be free of all materials larger than 1/2” in diameter. B.The finish grade of the topsoil adjacent to all sidewalks, mow-strips, etc. prior to the laying of sod, shall be set such that the crown of the grass shall be at the same level as the adjacent concrete or hard surface. No exceptions. 3.3 PLANTING OPERATIONS A.Review the exact locations of all trees and shrubs with the Project Representative for approval prior to the digging of any holes. Prepare all holes according to the details on the drawings. B.Water plants immediately upon arrival at the site. Maintain in moist condition until planted. C.Before planting, locate all underground utilities prior to digging. Do not place plants on or near utility lines. D.The tree planting hole should be the same depth as the root ball, and two times the diameter of the root ball. E.Trees must be placed on undisturbed soil at the bottom of the planting hole. F. The tree hole depth shall be determined so that the tree may be set slightly high of finish grade, 1” to 2” above the base of the trunk flare, using the top of the root ball as a guide. G.Plant immediately after removal of container for container plants. H.Set tree on soil and remove all burlap, wire baskets, twine, wrappings, etc. before beginning and backfilling operations. Do not use planting stock if the ball is cracked or broken before or during planting operation. I. Apply vitamin B-1 root stimulator at the rate of one (1) tablespoon per gallon. J. Upon completion of backfilling operation, thoroughly water tree to completely settle the soil and fill any voids that may have occurred. Use a watering hose, not the area irrigation system. If additional prepared topsoil mixture needs to be added. It should be a courser mix as required to establish finish grade as indicated on the drawings. K.The amount of pruning shall be limited to the minimum necessary to remove dead or injured twigs and branches. All cuts, scars, and bruises shall be properly treated according to the direction of the Project Representative. Proper pruning techniques shall be used. Do not leave stubs and do not cut the leader branch. Improper pruning shall be cause for rejection of the plant material. L.Prepare a watering circle of 2' diameter around the trunk. For conifers, extend the watering well to the drip line of the tree canopy. Place mulch around the planted trees. 4. TURF - SOD LAYING A.Top Soil Amendments: Prior to laying sod, commercial fertilizer shall be applied and incorporated into the upper four (4) inches of the topsoil at a rate of four pounds of nitrogen per one thousand (1,000) square feet. Adjust fertilization mixture and rate of application as needed to meet recommendations given by topsoil analysis. Include other amendments as required. B.Fertilization: Three weeks after sod placement fertilize the turf at a rate of ½ pound of nitrogen per 1000 square feet. Use fertilizer specified above. Adjust fertilization mixture and rates to meet recommendations given by topsoil analysis. C.Sod Availability and Condition: Sod is to be delivered to the site in good condition. It is to be inspected upon arrival and installed within 24 hours. Sod is to be moist and cool to ensure that decomposition has not begun and is to be free of pests, diseases, or blemishes. The Contractor shall satisfy himself as to the existing conditions prior to any construction. The Contractor shall be fully responsible for furnishing and laying all sod required on the plans. He shall furnish new sod as specified above and lay it so as too completely satisfy the intent and meaning of the plans and specification at no extra cost to the owner. In the case of any discrepancy in the amount of sod to be removed or amount to be used, it shall be the Contractor's responsibility to report such to the Project Representative prior to commencing the work. D.Sod Laying: The surface upon which the new sod to be laid will be prepared as specified in the detail and be lightly watered before laying. Areas where sod is to be laid shall be cut trimmed, or shaped to receive full width sod (minimum twelve (12) inches). No partial strip or pieces will be accepted. E.Sod shall be tamped lightly as each piece is set to ensure that good contact is made between edges and also the ground. If voids or holes are discovered, the sod piece(s) is (are) to be raised and topsoil is to be used to fill in the areas until level. Sod laid on any sloped areas shall be anchored with wooden dowels or other materials which are accepted by the grass sod industry. F.Sod shall be rolled with a roller that is at least 50% full immediately after installation to ensure the full contact with soil is made. G.Apply water directly after laying sod. Rainfall is not acceptable. H.Watering of the sod shall be the complete responsibility of the Contractor by whatever means necessary to establish the sod in an acceptable manner to the end of the Maintenance period. If an irrigation system is in place on the site, but for whatever reason, water is not available in the system. It is the responsibility of the Contractor to water the sod by whatever means, until the sod is accepted by the Project Representative. I. Protection of the newly laid sod shall be the complete responsibility of the Contractor. The Contractor shall provide acceptable visual barriers, to include barricades set appropriate distances with strings or tapes between barriers, as an indication of new work. The Contractor is to restore any damaged areas caused by others (including vehicular traffic), erosion, etc, until such time as the lawn is accepted by the Owner. J. All sod that has not been laid within 24 hours shall be deemed unacceptable and will be removed from the site. 3.5 WEED BARRIER A.For the health of the soil and the microorganisms, weed barrier is not recommended. If use is required or requested, do not place in annual or grass areas. B.Cut weed barrier back to the edge of the plant rootball. C.Overlap rows of fabric min. 6” D.Stable fabric edges and overlaps to ground. END OF SECTION LANDSCAPE PLAN SPECIFICATIONS Ax'u Ax'u Ax'u Ax'u Ax'u M'pr M'pr M'pr M'pr M'pr Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a Pn'a (2)M'ml (29)Pv'n Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a Ag'a M'pr M'pr M'pr M'pr Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b Ca'b (3)Am'h (5)Pf'g (1)Po'f (3)Ca'k (3)Am'm (5)Am'm (3)Am'm (3)Pf'g (2)M'ml (5)Am'm (4)Po'f (5)Am'm (3)M'ml (5)Hs's (7)Am'm (4)Hs's (2)Am'm (3)M'ml (2)Hs's (3)Am'm (3)Po'f (3)Aa's (3)Aa's (2)Hs's (3)Am'm (2)Hs's (3)Aa's(3)Aa's (2)R'dk(8)Pv's (2)M'ml (3)Pv'n (3)Pv'n (6)Pv'n (3)Pv'n (5)Pv'n (5)Pv'n (10)Pv'n (3)Pv'n (1)M'ml (2)R'dk (7)Hs's (3)R'dk (1)M'ml (3)R'dk (7)Hs's (3)R'dk (2)M'ml (3)Pv'n (3)Pv'n (2)M'ml (1)M'ml Pp'b Pp'b Pp'b Pp'b P'bs P'bs P'bs P'bs Pp'b Pp'b Pp'b Pp'b P'bs P'bs (3)Po'f (6)Pv's (4)Hs's (9)Pv's (7)Pv's (7)Pv's (9)Pv's (3)R'dk (5)Am'm(1)Aa's (1)Aa's (1)Am'm(1)M'ml (1)M'ml (1)Hs's AUTUMN BRILLIANCE SERVICEBERRY 20' TALL X 15' WIDE PRAIRIE ROSE CRABAPPLE 20' TALL X 18' WIDE (3)Pb'p (3)Pb'p (4)Pb'p (4)Pb'p (4)Pb'p (4)Pb'p (4)Pb'p (4)Pb'p (7)Hs's (6)Pf'g (5)Am'h(5)Am'h (2)Pb'p (1)Pb'p (2)Pb'p (1)Pb'p (1)Pb'p (2)Pb'p (2)Pb'p (1)Pb'p (2)Pb'p 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 1-08 EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE P'bs 6 Picea omorika `Bruns`B & B 5`-6` Bruns Spruce Pp'b 8 Picea pungens `Bakeri`B & B 5`-6` Baker`s Colorado Blue Spruce Pn'a 12 Pinus nigra `Arnold Sentinel`B & B 5`-6` Arnold Sentinel Austrian Pine DECIDUOUS TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE Ax'u 5 Acer truncatum x platanoides `JFS-KW187` TM B & B 2"Cal Urban Sunset Maple Ag'a 12 Amelanchier x grandiflora `Autumn Brilliance` B & B 2"Cal `Autumn Brilliance` Serviceberry M'pr 9 Malus x `Prairie Rose`B & B 2"Cal Prairie Rose Crabapple DECIDUOUS SHRUBS CODE QTY BOTANICAL / COMMON NAME CONT Aa's 14 Amelanchier alnifolia `Obelisk` TM 5 gal Standing Ovation Serviceberry Am'm 42 Aronia melanocarpa `UCONNAM165` TM 5 gal Low Scape Mound Chokeberry Am'h 13 Aronia melanocarpa `UCONNAM166` TM 5 gal Low Scape Hedger Chokeberry Ca'b 16 Cornus alba `Bailhalo` TM 5 gal Ivory Halo Dogwood Po'f 11 Physocarpus opulifolius `UMNHarpell` Fireside TM 5 gal Fireside Ninebark Pf'g 14 Potentilla fruticosa `Gold Drop`5 gal Gold Drop Potentilla Pb'p 48 Prunus besseyi `P011S` TM 5 gal Pawnee Buttes Sand Cherry GRASSES CODE QTY BOTANICAL / COMMON NAME CONT Ca'k 3 Calamagrostis x acutiflora `Karl Foerster`1 gal Feather Reed Grass Hs's 42 Helictotrichon sempervirens `Sapphire`1 gal Blue Oat Grass M'ml 24 Miscanthus sinensis `Morning Light`2 gal Morning Light Maiden Grass Pv'n 73 Panicum virgatum `North Wind`1 gal Northwind Switch Grass Pv's 46 Panicum virgatum `Shenandoah`1 gal Shenandoah Switch Grass ROSES CODE QTY BOTANICAL / COMMON NAME CONT R'dk 16 Rosa x `Radtko`5 gal Double Knock Out Rose P'bs Pp'b Pn'a Ax'u Ag'a M'pr Ca'b PLANT SCHEDULE 1 LANDSCAPE SYMBOL DESCRIPTION QTY SODDED LAWN AREA 5,446 sf LAWN AREAS SHALL BE SOD. NEW TURF AREAS TO BE SODDED WITH 18% "BLUESTAR KENTUCKY BLUEGRASS, 19% "MARQUIS" KENTUCKY BLUEGRASS, 17% "NEWPORT" KENTUCKY BLUEGRASS, 17% "TOUCHDOWN" KENTUCKY BLUEGRASS, 16% "APM PERENNIAL RYEGRASS, 13% "ACCENT PERENNIAL RYEGRASS OR APPROVED EQUAL AT A RATE OF 220 LBS. PER ACRE. FINE LEVEL ALL AREAS PRIOR TO LAYING SOD. ALL LAWN AREAS SHALL BE IRRIGATED WITH 100% COVERAGE BY POP-UP SPRAY HEADS AND GEAR-DRIVEN ROTORS. ALL DECIDUOUS AND CONIFER TREES PLANTED WITHIN SOD AREAS SHALL HAVE A FOUR FOOT(4`) DIAMETER TREE RING COVERED WITH CHOCOLATE BROWN BARK MULCH, NO SHREDDED FINES. SUBMIT SAMPLES TO BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER BEFORE INSTALLATION. STONE MULCH--MEDIUM ROSE AND BLACK BASALT 7,948 sf STONE MULCH PLANTING AREAS TO RECEIVE MIN. 12" DEPTH OF QUALITY TOPSOIL. IF TOPSOIL IS PRESENT ON SITE, PROVIDE SOIL TEST TO DETERMINE SOIL QUALITY FOR PROPOSED PLANTINGS. PROVIDE 3" DEPTH OF STONE MULCH TOP DRESSING. (DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED.) STONE MULCH--SUNSET QUARTZ 2,574 sf STONE MULCH PLANTING AREAS TO RECEIVE MIN. 12" DEPTH OF QUALITY TOPSOIL. IF TOPSOIL IS PRESENT ON SITE, PROVIDE SOIL TEST TO DETERMINE SOIL QUALITY FOR PROPOSED PLANTINGS. PROVIDE 3" DEPTH OF STONE MULCH TOP DRESSING. (DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED.) 1 LANDSCAPE SYMBOL DESCRIPTION QTY BOULDERS - DECORATIVE 18 5.5" DEEP STEEL EDGING - INSTALL PER MANUFACTURER SPECIFICATION.227 lf 1-01 1-03 1-04 1-07 1-08 REFERENCE NOTES SCHEDULE LP-101 PROJECT INFORMATION DEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE LANDSCAPE PLAN PM: DRAWN: CHECKED: JTA SAV KBA PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP GRAPHIC SCALE: 1" =20' 80'40'20'10'0' PLOT DATE: Developer / Property Owner: Client / Engineer: 1/12/2021 BLUE STAKES OF UTAH UTILITY NOTIFICATION CENTER, INC1-800-662-4111 www.bluestakes.org NLANDSCAPE ARCHITECT / PLANNER NO.REVISION DATE 1 2 3 4 5 6 7 XX-XX-XX XXXX 01-12-2021 ID20007 3450 N. TRIUMPH BLVD. SUITE 102 LEHI, UTAH 84043 (801) 960-2698 www.pkjdesigngroup.com DRAWING INFO BACH HOMES 11650 S STATE ST 3RD FLOOR DRAPER, UT 84020 brian.c@bachhomes.comMERIDIAN SELF STORAGE 2480 N EAGLE ROAD MERIDIAN, ID LP-501 PROJECT INFORMATION DEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE LANDSCAPE DETAILS PM: DRAWN: CHECKED: JTA KBA TM PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP PLOT DATE: Developer / Property Owner: Client / Engineer: 1/12/2021 BLUE STAKES OF UTAH UTILITY NOTIFICATION CENTER, INC1-800-662-4111 www.bluestakes.org LANDSCAPE ARCHITECT / PLANNER NO.REVISION DATE 1 2 3 4 5 6 7 XX-XX-XX XXXX 01-12-2021 ID20007 3450 N. TRIUMPH BLVD. SUITE 102 LEHI, UTAH 84043 (801) 960-2698 www.pkjdesigngroup.com DRAWING INFO MERIDIAN SELF STORAGE 2480 N EAGLE ROAD MERIDIAN, ID BACH HOMES 11650 S STATE ST 3RD FLOOR DRAPER, UT 84020 brian.c@bachhomes.com SPACING DESIGNATION ON PLANT SHCEDULE E QEQ PLAN 6" min.PKJ DESIGN GROUP MULCH AND BOULDER SIZES PER PLAN, COLOR AND SIZE MIGHT CHANGE BY LOCATION WEED BARRIER FABRIC PER PLAN UNDISTURBED SUB BASE1/3 HEIGHTOF TREEBOULDER AND DRY STREAM BED DETAIL NOT TO SCALEJ NOTES: 1- SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE, AND SPACING DIMENSION. THAT GROW 2- SMALL ROOTS AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE TIME OF PLANTING. (SEE ROOT BALL SHAVING CONTAINER DETAIL). 3- SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING. PKJ DESIGN GROUPPERENNIAL/GROUNDCOVER PLANTING NOT TO SCALEH MODIFIED SOIL. DEPTH VARIES. (SEE SPECIFICATIONS FOR SOIL MODIFICATION). EXISTING SOIL. SECTION VIEW GROUNDCOVER PLANTS TO BE TRIANGULARLY SPACED MULCH. PKJ DESIGN GROUPTREE W/ BERM (EXISTING SOIL MODIFIED) NOT TO SCALECPKJ DESIGN GROUPTREE ON SLOPE 5% (20:1) TO 50% (2:1) NOT TO SCALEB PKJ DESIGN GROUPSHRUB - MODIFIED SOIL NOT TO SCALEE FINISHED GRADE. 2-3" THICK LAYER OF MULCH. PKJ DESIGN GROUPEVERGREEN TREE PLANTING NOT TO SCALED PKJ DESIGN GROUPDECIDUOUS TREE PLANTING NOT TO SCALEA PKJ DESIGN GROUPSOD LAYING/MULCH DETAIL NOT TO SCALEI CINCH TIES 1" DIA. 2" DIA. ROUND FIR POSTS; 2 PER TREE: REMOVE AFTER FIRST YEAR MAINTAIN TREE BASE 1-2" HIGHER THAN EXISTING GRADE, TO ALLOW FOR SETTLEMENT 3" MULCH TO BE PULLED 1' AWAY FROM THE TREE TRUNK TOPSOIL: 2" MIXED WITH TOP 3" OF EXISTING SOIL. 4" ON TOP OF THIS MIXTURE BACKFILL MIXTURE: 75% NATIVE SOIL WITH 25% TOPSOIL CUT AND REMOVE ALL WIRE FROM THE BALL. PLACE TREE AND THEN CUT DOWN THE BURLAP AS CLOSE TO THE BASE OF THE ROOT BALL AS POSSIBLE. NATIVE SOIL BASE2X BALL DIA. CINCH TIES 1" DIA. MAINTAIN TREE BASE 1-2" HIGHER THAN EXISTING GRADE, TO ALLOW FOR SETTLEMENT 3" MULCH TO BE PULLED 1' AWAY FROM THE TREE TRUNK TOPSOIL: 2" MIXED WITH TOP 3" OF EXISTING SOIL. 4" ON TOP OF THIS MIXTURE BACKFILL MIXTURE: 75% NATIVE SOIL WITH 25% TOPSOIL CUT AND REMOVE ALL WIRE FROM THE BALL. PLACE TREE AND THEN CUT DOWN THE BURLAP AS CLOSE TO THE BASE OF THE ROOT BALL AS POSSIBLE. NATIVE SOIL BASE2X BALL DIA. 2X BALL DIA. MAINTAIN PLANT BASE 1" HIGHER THAN EXISTING GRADE, TO ALLOW FOR SETTLEMENT 3" MULCH TO BE PULLED 6" AWAY FROM PERENNIAL STEM 4" TOPSOIL 2" TOPSOIL MIXED WITH TOP 3" OF NATIVE SOIL. BACKFILL MIXTURE: 75% NATIVE SOIL WITH 25% TOPSOIL REMOVE POT FROM THE BALL. SCARIFY ROOT BALL SIDES TO PROMOTE LATERAL ROOT GROWTH NATIVE SOIL BASE PKJ DESIGN GROUPPERENNIAL PLANTING NOT TO SCALEF PAVEMENT. BORDER CONCEPTS, INC. BORDER LINE STEEL LANDSCAPE EDGING 3/16" X 4" SHRUB PLANTING BED TOPSOIL LAWN OR GROUND COVER 15" STEEL STAKE PKJ DESIGN GROUPMETAL EDGING DETAIL NOT TO SCALEG ° BOTTOM OF ROOT BALL REST ON EXISTING OR RECOMPACTED SOIL. EXISTING SOIL MODIFIED SOIL. DEPTH VARIES. FINISHED GRADE. ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240 BERM SHALL BEGIN AT ROOT BALL PERIPHERY. ROOT BALL: REMOVE WIRE AND THEN AFTER PLACEMENT, CUT DOWN BURLAP AS CLOSE TO BOTTOM OF ROOTBALL AS POSSIBLE. TRUNK CALIPER SHALL MEET ANSI Z60 CURRENT EDITION FOR ROOT BALL SIZE. TOP OF ROOT BALL SHALL BE 1-2" ABOVE FINISHED GRADE PRIOR TO MULCHING, TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. 3" LAYER OF MULCH PULLED BACK 1 FOOT FROM THE TRUNK OF THE TREE NOTES: 1. TREES SHALL BE OF QUALITY PRESCRIBED IN CROWN OBSERVATIONS AND ROOT OBSERVATIONS DETAILS AND SPECIFICATIONS. TRUNK CALIPER SHALL MEET ANSI Z60 CURRENT EDITION FOR ROOT BALL SIZE. ROOT BALL MODIFIED AS REQUIRED. ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240 BERM SHALL BEGIN AT ROOT BALL PERIPHERY MODIFIED SOIL. DEPTH VARIES. ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL. PRIOR TO MULCHING, TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. 3" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH). ORIGINAL GRADE. CENTRAL LEADER. (SEE CROWN OBSERVATION DETAILS) BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. 4" HIGH X 8" WIDE ROUND - TOPPED SOIL BERM ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. ROOT BALL. ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. MODIFIED SOIL. DEPTH VARIES. FINISHED GRADE. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH). NOTES: 1. SHRUBS SHALL BE OF QUALITY PRESCRIBED IN THE ROOT OBSERVATIONS DETAIL AND SPECIFICATIONS. 2. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL. EXISTING SOIL. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SECTION VIEW 1" SOD ROLL, MOIST AND COOL LAID ON MISTED LEVEL TOPSOIL 4" TOPSOIL 3" ORGANIC OR INORGANIC MULCH, SEE PLAN FOR TYPE AND SIZE 4" TOPSOIL 2" TOPSOIL TILLED WITH TOP 3" OF FINE GRADED GROUND SUB-BASE SEPARATOR: CURB OR METAL EDGING SEE PLANS AND SPECIFIC DETAILS 2" TOPSOIL TILLED WITH TOP 3" OF FINE GRADED GROUND DEWITT 5 OZ WEED BARRIER, IF CALLED OUT ON PLANS SUB-BASE 1.5" MAINLINE ROUTING ,CONTROLLER AND P.O.C. LOCATION OVERVIEWMERIDIAN SELF STORAGEMERIDIAN, IDIR 100GRAPHIC SCALE: 1" =50'200'100'50'25'0'IRRIGATION COVER SHEETPROJECT INFORMATIONDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATEPM:DRAWN:CHECKED:KBAKBAJTAPLAN INFORMATIONPROJECT NUMBERLICENSE STAMPPLOT DATE:Developer / Property Owner:Building Architect / Engineer:1/12/2021BLUE STAKES OF UTAHUTILITY NOTIFICATION CENTER, INC1-800-662-4111www.bluestakes.orgLANDSCAPE ARCHITECT / PLANNERNO.REVISIONDATE1234567ID200071/12/2021'C'R3450 N. TRIUMPH BLVD. SUITE 102LEHI, UTAH 84043 (801) 960-2698www.pkjdesigngroup.com NDRAWING INFOBACH HOMES11650 S STATE ST 3RD FLOORDRAPER, UT 84020brian.c@bachhomes.com2480 N EAGLE ROADMERIDIAN, IDMERIDIAN SELF STORAGEIRRIGATION SPECIFICATIONSPART I - GENERAL1.1 SUMMARYWork to be done includes all labor, materials, equipment and services required to complete the Project irrigation system asindicated on the Construction Drawings, and as specified herein. Includes but is not limited to: Furnishing and installingunderground and above ground sprinkler system complete with any accessories necessary for proper function and operationof the system. All plant material on the Project shall be irrigated. Remove and dispose of any existing sprinkler systemcomponents which are disturbed during the construction process and are not to be saved. Restoration of any altered ordamaged existing landscape to original state and condition.1.2 SYSTEM DESCRIPTIONA.Design of irrigation components: Locations of irrigation components on Construction Drawings may be approximate.Piping, sleeving and/or other components shown on Construction drawings may be shown schematically for graphicclarity and demonstration of component groupings and separations. All irrigation components shall be placed inlandscaped areas, with the exception of pope and wire in sleeving under hardscapes. Actual routing of pipe, wire or othercomponents may be altered due to site conditions not accounted for in the design process.B.Construction requirements: Actual placement may vary as required to achieve a minimum of 100% coverage withoutoverspray onto hardscape, buildings or other features.C.Layout of Irrigation Components: During layout and staking, consult with Owner Approved Representative (hereafterreferred to as OAR) to verify proper placement of irrigation components, and to provide Contractor recommendations forchanges where revisions may be advisable. Small or minor adjustments to system layout are permissible to avoid existingfield obstructions such as utility boxes or street light poles. Contractor shall place remote control valves in groups aspractical to economize on quantity of manifold isolation valves. Quick coupler valves shall be placed with manifold groupsand protected by manifold isolation valves. Quick coupler valves are shown on Construction Documents in approximatelocations.1.3 DEFINITIONSA.Water Supply: Culinary water piping and components, furnished and installed by others to provide irrigation water to thisProject, including but not limited to backflow preventor, saddles, nipples, spools, shut off valves, corporation stop valves,water meters, pressure regulation valves, and piping upstream of (or prior to) the Point of Connection.B.Point of Connection: Location where the Contractor shall tie into the water supply. May require backflow preventor,saddle, nipples, spools, isolation valves or Stop and Waste valve for landscape irrigation needs and use.C.Main Line Piping: Pressurized piping downstream of the Point of Connection to provide water to remote control valvesand quick couplers. Normally under constant pressure.D. Lateral Line Piping: Circuit piping downstream of remote control valves to provide water to sprinkler heads, drip systemsor bubblers.1.4 REFERENCESA.The following standards will apply to the work of this Section:a. ASTM-American Society for Testing and Materialsb. IA - The Irrigation Association: Main BMP Document, Landscape Irrigation Scheduling and Water ManagementDocument.1.5 SUBMITTALSA.At least thirty (30) days prior to ordering of any materials, the Contractor shall provide manufacturer catalog cut sheet andcurrent printed specifications for each element or component of the irrigation system. Submittals shall be in three ringbinders or other similar bound form. Provide five copies of submittals to OAR for distribution. Place cover or index sheetindicating order in submittal document. No material shall be ordered, delivered or any work preceded in the field until therequired submittals have need reviewed in its entirety and stamped approved. Delivered material shall match the approvedsamples.B.Operation and Maintenance Manual:a. At least thirty (30) days prior to final inspection, the Contractor shall provide Operation and Maintenance manual toOAR, containing:i. Manufacturer catalog cut sheet and current printed specifications for each element or component of the irrigationsystem.ii. Parts list for each operating element of the systemiii.Manufacturer printed literature on operation and maintenance of operating elements of the system.iv.Section listing instructions for overall system operation and maintenance. Include directions for Spring Start-up andWinterization.b. Project Record Copyi. Maintain at project site one copy of all project documents clearly marked “Project Record Copy”. Mark any deviationin material installation on Construction drawings. Maintain and update drawing at least weekly. Project Record Copyto be available to OAR on demand.ii. Completed Project As-Built Drawings1. Prior to final inspection, prepare and submit to OAR accurate as-built drawings2. Show detail and dimension changes made during installation. Show significant details and dimensions that were not shownin original Contract Documents.3. Field dimension locations of sleeving, points of connection, main line piping, wiring runs not contained in main line pipetrenches, valves and valve boxes, quick coupler valves.4. Dimensions are to be taken from permanent constructed surfaces, features, or finished edges located at or above finishedgrade.5. Controller Map: upon completion of system, place in each controller a color coded copy of the area that controllerservices: indicating zone number, type of plant material and location on project that zone services. Laminate map with heatshrink clear plastic.1.6 QUALITY ASSURANCEA.Acceptance: Do not install work in this section prior to acceptance by OAR.B.Regulatory Requirements: All work and materials shall be according to any and all rules, regulations or codes, whether theyare State or Local laws and ordinances. Contract documents, drawings or specifications may not be construed orinterpreted to permit work or materials not conforming to the above codes.C.Adequate Water Supply: Water supply to this Project exists, installed by others. Connections to these supply lines shall beby this Contractor. Verify that proper connection is available to supply line and is of adequate size. Verify that secondaryconnection components may be installed if necessary. Perform static pressure test prior to commencement of work.Notify OAR in writing of problems encountered prior to proceeding.D. Workmanship and Materials:a. It is the intent of this specification that all material herein specified and shown on the construction documents shallbe of the highest quality available and meeting the requirements specified.b. All work shall be performed in accordance with the best standards of practice relating to the trade.E.Contractor Qualifications:a. Contractor shall provide document or resume including at least the following items:i. That Contractor has been installing sprinklers on commercial projects for five previous consecutive years.ii. Contractor is licensed to perform Landscape and Irrigation construction in the State of this Project.iii.Contractor is bondable for the work to be performed.iv.References of five projects of similar size and scope completed within the last five years. Three of the projects listedshall be local.v. Listing of suppliers where materials will be obtained for use on this Project.vi.Project site Foreman or Supervisor has at least five consecutive years of commercial irrigation installation experience.This person shall be a current Certified Irrigation Contractor in good standing as set forth by the IrrigationAssociation. This person shall be on Project site at least 75% of each working day.vii. Evidence that Contractor currently employs workers in sufficient quantities to complete Project within time limitsthat are established by the Contract.viii. All General laborers or workers on the Project shall be previously trained and familiar with sprinkler installationand have a minimum of one-year experience. Those workers performing tasks related to PVC pipe shall havecertificates designated below.1.7 DELIVERY-STORAGE-HANDLINGA.During delivery, installation and storage of materials for Project, all materials shall be protected from contamination,damage, vandalism, and prolonged exposure to sunlight. All material stored at Project site shall be neatly organized in acompact arrangement and storage shall not disrupt Project Owner or other trades on Project site. All material to beinstalled shall be handled by Contractor with care to avoid breakage or damage. Damaged materials attributed toContractor shall be replaced with new at Contractor's expense.1.8 SEQUENCINGA.Perform site survey, research utility records, contact utility location services. The Contractor shall familiarize himself withall hazards and utilities prior to work commencement. Install sleeving prior to installation of concrete, paving or otherpermanent site elements. Irrigation system Point of Connection components, backflow prevention and pressure regulationdevices shall be installed and operational prior to all downstream components. All main lines shall be thoroughly flushedof all debris prior to installation of any sprinkler heads.1.9 WARRANTYA.Contractor shall provide one year Warranty. Warranty shall cover all materials, workmanship and labor. Warranty shallinclude filling and or repairing depressions or replacing turf or other plantings due to settlement of irrigation trenches orirrigation system elements. Valve boxes, sprinklers or other components settled from original finish grade shall be restoredto proper grade. Irrigation system shall have been adjusted to provide proper, adequate coverage of irrigated areas.1.10 OWNER'S INSTRUCTIONA.After system is installed, inspected, and approved, instruct Owner's Representatives in complete operation andmaintenance procedures. Coordinate instruction with references to previously submitted Operation and MaintenanceManual.1.11 MAINTENANCEA.Furnish the following items to Owner's Representative:a. Two quick coupler keys with hose swivels.b.One of each type or size of quick coupler valve and remote control valve. Five percent of total quantities used of eachsprinkler and sprinkler nozzle.B.Provide the following services:a. Winterize entire irrigation system installed under this contract. Winterize by 'blow-out' method using compressed air.Compressor shall be capable of minimum of 175 CFM. This operation shall occur at the end of first growing seasonafter need for plant irrigation but prior to freezing. Compressor shall be capable of evacuating system of all waterpressure regulation devices. Compressor shall be regulated to not more than 60 PSI. Start up system the followingspring after danger of freezing has passed. Contractor shall train Owner's Representative in proper start-up andwinterization procedure.PART 2 - PRODUCTS2.1 GENERAL NOTESA.Contractor shall provide materials to be used on this Project. Contractor shall not remove any material purchased for thisProject from the Project Site, nor mix Project materials with other Contractor owned materials. Owner retains right topurchase and provide project material.2.2 POINT OF CONNECTIONA.The Contractor shall connect onto existing irrigation or water main line as needed for Point(s) of Connection. Contractorshall install new main line as indicated.2.3 CONNECTION ASSEMBLYA.Culinary water shall be used on this Project. Install backflow preventor and RPZ as needed.2.4 CONTROL SYSTEMA.Power supply to the irrigation controller shall be provided for by this Contract.B.Controller shall be as specified in the drawings. Controller shall be surge protected.a. Installation of wall-mount controllers: Irrigation contractor shall be responsible for this task. Power configuration forwall-mount controllers shall be 120 VAC unless otherwise noted.b. Locate Controller(s) in general location shown on Construction drawings. Coordinate power supply and breakerallocation with electrical contractor. Contractor shall be responsible for all power connections to Controllers, whetherthey are wall mount or pedestal mount. Contractor shall coordinate with electrical or other Project trades as needed tofacilitate installation of power to controllers.C.Wires connecting the remote control valves to the irrigation controller are single conductors, type PE. Wire constructionshall incorporate a solid copper conductor and polyethylene (PE) insulation with a minimum thickness of 0.045 inches.The wires shall be UL listed for direct burial in irrigation systems and be rated at a minimum of 30 VAC. Paige ElectricCo., LP specification number P7079D.a. A minimum of 24” of additional wire shall be left at each valve, each splice box and at each controller.b.Common wire shall be white in color, 12 gauge. Control wire shall be red in color, 14 gauge. Spare wire shall belooped within each valve box of the grouping it is to service.D. RCV wire splicing connectors shall be 3M brand DBY or DBR. Wire splicing between controller and valves shall beavoided if at all possible. Any wire splices shall be contained within a valve box. Splices within a valve box that contains nocontrol valves shall be stamped 'WIRE SPLICE' or 'WS' on box lid.2.5 SLEEVINGA.Contractor shall be responsible to protect existing underground utilities and components. Sleeving minimum size shall be2”. Sleeving 2” through 4” in size shall be S/40 PVC solvent weld. Sleeving 6” and larger shall be CL 200 PVC gasketed.Sleeve diameter shall be at least two times the diameter of the pipe within the sleeve. Sleeves shall be extended 6”minimum beyond walk or edge of pavement. Wire or cable shall not be installed in the same sleeve as piping, but shall beinstalled in separate sleeves. Sleeve ends on sleeve sizes 4” and larger shall be capped with integral corresponding sizedPVC slip cap, pressure fit, until used, to prevent contamination. Sleeves shall be installed at appropriate depths for mainline pipe or lateral pipe.2.6 MAIN LINE PIPEA.All main line pipe 4” and larger shall be Class 200 gasketed bell end. All main line pipe 3” in size and smaller shall beSchedule 40 PVC solvent weld bell end.a. Maximum flows allowed through main line pipe shall be:3/4" 8 GPM1" 12 GPM1-1/2" 30 GPM2" 53 GPM2-1/2" 75 GPM3" 110 GPM4" 180 GPMb. Main line pipe shall be buried with 24” cover2.7 MAIN LINE FITTINGSA.All main line fittings 3” and larger shall be gasketed ductile iron material. All ductile iron fittings having change of directionshall have proper concrete thrust block installed. All main line fittings smaller than 3” in size shall be Schedule 80 PVC.2.8 ISOLATION VALVESA.Isolation valves 3” and larger shall be Waterous brand model 2500 cast iron gate valve, resilient wedge, push on type, with2” square operating nut. Place sleeve of 6” or larger pipe over top of valve vertically and then extend to grade. Place 10”round valve box over sleeve at grade.B.Isolation valves 2-1/2” and smaller shall be Apollo brand 70 series brass ball valves, contained in a Carson Standard sizevalve box. Valves shall be installed with S/80 PVC TOE Nipples on both sides of the valve. Valve shall be placed so thatthe handle is vertical toward the top of the valve box in the 'off' position.2.9 MANIFOLDSA.Action Manifold fittings shall be used to create unions on both sides of each control valve, allowing the valve to beremoved from the box without cutting piping. Valves shall be located in boxes with ample space surrounding them toallow access for maintenance and repair. Where practical, group remote control valves in close proximity, and protect eachgrouping with a manifold isolation valve as shown in details. Manifold Main Line (or Sub-Main Line) and all manifoldcomponents and isolation valves shall be at least as large as the largest diameter lateral served by the respective manifold.2.10 REMOTE CONTROL VALVESA.Remote control valves shall be as specified on the drawings. Remote control valves shall be located separately andindividually in separate control boxes.2.11 MANUAL CONTROL VALVESA.Quick coupler valve shall be attached to the manifold sub-main line using a Lasco G17S212 swing joint assembly withsnap-lock outlet and brass stabilizer elbow. Quick coupler valve shall be placed within a Carson 10” round valve box. Topof quick coupler valve cover shall allow for complete installation of valve box lid, but also allow for insertion andoperation of key. Base of quick coupler valve and top of quick coupler swing joint shall be encased in ¾” gravel.Contractor shall not place quick coupler valves further than 200 feet apart, to allow for spot watering or supplementalirrigation of new plant material. Quick coupler valve at POC shall not be eliminated or relocated.2.12 LATERAL LINE PIPEA.All lateral piping shall be Schedule 40 PVC, solvent weld, and bell end. Lateral pipe shall be buried with 12-18” of covertypically. Lateral pipe shall be ¾”, 1”, 1 ¼”, 1 ½” or 2” in size as indicated on Construction Drawings.2.13 LATERAL LINE FITTINGSA.All lateral line fittings shall be S/40 PVC2.14 Spray SprinklersA.Spray head sprinklers shall be as specified on the drawings. Nozzles shall be as specified on the drawings.2.15 VALVE BOXESA.Carson valve boxes shall be used on this project. Sizes are as directed in these Specifications, detail sheets or plan sheets.Valve boxes shall be centered over the control valve or element they cover. Valve box shall be sized large enough to allowample room for services access, removal or replacement of valve or element. Valve box shall be set to flush to finish gradeof topsoil or barked areas. Contractor shall provide extensions or stack additional valve boxes as necessary to bring valvebox pit to proper grade.2.16 IMPORT BACKFILLA.All main line pipe, lateral line pipe and other irrigation elements shall be bedded and backfilled with clean soil, free ofrocks 1” and larger. Contractor shall furnish and install additional backfill material as necessary due to rocky conditions.Trenches and other elements shall be compacted and/or water settled to eliminate settling. Debris from trenchingoperations un-usable for fill shall be removed from project and disposed of properly by Contractor.2.17 OTHER PRODUCTSA.Substitution of equivalent products is subject to the OAR's approval and must be designated as accepted in writing.a. The Contractor shall provide materials to make the system complete and operational.PART 3 - EXECUTION3.1 PREPARATIONA.Contractor shall repair or replace work damaged by irrigation system installation. If damaged work is new, repair orreplacement shall be performed by the original installer of that work. The existing landscape of this Project shall remain inplace. Contractor shall protect and work around existing plant material. Coordination of trench and valve locations shall belaid out for the OAR prior to any excavation occurring. Plant material deemed damaged by the OAR shall be replaced withnew plant material at Contractor's expense. Contractor shall not cut existing tree roots larger than 2” to install this Project.Route pipe, wire and irrigation elements around tree canopy drip line to minimize damage to tree roots. Contractor shallhave no part of existing system used by other portions of site landscape without water for more than 24 hours at a time.3.2 TRENCHING AND BACKFILLINGA.Pulling of pipe shall not be permitted on this project. Over excavate trenches both in width and depth. Ensure base oftrench is rock or debris free to protect pipe and wire. Grade trench base to ensure flat, even support of piping. Backfillwith clean soil or import material. Contractor shall backfill no less than 2” around entire pipe with clean, rock free fill.Main line piping and fittings shall not be backfilled until OAR has inspected and pipe has passed pressure testing. Performbalance of backfill operation to eliminate any settling.3.3 SLEEVINGA.Sleeve all piping and wiring that pass under paving or hardscape features. Wiring shall be placed in separate sleeving frompiping. Sleeves shall be positioned relative to structures or obstructions to allow for pipe or wire within to be removed ifnecessary.3.4 GRADES AND DRAINAGEA.Place irrigation pipe and other elements at uniform grades. Winterization shall be by evacuation with compressed air.Automatic drains shall not be installed on this Project. Manual drains shall only be installed at POC where designated onConstruction Drawings.3.5 PVC PIPEA.Install pipe to allow for expansion and contraction as recommended by pipe manufacturer.B.Install main line pipes with 18” of cover, lateral line pipes with 12” of cover.C.Drawings show diagrammatic or conceptual location of piping - Contractor shall install piping to minimize change ofdirection, avoid placement under large trees or large shrubs, avoid placement under hardscape features.D. Plastic pipe shall be cut squarely. Burrs shall be removed. Spigot ends of pipes 3” and larger shall be beveled.E.Pipe shall not be glued unless ambient temperature is at least 50 degress F. Pipe shall not be glued in rainy conditionsunless properly tented. All solvent weld joints shall be assembled using IPS 711 glue and P70 primer according tomanufacturer's specification, no exceptions. All workers performing glue operations shall provide evidence of certification.Glued main line pipe shall cure a minimum of 24 hours prior to being energized. Lateral lines shall cure a minimum of 2hours prior to being energized and shall not remain under constant pressure unless cured for 24 hours.F.Appropriate thrust blocking shall be performed on fittings 3” and larger. All threaded joints shall be wrapped with Teflontape or paste unless directed by product manufacturer or sealing by o-ring.3.6 CONTROLLERSA.All grounding for pedestal controllers shall be as directed by controller manufacturer and ASIC guidelines, not to exceed aresistance reading of 5 OHMs.B.Locate controllers in protected, inconspicuous places, when possible. Coordinate location of pedestal controllers withLandscape Architect to minimize visibility.C.Coordinate location of wall mount controllers with building or electrical Contractor to facilitate electrical service andfuture maintenance needs. Wall mount shall be securely fastened to surface. If exterior mounted, wall mount controllersshall have electrical service wire and field control wire in separate, appropriate sized weatherproof electrical conduit, PVCpipe shall not be used.D. Wiring under hardscape surfaces shall be placed continuously in conduit. Contractor shall be responsible to coordinatesleeving needs for conduit or sweeps elbows from exterior to interior of building.E.Pedestal controllers shall be placed upon VIT-Strong Box Quick Pad as per manufacturer's recommendations. Controllersshall be oriented such that Owner's Representative maintenance personnel may access easily and perform field system testsefficiently.F.Place Standard valve box at base of controller or nearby to allow for three to five feet of slack field control wire to beplaced at each controller. This Contractor shall provide conduit access if needed for Electrical Contractor. Electricalsupply and installation, as well as hook-up to controller shall be by this Contractor.3.7 VALVESA.Isolation valves, remote control valves, and quick coupler valves shall be installed according to manufacturerrecommendation and Contract Specifications and Details.B.Valve boxes shall be set over valves so that all parts of the valve can be reached for service.C.Valve box and lid shall be set to be flush with finished grade. Only one remote control valve may be installed in a Carson1419124 box. Place a minimum of 4” of ¾” washed gravel beneath valve box for drainage. Bottom of remote controlvalve shall be a minimum of 2” above gravel.3.8 SPRINKLER HEADSA.No sprinkler shall be located closer than 6” to walls, fences, or buildings.B.Heads adjacent to walks, curbs, or paths shall be located at grade and 2” away from hardscape.C.Control valves shall be opened. Then fully flush lateral line pipe and swing joints prior to installation of sprinklers.D. Spray heads shall be installed and flushed again prior to installation of nozzles.E.Contractor shall be responsible for adjustment if necessary due to grade changes during landscape construction.3.9 FIELD QUALITY CONTROLA.Main line pipes shall not be backfilled or accepted until the system has been tested for 2 hours at 100 psi.B.Main line pressure test shall include all pipe and components from the point of connection to the upstream side of remotecontrol valves. Test shall include all manifold components under constant pressure. Piping may be tested in sections thatcan be isolated.C.Contractor shall provide pressurized water pump to increase or boost pressure where existing static pressure is less than100 psi.D. Schedule testing with OAR 48 hours in advance for approval.E.Leaks or defects shall promptly be repaired or rectified at the Contractors expense and retested until able to pass testing.F.Grounding resistance at pedestal controller shall also be tested and shall not exceed 5 OHMs.3.10 ADJUSTMENTA.Sprinkler heads shall be adjusted to proper height when installed. Changes in grade or adjustment of head height afterinstallation shall be considered a part of the original contract and at Contractor's expense.B.Adjust all sprinkler heads for arc, radius, proper trim and distribution to cover all landscaped areas that are to be irrigated.C.Adjust sprinklers so they do not water buildings, structures, or other hardscape features.D. Adjust run times of station to meet needs of plant material the station services.3.11 CLEANINGA.Contractor shall be responsible for cleanliness of jobsite. Work areas shall be swept cleanly and picked up daily.B.Open trenches or hazards shall be protected with yellow caution tape.C.Contractor is responsible for removal and disposal of offsite trash and debris generated as a result of this Project.D. OAR shall perform periodic as well as a final cleanliness inspection.E.Contractor shall leave Project in at least a 'broom clean' condition.END OF SECTIONIRRIGATION PLAN SPECIFICATIONS 181.5A130181.5A230181.5A330181.5A430181.5A530191.5D230121.5D130111.5D330151.5D430101.5D530141.5D630LDECLDECLDECLDECLDECLDECLDECLDECIRRIGATION LEGENDMASTER VALVEFLOW SENSORRAINBIRD RD04-S-PRS POP UP SPRAY 10 U-SERIES @ 30 PSIRAINBIRD RD04-S-PRS POP UP SPRAY 8 U-SERIES @ 30 PSIRAINBIRD RD04-S-PRS POP UP SPRAY 5 SERIES @ 30 PSIRAINBIRD RD04-S-PRS POP UP SPRAY 12 U-SERIES @ 30 PSIRAINBIRD RD04-S-PRS POP UP SPRAY 15 U-SERIES @ 30 PSIQUICK COUPLER: RAINBIRD 44LRC INSTALL PER MANUFACTURER'S SPEC.CONTROLLER: RAINBIRD ESP-ME3 CONTROLLER WITH LIMR REMOTE KIT,CONTRACTOR TO ADJUST LOCATION WITH OWNER PRIOR TO CONSTRUCTION.DRIP CONTROL ZONE KIT: RAINBIRD XCZ-(PER PLAN)-PRBR-COMMED FLOW (SIZE AS NOTED ON PLAN)CLASS 200 SLEEVE PER PLANWIRE CHASE, SIZE TO BE TWICE THE DIAMETER OF THE WIRE BUNDLEWITHIN. 1.1/4" DIAMETER MINIMUMNO SYMBOLDRIP CONNECTION. PROVIDE DRIP IRRIGATION TO ALLTREES, SHRUBS,AND PERENNIALS IN PLANTER AREAS'C'RAINBIRD RD04-S-PRS POP UP SPRAY 15 SST @ 30 PSIRAINBIRD RD04-S-PRS POP UP SPRAY 15 EST @ 30 PSIRRAINBIRD WR2-RC WIRELESS RAIN SHUT OFF DEVICELDECSYMBOL MANUFACTURER-MODEL NUMBER RAINBIRD 8005 SERIES Q#8-6.6 GPM, H#14-12.6 GPM, F#26-24.3 GPM NOZZLES @ 55 PSI DRIP ZONETYPE PART NUMBER EMITTER FLOW EMITTER SPACING ROW SPACING ROW SPACINGRAINBIRD 5000 SERIES MPR NOZZLES @ 55 PSI 14 GAUGE SOLID COPPER SINGLE STRAND CONTROL WIRE. INSTALLPER MANUFACTURER'S SPEC. PROVIDE 2 WIRE LOOP SYSTEM.REMOTE CONTROL VALVE: RAINBIRD PESB-NP-PRS-D AUTOMATICCONTROL VALVE (SIZE AS NOTED ON PLAN- USE JUMBO BOX-PURPLE LID)ISOLATION BALL VALVE - LINE SIZED INSTALL PER MANUFACTURER'S SPEC.XFS DRIPLINEXFSP-09-1820 GPMTIME TO APPLY 1/4" OF WATER23TOTAL DRIP ZONE FLOWMAX. LATERAL LENGTH OF TUBINGTOTAL LENGTH OF ZONE DRIPLINEAPPLICATION RATE350 FTREQUIRED NUMBER OF STAKES NUMBER OF FLUSH POINTSSUGGESTED HEADER & FOOTER PIPE SIZE5002CLASS 200 1.25".64 IN. / HR2,000 FT (varies per plan)*NUMBERS MAY CHANGE DUE TO SIZE OF DRIP ZONE PER PLAN.9 GPH18"18"18-21 IN.VALVE DECODER (AT ALL VALVE GROUPINGS) INSTALL PERMANUFACTURER'S SPEC. LIGHTNING ARRESTER (AT ALL VALVEGROUPINGS) INSTALL PER MANUFACTURER'S SPEC.LATERAL LINE: SCHEDULE 40 PVC WITH SCH. 40 FITTINGS. SEEPIPE SIZING CHARTMAINLINE: SCHEDULE 40 PVC WITH SCHEDULE 80 FITTINGS, 1.5"DIAMETER 24" MIN. COVERDRIP LINE: RAINBIRD XFSP-09-18-100 OR EQUIVALENTNO SYMBOLIRRIGATION POINT OF CONNECTION AND RPZ BACKFLOW PREVENTION -CONNECT TO WATER SERVICE LINE AND METER. (SEE CIVIL PLANS) CONTRACTORLOCATE AND VERIFY EXACT LOCATION ON SITE.IR 101GRAPHIC SCALE: 1" =20'80'40'20'10'0' IRRIGATION PLANPROJECT INFORMATIONDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATEPM:DRAWN:CHECKED:KBAKBAJTAPLAN INFORMATIONPROJECT NUMBERLICENSE STAMPPLOT DATE:Developer / Property Owner:Building Architect / Engineer:1/12/2021BLUE STAKES OF UTAHUTILITY NOTIFICATION CENTER, INC1-800-662-4111www.bluestakes.orgLANDSCAPE ARCHITECT / PLANNERNO.REVISIONDATE1234567ID200071/12/20213450 N. TRIUMPH BLVD. SUITE 102LEHI, UTAH 84043 (801) 960-2698www.pkjdesigngroup.com NDRAWING INFO1. BEFORE WORK IS TO COMMENCE, BLUE STAKES/DIG LINE IS TO BE CALLED AND NOTIFIED. IF ANY DAMAGE TOUTILITIES HAPPEN DURING CONSTRUCTION, THE CONTRACTOR SHALL REPAIR IT AT THEIR EXPENSE WITH NO ADDITIONAL COSTTO THE OWNER.2. CONTRACTOR SHALL APPLY AND PAY FOR ALL NECESSARY PERMITS IN ACCORDANCE WITH CITY AND/OR COUNTY CODES AND COMPLYWITH SPECIFICATIONS AND DRAWINGS.3. INVESTIGATE TO MAKE SURE THAT THE IRRIGATION SYSTEM IS, IN FACT, BEING CONNECTED TO A CULINARY SYSTEM. IF IT IS NOTCONNECTED TO CULINARY, CONTACT THE OWNER AND LANDSCAPE ARCHITECT TO COORDINATE A SECONDARY SYSTEM AND REQUIREDCOMPONENTS.4. VERIFY THAT THE POINT OF CONNECTION IS IN THE CORRECT LOCATION BEFORE INSTALLATION. ALL CONNECTIONS ON THIS PROJECTARE TO BE CULINARY WATER AND SHOULD BE NOTED AS SUCH; THEREFORE, ALL PARTS MUST MEET WATER STANDARDS THAT PERTAINTO CULINARY WATER.USE A BACKFLOW PREVENTOR AND RPZ AS SPECIFIED.5. ON OCCASION AND FOR GRAPHIC PURPOSES ONLY, THE IRRIGATION SYSTEM MIGHT BE SHOWN IN HARDSCAPE AREAS. THIS IRRIGATION ISTO BE PLACED IN LANDSCAPED AREAS ON THE PROPERTY SITE.6. CONTRACTOR SHALL USE ONLY COMMERCIAL GRADE IRRIGATION PRODUCTS. THIS INCLUDES PIPE TO BE SCHEDULE 40 PVC OR BETTER.NO POLY PIPE IS TO BE USED. FITTINGS UP TO 1-1/2” MUST BE SCHEDULE 40 OR BETTER. FITTINGS LARGER THAN 1-1/2” SHALL BE SCHEDULE80 OR BETTER. CONTRACTOR IS RESPONSIBLE FOR ENSURING ACCURATE COUNTS AND QUANTITIES OF ALL IRRIGATION MATERIALS FORBIDDING AND INSTALLATION.7. MAIN LINES SHALL BE A MINIMUM OF 24” DEEP AND LATERAL LINES A MINIMUM OF 12” DEEP. NO ROCK GREATER THAN 1/2” DIAMETERSHALL BE ALLOWED IN TRENCHES. TRENCHING BACKFILL MATERIAL SHALL BE COMPACTED TO PROPER FINISHED GRADE.8. NO IRRIGATION MAIN LINE MAY BE LOCATED WITHIN 5 FEET OF ANY STRUCTURE.9. TO AVOID PIPE DAMAGE, ADJUST LOCATION OF PIPE TO NOT BE DIRECTLY UNDER PLANT MATERIALS. VALVE BOXES ARE PREFERRED TOBE IN PLANTER BEDS INSTEAD OF THE LAWN.10. PLAN INDICATES 100% OR BETTER HEAD TO HEAD COVERAGE. SHOULD CONTRACTOR FIND DISCREPANCIES DUE TO NECESSARY FIELDADJUSTMENTS, CONTACT LANDSCAPE ARCHITECT FOR IRRIGATION CORRECTION.11. DRIP IRRIGATION TO BE INSTALLED PER DETAILS. CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS. TUBING SHOULD REST TOWARDOUTER EDGE OF ROOTBALL AND NOT AGAINST TRUNK OF PLANT.12. A QUICK COUPLER SHALL BE INSTALLED AT POINT OF CONNECTION TO ALLOW BLOW OUT OF SYSTEM BY AIR COMPRESSOR AT END OFEACH SEASON.13. INSTALL SLEEVES FOR ALL PIPES AND WIRE CONDUIT THAT ARE PLACED UNDER PAVEMENT AND SIDEWALKS. SLEEVES SHALL BE 2 SIZESLARGER THAN PIPE BEING PLACED INTERNALLY. WIRE CONDUIT SHALL BE INSTALLED IN CLASS 200 PIPE. AT ANY DIRECTIONAL CHANGETHAT OCCURS, A JUNCTION BOX IS TO PLACED.14. CONDUITS CAN NOT BE SHARED BY WATER AND ELECTRICAL LINES. ALL WIRE TO BE PUT IN PVC CONDUIT. ALL WIRE CONNECTIONS TO BEPLACED IN A VALVE BOX. ALL WIRE CONNECTIONS TO USE WATERPROOF WIRE CONNECTORS WITH AT LEAST 3' OF EXTRA WIRE. PROVIDEPLENTY OF EXTRA WIRE AT EVERY DIRECTIONAL CHANGE. INSULATED 14 GAUGE COPPER TO BE USED FOR ALL CONTROL WIRES ANDINSTALLED PER MANUFACTURER'S SPECIFICATIONS.15. CONTRACTOR TO INSTALL LIGHTNING ARRESTOR AND GROUNDING RODS ON SITE PER MANUFACTURER'S RECOMMENDATIONS, SEEDETAILS.16. CONTRACTOR TO SEPARATE SYSTEM (CONTROLLER, VALVES, AND DIFFERENT COLORED WIRE) FROM CITY MAINTAINED PROPERTY ANDHOA/OWNER MAINTAINED PROPERTY.17. DUCT TAPE ALL SLEEVES TO PREVENT SOIL OR OTHER DEBRIS ENTERING PIPE. IDENTIFY ALL SLEEVES BY WOOD OR PVC STAKES ANDSPRAY PAINT WITH MARKING PAINT. REMOVE STAKES ONCE IRRIGATION SYSTEM IS COMPLETE.18. TO PREVENT EROSION AND LOW POINT DRAINAGE CONTRACTOR SHALL INSTALL CHECK VALVES19. LOCATE SPRAY HEADS NO CLOSER THAN 6” FROM WALLS, FENCES OR BUILDINGS AND 2” AWAY FROM WALKS, PATHS OR CURBS.20. PRESSURE TEST MAINLINE FOR LEAKS PRIOR TO BACKFILLING. CONTACT LANDSCAPE ARCHITECT/OWNER AT THIS TIME FOR COMPLIANCE.21. CONTRACTOR TO CONSULT WITH OWNER ON EXACT LOCATION OF CONTROLLER. CONTRACTOR TO COORDINATE WITH ELECTRICALCONTRACTOR AND OWNER FOR THE POWER SUPPLY. INSTALL ALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL INSTALL ARAIN SENSOR WITH THE CONTROLLER UNLESS OTHERWISE DIRECTED BY OWNER OR LANDSCAPE ARCHITECT.22. LATERAL LINES SHALL BE NO SMALLER THAN 3/4”. LANDSCAPE CONTRACTOR TO ENSURE THE FOLLOWING PIPE SIZES DO NOT EXCEEDTHE SUGGESTED GPM LISTED BELOW:3/4" 8 GPM1” 12 GPM1-1/2' 30 GPM2” 53 GPM2-1/2” 75 GPM3” 110 GPM4” 180 GPMIRRIGATION NOTESVALVE ID TAGPSI AT LASTHEAD IN ZONECONTROLLER NUMBER,VALVE NUMBERVALVE SIZEGALLONS PER MINUTENOTE:1. VALVE ID TAGS ARE LOCATEDNEAR VALVES IN THE ORDER THEVALVES APPEAR ON THE DRAWING181.0A155BACH HOMES11650 S STATE ST 3RD FLOORDRAPER, UT 84020brian.c@bachhomes.com2480 N EAGLE ROADMERIDIAN, IDMERIDIAN SELF STORAGE IR 501 IRRIGATION DETAILSPROJECT INFORMATIONDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATEPM:DRAWN:CHECKED:KBAKBAJTAPLAN INFORMATIONPROJECT NUMBERLICENSE STAMPPLOT DATE:Developer / Property Owner:Building Architect / Engineer:1/12/2021BLUE STAKES OF UTAHUTILITY NOTIFICATION CENTER, INC1-800-662-4111www.bluestakes.orgLANDSCAPE ARCHITECT / PLANNERNO.REVISIONDATE1234567ID200071/12/20213450 N. TRIUMPH BLVD. SUITE 102LEHI, UTAH 84043 (801) 960-2698www.pkjdesigngroup.com DRAWING INFOID20007GALVANIZED COUPLING.GALVANIZED NIPPLE.FLOW#6 X 48" REBAR.PAVEMENT.SCH. 80 PVC NIPPLE.MAINLINE. (SEE IRRIGATION PLANS FOR SIZING).SCH. 80 PVC TEE OR ELBOW.PAVEMENT.NON-PRESSURIZED LINE (LATERAL LINE).DETECTABLE LOCATOR TAPE.PRESSURIZED LINE (MAINLINE).FINISHED GRADE.EXTEND ALL SLEEVING18" MIN. BEYOND EDGEOF HARD SURFACE AREASPAVING SURFACENO MATERIAL OR ROCKLARGER THAN 1/4" SHALL BEPLACED AROUND SLEEVE.ALL SLEEVES SHALL BE 2"LARGER THAN PIPE18"18"PAVEMENTFINISH GRADERAIN BIRD FS SERIES 350 FLOW SENSOR(S)36-INCH LENGTH OF COILED PE-CABLE TO FLOWSENSING EQUIPMENT AT CCU/SATELLITCONTROLLER ASSEMBLYDOUBLE-STRAP SADDLESEE MAXICOM DETAIL 611 FOR SPLICE.SEE FLOW SENSOR DETAIL FOR WIRINGDIAGRAM.CONCENTRIC REDUCER WALLTWO-WIRE DECODER CONTROLLER: RAIN BIRD ESP-LXD TWO-WIRE DECODER CONTROLLERIN LXMM METAL CABINET WITH OUTSIDE WALLMOUNT. INSTALL CONTROLLER AND CABINET ONWALL PER MANUFACTURER'S RECOMMENDATIONS.JUNCTION BOX1-INCH CONDUIT AND FITTINGS TO POWER SUPPLYPOWER SUPPLY WIRE2-INCH CONDUIT AND FITTINGS FOR TWO-WIRE CABLEMAXICABLE TWO-WIRE PATH TO DECODERS USE A DIFFERENT CABLE JACKET COLOR FOR EACHPATHNOTES:1. ESP-LXD CONTROLLER COMES WITH 50 STATIONSAVAILABLE. TWO ADDITIONAL 75 STATIONESPLXD-SUM75 MODULES MAY BE ADDED TOEXPAND THE CONTROLLER UP TO 200 TOTALSTATIONS.2. USE STEEL CONDUIT FOR ABOVE GRADE ANDSCH 4O PVC CONDUIT FOR BELOW GRADECONDITIONS.3. PROVIDE PROPER GROUNDING COMPONENTS TOACHIEVE GROUND RESISTANCE OF 10 OHMS ORLESS.NOTES:1. ALL FITTINGS TO BE SCH. 80 PVC2. PROVIDE OWNER WITH KEYFINISH GRADESUBGRADEPVC MAINLINE TOBACKFLOW PREVENTERBRASS STOP ANDWASTE VALVECOPPER MAINLINEPVC 90 DEG. ELBOWBRASS NIPPLE TYP. (6" MIN.)BRASS COMPRESSION TEETO MATCH MAINLINE SIZECAP48" MIN.PKJ DESIGN GROUPTWO-WIRE DECODER CONTROLLER DETAILNOT TO SCALEAPKJ DESIGN GROUPBACKFLOW PREVENTION DETAILNOT TO SCALEB4" THICK CONCRETE PAD, 1" ABOVEFINISHED GRADE. SEE BACKFLOWCAGE DETAILGALVANIZED NIPPLEBACKFLOW PREVENTION DEVICE.(SEETHE IRRIGATION PLANS FOR MAKE ANDMODEL). INSTALL THE DEVICE PER THELOCAL WATER PURVEYOR'S STANDARDSAND SPECIFICATIONSNOTE:1. GALVANIZED NIPPLE SHALL EXTEND 12" PAST THE EDGE OF THE CONCRETE FOOTING.2. SCH. 80 PVC MALE ADAPTER SHALL BE USED IN CONNECTION FROM GALVANIZE TO THE MAINLINE.3. BACKFLOW PREVENTION DEVICE SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE LANDSCAPE METER.4. BACKFLOW PREVENTION DEVICE SHALL BE LOCATED IN PLANTING AREA UNLESS APPROVED BY OWNER'SREPRESENTATIVE.5. SEE DETAIL FOR BACKFLOW CAGE INSTALLATION.6. ALL ASSEMBLY PARTS (THREADED NIPPLES, FITTINGS, ETC.) SHALL BE GALVANIZED OR BRASS PER LOCALCODES AND REQUIREMENTS.7. ALL BACKFLOW PREVENTION DEVICES SHALL HAVE FREEZE BLANKET INCLUDED UPON INSTALLATION.8. ALL GALVANIZED CONNECTIONS SHALL TO BE MADE USING PIPE THREAD SEALANT. ALL SCH. 80 PVC TOGALVANIZED CONNECTIONS TO BE MADE USING TEFLON TAPE.CONCRETE THRUST BLOCKSREQUIRED ON BACKFLOW DEVICES2.5" AND LARGER.SCH. 80 PVC MALE ADAPTER.WRAP 20 MIL TAPE TWICEAROUND ALL GALVANIZEDPIPE UNDER FINISHED GRADEAND THROUGH THE CONCRETEGALVANIZED UNIONGALVANIZED NINETYDEGREE (90°) ELBOWTHREADEDGALVANIZED NIPPLEPKJ DESIGN GROUPQUICK COUPLER DETAILNOT TO SCALEGNOTES:1. ALL THREADED CONNECTIONS SHALL BE INSTALLED USING TEFLON TAPE.2. VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3 MIL THICK PLASTIC AND SECURED TO THE VALVE BOX USINGDUCT TAPE OR ELECTRICAL TAPE.3. ALL QUICK COUPLERS SHALL BE INSTALLED A MINIMUM OF 18" OFF OF THE MAINLINE.4. VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS.PKJ DESIGN GROUPGATE VALVE AND ANCHOR DETAILNOT TO SCALECNOTES:1. INSTALL GATE VALVE PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.2. VALVE BOX SHALL BE WRAPPED WITH MINIMUM 3 MIL. THICK PLASTIC AND SECURE IT TOVALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE.3. VALVE BOX SHALL BE LOCATED IN PLANTING AREA.PKJ DESIGN GROUPIRRIGATION TRENCHING DETAILNOT TO SCALEENOTES:1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZE AND TYPE.2. DIRECT BURIAL CONTROL WIRES SHALL BE INSTALLED IN SCH. 40 PVC ELECTRICAL CONDUIT IF REQUIRED.3. 2-WIRE IRRIGATION WIRE SHALL BE INSTALLED IN SCH. 40 PVC ELECTRICAL CONDUIT.4. DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES (6") ABOVE THE ENTIRE MAINLINE RUN.SLEEVEPKJ DESIGN GROUPTYPICAL SLEEVING DETAILNOT TO SCALEDPKJ DESIGN GROUPMANUAL DRAIN DETAILNOT TO SCALEFGRAVEL AREA SHALL BELARGE ENOUGH TO DRAINSYSTEM3/4" ELBOWMAINLINEBALL VALE2" PVC SCH. 40 PIPE10" ROUND VALVE BOXFINISHGRADENOTES:1. ALL FITTINGS TO BESCH. 80 PVC2. PROVIDE OWNER WITHKEYPKJ DESIGN GROUPSTOP AND WASTE VALVE ASSEMBLY DETAILNOT TO SCALEH2" PVC SCH. 40 PIPECUT TO FITLOCKABLE LIFT OFF ENCLOSURE TO FIT OVERBACKFLOW PREVENTER. INSTALL PERMANUFACTURER'S RECOMMENDATIONSPKJ DESIGN GROUPMASTER VALVE AND FLOW SENSOR DETAILNOT TO SCALEISTAINLESS STEELSCREW CLAMP.ROUND VALVE BOXWITH LOCKING LID.DIRECT BURIAL LOW VOLTAGECONTROL WIRES.NORMALLY OPEN MASTER VALVE(S)36-INCH LENGTH OF COILED WIRE TOSATELLITE CONTROLLER SPARE STATION3-INCH MINIMUM DEPTH OF 3/4-INCH WASHEDGRAVELBRICK (1 OF 4)VALVE BOX WITH COVER - 12-INCH SIZE4" 12" MIN OR PER LOCAL CODES RECTANGULAR VALVE BOXWITH LOCKING LID2" SQUARE OPERATING NUT.RESILIENT WEDGE GATE VALVE.(SEE IRRIGATION LEGEND FORMAKE AND MODEL).FINISHED GRADE.FOUR (4) 4" X 8" BRICKS.3/8" STEEL TIES.IRRIGATION MAINLINE.12" X 12" X 8" CONCRETEANCHOR.EXISTING SOIL.6" MIN.FLOW5X DIAMETEROF PIPE5X DIAMETEROF PIPE24" MIN.1'-6" IN PLANTING AREA 3'-0" UNDERNEATH PAVEMENT 6" 1'-0" IN PLANTING AREA 4-8"FINISHED GRADE.THREE (3) 4" X 8" BRICKS.SCH. 80 PVC SWING JOINT.QUICK COUPLER VALVE. (SEE IRRIGATIONLEGEND FOR MAKE AND MODEL NUMBER).BRASS BALLVALVEBACH HOMES11650 S STATE ST 3RD FLOORDRAPER, UT 84020brian.c@bachhomes.com2480 N EAGLE ROADMERIDIAN, IDMERIDIAN SELF STORAGE LANDSCAPE COVER SHEETIR 502LANDSCAPE PLANLANDSCAPE PLANLANDSCAPE COVER SHEETLANDSCAPE COVER SHEETLANDSCAPE PLANPROJECT INFORMATIONDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATEPM:DRAWN:CHECKED:KBAKBAJTAPLAN INFORMATIONPROJECT NUMBERLICENSE STAMPPLOT DATE:Developer / Property Owner:Building Architect / Engineer:1/12/2021BLUE STAKES OF UTAHUTILITY NOTIFICATION CENTER, INC1-800-662-4111www.bluestakes.orgLANDSCAPE ARCHITECT / PLANNERNO. REVISIONDATE1234567ID200071/12/20213450 N. TRIUMPH BLVD. SUITE 102LEHI, UTAH 84043 (801) 960-2698www.pkjdesigngroup.com LIGHTNINGARRESTOR5/8" X 8'COPPERCLADGROUNDRODTW-SPLICEWATER-TIGHTCONNECTIONSTRIP WIREDB SERIES WIRECONNECTORSDB SERIES WIRECONNECTORSTWO-WIRECABLEWHITEWHITEBLUEBLUECOMMUNICATION CABLECOMMUNICATION CABLESOLENOID WIRESOLENOID WIREFD-102TURFM13004MASTER VALVE,SOLENOID(MAXIMUM 2)PUMP / VALVEOR BOOSTER(VALVE),NOTE:1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM FIELD DECODER TOSOLENOID IS 450 FEET.PKJ DESIGN GROUPDECODER WIRING DIAGRAM DETAILNOT TO SCALEJPKJ DESIGN GROUP2-WIRE CONNECTION DETAILNOT TO SCALEMPKJ DESIGN GROUPGROUNDING ROD DETAILNOT TO SCALEKNOTES:1. ALL GROUNDING REQUIREMENTS FOR CONTROLLERS SHALL CONFORM TO LOCALELECTRIC CODES.2. GROUNDING ROD SHALL NOT BE LOCATED IN THE SAME TRENCH AS THE IRRIGATIONMAINLINES OR LATERAL LINES.3. VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3 MIL THICK PLASTIC AND SECURED TOTHE VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE.4. INSTALL GROUNDING ROD PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS.THREE (3) 4" X 8" BRICKS.PAVEMENT.FINISHED GRADE.GROUNDING ROD CLAMP.# 6 AWG BARE COPPER WIRE.1" PVC ELECTRICALCONDUIT AND SWEEP FOREARTH GROUND.8'-0" 24" MIN WIRE DEPTH 4-8"8'-0" TO 12'-0"5/8 " X 8' - 0" COPPERGROUNDING ROD.4"1"SCH. 40 PVC TEE OR ELBOW.SCH. 80 PVC NIPPLE (OPTIONAL).SWING JOINT. SEE DETAIL.SCH. 40 PVC TEE OR ELBOW.PKJ DESIGN GROUPLATERAL LINE DRAIN VALVE DETAILNOT TO SCALENPKJ DESIGN GROUPPOP UP-SPRAY HEAD DETAILNOT TO SCALEPNOTE:1. 6" POP UPS SHALL BE USED IN TURF AREAS.2. CONTRACTOR SHALL SETTLE SOIL AROUND THE POP UP AFTER INSTALLATION.3. ALL POP UP SPRAY HEADS SHALL HAVE CHECK VALVES.4. ALL SCH. 40 PVC TO SCH. 80 PVC CONNECTIONS SHALL BE MADE USING TEFLON TAPE.PKJ DESIGN GROUPELECTRIC REMOTE-CONTROL VALVE DETAILNOT TO SCALELPKJ DESIGN GROUPROTOR SPRAYHEAD DETAILNOT TO SCALEONOTES:1. ALL THREADED CONNECTION POINTS BETWEEN SCH. 40 PVC ANDSCH. 80 PVC FITTING SHALL BE INSTALLED USING TEFLON TAPE.2. CONTRACTOR SHALL COMPACT SOIL AROUND ROTOR AND RISERPRIOR TO PLANTING, PLUGGING, SEEDING, OR LAYING OF SOD.PVC LATERAL IRRIGATION PIPE.(SEE IRRIGATION PLANS FOR PIPESIZE AND TYPE).POP-UP ROTOR TO BE SET ATFINISH GRADE. (SEE IRRIGATIONLEGEND FOR MAKE AND MODEL)FINISH GRADEPOP-UP ROTOR TO BE SET ATFINISH GRADE. (SEE IRRIGATIONLEGEND FOR MAKE AND MODEL)SPRAY NOZZLE ORBUBBLER.(SEE IRRIGATIONLEGEND FOR MAKE ANDMODEL).TOP OF POP UP SET ATFINISH GRADE.POP UP SPRAY HEAD. (SEEIRRIGATION LEGEND FOR MAKEAND MODEL).LATERAL IRRIGATION LINE. (SEEIRRIGATION PLANS FOR SIZE ANDTYPE).SWING JOINT. (SEE DETAIL).FINISH GRADE.3" MIN.30-INCH LINEAR LENGTH OFWIRE, COILED.WATERPROOF CONNECTIONRAIN BIRD SPLICE-1 (1 OF 2)ID TAG: RAIN BIRD VID SERIESREMOTE CONTROL VALVE:RAIN BIRD PESB-PRS-DWITH NP-HANVALVE BOX WITH COVER: RAIN BIRD VB-STDFINISH GRADE/TOP OF MULCHPVC SCH 80 NIPPLE (CLOSE)PVC SCH 40 ELLPVC SCH 80 NIPPLE(LENGTH AS REQUIRED)BRICK (1 OF 4)PVC MAINLINE PIPESCH 80 NIPPLE (2-INCHLENGTH, HIDDEN) AND SCH40 ELLPVC SCH 40 TEE OR ELLPVC SCH 40 MALE ADAPTERPVC LATERAL PIPE3.0-INCH MINIMUM DEPTH OF3/4 " WASHED GRAVEL2" MIN.FINISH GRADE/TOP OF MULCHVALVE BOX WITH COVER: RAIN BIRD VB-6RNDPVC SCH 40 TEEPVC LATERAL PIPEFILTERED DRAIN VALVE: RAIN BIRD 16A-FDV-075BRICK (1 OF 2)6-INCH MINIMUM DEPTH OF3/4" WASHED GRAVELBACH HOMES11650 S STATE ST 3RD FLOORDRAPER, UT 84020brian.c@bachhomes.com2480 N EAGLE ROADMERIDIAN, IDMERIDIAN SELF STORAGE LANDSCAPE COVER SHEETIR 503LANDSCAPE PLANLANDSCAPE PLANLANDSCAPE COVER SHEETLANDSCAPE COVER SHEETLANDSCAPE PLANPROJECT INFORMATIONDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATEPM:DRAWN:CHECKED:KBAKBAJTAPLAN INFORMATIONPROJECT NUMBERLICENSE STAMPPLOT DATE:Developer / Property Owner:Building Architect / Engineer:1/12/2021BLUE STAKES OF UTAHUTILITY NOTIFICATION CENTER, INC1-800-662-4111www.bluestakes.orgLANDSCAPE ARCHITECT / PLANNERNO. REVISIONDATE1234567ID200071/12/20213450 N. TRIUMPH BLVD. SUITE 102LEHI, UTAH 84043 (801) 960-2698www.pkjdesigngroup.com MULCHFLUSH CAP FOR EASY FIT COMPRESSION FITTINGS: POTABLE:RAIN BIRD MDCFCAPEASY FIT COUPLING: RAIN BIRD MDCFCOUPSUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB12" POLYETHYLENE TUBING: RAIN BIRD XF BLANK TUBINGFINISH GRADEPVC EXHAUST HEADERPVC SCH 40 TEE OR ELBARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL)ON-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFCV DRIPLINE3-INCH MINIMUM DEPTH OF 3/4 " WASHED GRAVELBRICK (1 OF 2)NOTE:1. ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECTFLUSHED WATER OUTSIDE VALVE BOX.FINISH GRADE/TOP OF MULCHVALVE BOX WITH COVER: RAIN BIRD VB-STD30-INCH LINEAR LENGTH OF WIRE, COILEDWATERPROOF CONNECTION: RAIN BIRD DB SERIES1-INCH BALL VALVE (INCLUDED INXCZ-PRB-100-COM KIT)ID TAGREMOTE CONTROL VALVE: RAIN BIRD PESB (INCLUCED INXCZ-PRB-100-COM KIT)PRESSURE REGULATING QUICK CHECKBASKET FILTER: RAIN BIRD PRB-QKCHK-100 (INCLUDED IN XCZ-PRB-100-COM KIT)PVC SCH 40 FEMALE ADAPTORLATERAL PIPEPVC SCH 80 NIPPLE (LENGTH AS REQUIRED)PVC SCH 40 ELLPVC SCH 80 NIPPLE (2-INCH LENGTH,HIDDEN) AND PVC SCH 40 ELLPVC SCH 40 TEE OR ELLMAINLINE PIPE3-INCH MINIMUM DEPTH OF 3/4-INCHWASHED GRAVELPVC SCH 80 NIPPLE, CLOSE (INCLUDED INXCZ-PRB-100-COM KIT)FINISH GRADESUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB12" AIR RELIEF VALVE: RAIN BIRD ARV050 TO BE INSTALLED AT HIGH POINTS IN DRIPZONEPVC SCH 40 FEMALE ADAPTERPVC SCH 80 RISERBRICK (1 OF 2)PVC HEADER PIPEPVC SCH 40 TEE3" MINIMUM DEPTH OF 3/4" WASHED GRAVELPKJ DESIGN GROUPDRIP CONTROL ZONE KIT DETAILNOT TO SCALEQPKJ DESIGN GROUPON-SURFACE DRIPLINE FLUSH POINT DETAILNOT TO SCALERPKJ DESIGN GROUPAIR RELIEF VALVE DETAILNOT TO SCALESPKJ DESIGN GROUPON-SURFACE DRIPLINE TREE/SHRUB DETAILNOT TO SCALETRAIN BIRD CONTROL ZONE KIT (SIZED TO ACCOMIDATE LATERAL FLOWDEMAND)PVC DRIP MANIFOLD PIPEPVC SCH 40 TEE OR EL (TYPICAL)12" POLYETHYLENE TUBING: RAIN BIRD XF SERIES BLANK TUBING(TYPICAL)BARB X BARB INSERT TEE: RAIN BIRD XFF-TEE (TYPICAL)PROJECTED CANOPY LINE OF TREE ORSHRUB (TYPICAL)ON-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINEPOTABLE: XFCV SERIESPLACE AS SHOWN (LENGTH ASREQUIRED, TYPICAL)ROOT BALL (TYPICAL)BARB X BARB INSERT CROSS: RAIN BIRD XFD-CROSS (TYPICAL)DRIPLINE FLUSH POINT (SEE RAIN BIRDDETAIL: "XFCV DRIPLINE FLUSH POINTWITH BALL VALVE")SPACING PER SPECIFICATIONTIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (QUANTITYAS REQUIRED, SEE NOTES 2-3 BELOW)NOTES:1. INSTALL MULTIPLE RINGS AS REQUIRED TO PROVIDE IRRIGATION COVERAGE FROMROOT BALL TO PROJECTED TREE CANOPY. REFER TO RAIN BIRD DESIGNGUIDELINES AND SPECIFICATIONS FOR RECOMMENDED SPACING BETWEEN RINGS.2. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, F0UR FEET IN LOAM, AND FIVEFEET IN CLAY.3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS,USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION.BACH HOMES11650 S STATE ST 3RD FLOORDRAPER, UT 84020brian.c@bachhomes.com2480 N EAGLE ROADMERIDIAN, IDMERIDIAN SELF STORAGE