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CLINTON W. HANSEN PLS 11118 CRESTA DEL SOL SUBDIVISION NO. 2 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PRESIDENT, ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF THE COUNTY TREASURER CERTIFICATE OF THE COUNTY SURVEYOR ADA COUNTY SURVEYOR DATE: COUNTY TREASURER CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK ON DEPUTY EX-OFFICIO RECORDER THIS DAY OF , IN BOOK OF PLATS AT PAGES INSTRUMENT NO. APPROVAL OF CITY COUNCIL CITY CLERK I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF STAR, ADA COUNTY, IDAHO, ON THIS DAY, HEREBY APPROVE THIS PLAT. CITY ENGINEER ~ STAR, IDAHO APPROVAL OF THE CITY ENGINEER HEALTH CERTIFICATE CENTRAL DISTRICT HEALTH, EHS DATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. FEE: I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF STAR, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , THIS PLAT WAS DULY ACCEPTED AND APPROVED. THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF , I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. SHEET 3 OF 3 BOOK , PAGE Land Surveying and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208) 288-2040 www.landsolutions.biz ---PAGE BREAK--- GI GI GI GI GI GI GI GI GI GI GI GI GIRR GI GIRR 50 45 46 47 48 15 14 13 12 1C 55 53 49 51 52 54 16 67 C 44C 43 2 BLOCK 1 BLOCK 4 N. DEL SOL WAY N. PICTON AVE W. SUMMIT PEAK DRIVE WAY N 17 18 1 50 45 46 47 48 3 7 5 15 6 14 9 13 8 12 11 2 4 1C 55 63 56 64 65 57 66 59 53 60 61 62 BLOCK 1 BLOCK 3 49 51 52 54 16 58 67C 67C 67 C 33 27 44C 28 37 29 38 22 30 39 23 31 40 24 32 41 25C 42 26 43 34 35 36C 21 13 5 20C 12 4 19 11C 3 18 10 2 17 9 16 8 15 7 14 6 1C 2 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 4 1C BLOCK 4 10 W. GLADIOLA COURT W. GREYTOWN COURT W. BEACON LIGHT ROAD N. DEL SOL WAY N. PICTON AVE W. SUMMIT PEAK DRIVE W. NAPIER STREET N. DEL SOL WAY N. DEL SOL WAY N. PICTON AVE N. DEL SOL WAY 17 18 67 68 65 2 KEY MAP W. BEACON LIGHT ROAD L1 L2 CANDAU SOUTH PHASE 1 ---PAGE BREAK--- 1 50 45 46 47 48 3 7 5 15 6 14 9 13 8 12 11 2 4 1C 55 63 56 64 65 57 66 59 53 60 61 62 BLOCK 1 BLOCK 3 49 51 52 54 16 58 67C 67C 67 C 33 27 44C 28 37 29 38 22 30 39 23 31 40 24 32 41 25C 42 26 43 34 35 36C 21 13 5 20C 12 4 19 11C 3 18 10 2 17 9 16 8 15 7 14 6 1C 2 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 4 1C BLOCK 4 10 W. GLADIOLA COURT W. GREYTOWN COURT W. BEACON LIGHT ROAD N. DEL SOL WAY N. PICTON AVE W. SUMMIT PEAK DRIVE W. NAPIER STREET N. DEL SOL WAY N. DEL SOL WAY N. PICTON AVE N. DEL SOL WAY 17 18 67 68 65 2 GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI 7 5 6 9 8 12 11 4 55 63 56 64 65 57 66 59 60 61 62 BLOCK 1 BLOCK 3 58 67C 10 W. NAPIER STREET N. PICTON AVE 67 GI GI GI GI GI GI 3 2 67C N. DEL SOL WAY 68 65 2 KEY MAP W. BEACON LIGHT ROAD L1 L2 CANDAU SOUTH PHASE 1 ---PAGE BREAK--- ---PAGE BREAK--- PART 2 - PRODUCTS 2.1 TOPSOIL A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil shall be fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, brush, weeds, roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter harmful to plant growth. 1. Contractor shall send a minimum of three representative topsoil samples for testing. See testing requirements below. Contractor is responsible for whatever soil additives are recommended by the tests. Submit to Architect for approval. Compost will be added to other additives and added regardless of test results. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other extraneous or toxic matter harmful to plant growth. 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of not less than 4 inches. Do not obtain from bogs or marshes. 2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation Report No. 1. Maximum particle size, 3/4-inch, with maximum 3% retained on 1/4-inch screen. Other components shall conform to the following limits: pH 6.5 to 7.5 Soluble Salts 600 ppm maximum Silt 25-50% Clay 10-30% Sand 20-50% 3. Contractor shall submit representative soil report on imported topsoil proposed for use for approval. Report shall meet standards below. Contractor is responsible for whatever soil additives are recommended by the test. Compost will be in addition to other additives and added regardless of test results. C. Soil Testing 1. Soil tests are required for this project (see above for requirements). Test shall be provided as follows: a. Provide certified analysis at time of sample submitted (three samples imported topsoil). Amend soils per chemist's recommendations and as herein specified unless otherwise approved by Architect. 2. Test shall include, but not limited to recommendations on chemical distributions, organic contents, pH factors, and sieve analysis as necessary. Test #1T by Western Laboratories (1-[PHONE REDACTED]) is required. 3. Contractor is responsible for whatever soil additives are recommended by the soil testing laboratory. 4. Contractor shall coordinate, obtain and pay for all soil tests. 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including roots throughout one-year period after acceptance of work, at no cost to Owner. 2.2 pH ADJUSTERS A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used to adjust soil pH. 2.3 SOIL AMENDMENTS A. Compost: Compost: “Cascade Compost” from Cloverdale Nursery (208) 375-5262 and NuSoil Compost (208) 629-6912 or approved equal in equal amounts by volume. B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, manufacturer, and content. Protect materials from deterioration during delivery and while stored at site. 1. Commercial fertilizer for trees and shrubs during planting; slow release Agriform Planting 5-gram tablets 20-10-5 type or equal. 2. Commercial fertilizer for lawn areas, applied to bed prior to seeding or sodding, to be 16-16-17 applied at the rate of ten pounds per acre. 3. Commercial fertilizer for lawn areas three to four weeks after planting (sod) or after first mowing (seed). Organic Fertilizer Milorganite (6-0-2) type or equal. C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. 2.4 PLANT MATERIALS A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for landscape work and complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock". B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching configuration recommended by ANSI Z60.1 for type and species required. Single stem trees except where special forms are shown or listed. C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of canes required by ANSI Z60.1 for type and height of shrub. D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions indicate minimum spread for spreading and semi-spreading type evergreens and height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. Provide normal quality evergreens with well balanced form complying with requirements for other size relationships to the primary dimension shown. 2.5 GRASS MATERIALS A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season oLJ, and free of weeds and undesirable native grasses. Provide only sod capable of growth and development when planted (viable, not dormant). 1. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. B. Provide sod composed of: Rhizomatous Tall Fescue (RTF) from the The Turf Company, Meridian, ID (208) 888-3760 or approved equal. 2.6 MISCELLANEOUS LANDSCAPE MATERIALS A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and mix in accordance with manufacturer's instructions. B. Mulch: Rock mulch for planting beds to be: Crushed Stone Perma Bark - dark color. 1/2" max size. 3" thick in all areas. Provide samples of rock mulch for approval by architect and ownership group prior to installation. Rock mulch to be placed over woven weed barrier fabric installed per manufacturer's instructions. C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less than 2 inch diameter rubber or plastic hose, cut to required and of uniform color, material, and size to protect tree trunks from damage by wires. SECTION 32 90 00 - LANDSCAPE WORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections. 1.2 SUMMARY A. This Section includes provisions for the following items: 1. Trees. 2. Shrubs; Ground cover. 3. Lawns. 4. Topsoil and Soil Amendments. 5. Miscellaneous Landscape Elements. 6. Initial maintenance of landscape materials. B. Related Sections: The following sections contain requirements. 1. Underground sprinkler system is specified in Section 32 84 00 - Irrigation 1.3 QUALITY ASSURANCE A. Subcontract landscape work to a single firm specializing in landscape work. B. Source Quality Control: 1. General: Ship landscape materials with certificates of inspection required by governing authorities. Comply with regulations applicable to landscape materials. 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of non-availability to Architect, with proposal for use of equivalent material. 3. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, genus, species, and variety shown and scheduled for work complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae, and defects such as knots, sun-scaLJ, injuries, abrasions, or disfigurement. 5. Label at least one tree and one shrub of each variety with attached waterproof tag with legible designation of botanical and common name. a. Where formal arrangements or consecutive order of trees or shrubs are shown, select stock for uniform height and spread. 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for genus, species, variety, size, and quality. Architect retains right to further inspect trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. 1.4 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Plant and Material Certifications: 1. Certificates of inspection as required by governmental authorities. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. 3. Label data substantiating that plants, trees, shrubs and planting materials comply specified requirements. C. Mulch: Submit 1 gal bag of mulch sample for approval. 1.5 DELIVERY, STORAGE AND HANDLING A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in such manner as to damage bark, break branches, or destroy natural shape. Provide protective covering during delivery. Do not drop balled and burlapped stock during delivery. C. Deliver trees and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist by covering with mulch, burlap or other acceptable means of retaining moisture. D. Do not remove container-grown stock from containers until planting time. E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage to rootballs during deliver, storage and handling. 1.6 JOB CONDITIONS A. Utilities: Determine location of underground utilities and work in a manner which will avoid possible damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon by parties concerned. B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, adverse drainage conditions, or obstructions, notify Architect before planting. C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition to prior conditions at project completion. 1.7 SEQUENCING AND SCHEDULING A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site become available, working within seasonal limitations for each kind of landscape work required. 1. Plant or install all plant materials during normal planting seasons from 15 March to 15 November. 2. Correlate planting with specified maintenance periods to provide maintenance from date of substantial completion. B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs occurs after lawn work, protect lawn areas and repair damage to lawns resulting from planting operations. 1.8 SPECIAL PROJECT WARRANTY A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. B. Warranty trees and shrubs, for a period of one year after date of substantial completion, against defects including death and unsatisfactory growth, except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyond Landscape Installer's control. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty period. Make replacements during growth season following end of warranty period. Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, in opinion of Architect, it is advisable to extend warranty period for a full growing season. PART 3 - EXECUTION 3.1 PREPARATION - GENERAL A. General Contractor shall be responsible for excavating planting areas to appropriate depths for placement of topsoil as specified herein. B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Architect's acceptance before start of planting work. Make minor adjustments as may be required. 3.2 PREPARATION OF PLANTING SOIL A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth. B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting will not follow placing of planting soil in a few days. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. Shrub Areas: 1/3 compost, 2/3 topsoil. Fertilizer: Per soil test and manufacture's recommendations. C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. 3.3 PREPARATION FOR PLANTING LAWNS A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted after preparation. 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, grades, and elevations shown, after light rolling, addition of amendments, and natural settlement. Place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil. Add specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. 3.4 PREPARATION OF PLANTING BEDS A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, stones, rubbish, and other extraneous matter. B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a transition layer, then place remainder of the planting soil. C. Apply Pre-Emergent per manufacturer's recommendation. 3.5 PLANTING TREES AND SHRUBS A. Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture, plumb and in center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation is approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer of backfill. Remove all ties from around base of trunk. B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides with an approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so as not to damage root balls. C. Trees planted in turf area: Remove turf 3' dia around tree trunk. Dish top of backfill to allow for mulching. D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top of backfill and finish level with adjacent finish grades. 1. Provide 3 inches thickness of mulch. E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an adequate film over trunks, branches, stems, twigs and foliage. F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain natural character. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. H. Guy and stake trees immediately after planting, as indicated. I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as necessary for elimination of weeds. 3.6 SODDING NEW LAWNS A. General: Install lawn sod in all areas designated on the drawings. B. Soil Preparation 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a depth of eight inches by approved means, then finish graded as hereinbefore described. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. D. Sod Placement 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod layers shall be experienced, or if inexperienced, shall be constantly supervised by an experienced foreman. The Contractor shall insure that the base immediately ahead of sod layer is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod with long edges perpendicular to primary slope. 2. Lay to form a solid mass with fitted joints. Butt ends and sides of strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade or sod. Tamp or roll to ensure contact with subgrade. Work sifted soil into minor cracks between pieces; remove excess to avoid smothering of adjacent grass. 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, healthy and vigorous growth with no dry or dead spots. 4. Add fertilizer at the manufacturer's recommended application rate. E. Water sod thoroughly with a fine spray immediately after planting. F. Sodded Lawn Establishment 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod lawn areas until Final Acceptance of the project. 2. Mowing shall be done by an approved "reel" type mower. Mower blades shall be set at two inches high for all mowings. 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the Manufacturer's recommended application rate. Verify all methods of application. Contractor shall notify the Architect in writing that the fertilizer applications have occurred and on what dates. 3.7 MAINTENANCE A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project Final Acceptance. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. C. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations such as tolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or bare areas. D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable lawn. 3.8 CLEANUP AND PROTECTION A. During landscape work, keep pavements clean and work area in an orderly condition. B. Protect landscape work and materials from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.9 INSPECTION AND ACCEPTANCE A. When landscape work is completed, including maintenance, Architect will, upon request, make an inspection to determine acceptability. B. When inspected landscape work does not comply with requirements, replace rejected work and continue specified maintenance until reinspected by Architect and found to be acceptable. Remove rejected plants and materials from project site. END OF SECTION E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). G. Filter: Netafim Model DF075-120, 3/4" filter; one per drip zone. H. Air Relief Valve: Netafim Model TLAVRV, 2.5 MISCELLANEOUS A. Chemicals: primer and solvent glue as required by pipe manufacturer. B. Valve box - high impact plastic, green in color. C. Valve cover and frame - compatible with valve box with provision for locking. D. Drainage backfill - clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. PART 3 - EXECUTION 3.1 GENERAL A. Install system to provide for adequate protection against freeze damage. B. Install system in accordance with approved Contractor design drawings. All deviations from the plans must be approved, and clearly recorded on record drawing. C. Install system and components in strict accordance with manufacturer's recommendations. D. Install quick coupler(s) on main supply line, approximately equal spacing, at valve box locations or intervals of approximately 200 feet, whichever is greater. Locate adjacent to paved surfaces, at valve boxes where practical. 3.2 SURFACE CONDITIONS A. Examine the areas and conditions under which work will be performed. Notify Contractor of conditions detrimental to timely and proper completion of Section work. Do not proceed until unsatisfactory conditions are corrected. B. Locate all underground utilities and structures and notify Architect of any conflict with Section work. Protect structures and utilities. Repair or replace said structures or utilities damaged by this work at no cost to the Owner. 3.3 SLEEVING A. Sleeving installed by others. Coordinate with other trades. 3.4 TRENCHING AND BACKFILLING A. Trenching and backfilling shall be per applicable ISPWC Section. B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: 1. Main Lines and Sleeving: 18 inches. 2. PVC Laterals: 12 inches. C. Surround lines with 2 inches of clean rock-free material on all sides. 3.5 MISCELLANEOUS VALVES A. Install manual drain valves up stream. Install devise at mainline tap in accordance with manufacturer requirements for complete operation. Install backflow provision and connect to controller. 3.6 CIRCUIT VALVES A. Install in valve box, arranged for easy adjustment and removal. 1. Provide union on side. 2. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. 3.7 PIPE INSTALLATION A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at points of intersection and change of direction in main line pipe as per manufacturer's recommended specifications. Install manual drains. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's recommendations. Use Teflon thread sealant (tape) at all threaded joints. C.Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance the pressure loss and provide minimum fluctuation in system operating pressures. Pipe Size Pipe Section Pipe Size Pipe Section 3/4" 0-9 GPM 1 1/2" 26-34 GPM 1" 10-17 GPM 2" 35-50 GPM 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer of specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow for tree removal if required. Staple drip line every 36" max. Flush all lines with full head of water prior to installation of flush valves at end of circuit runs. E. Flush Valves: Install flush valve at end of each drip line run. 3.8 SPRINKLER HEADS A. Flush circuit lines with full head of water prior to head installation. 1. Install heads at level with mulch 2. Locate part-circle shrubbery heads to maintain a minimum distance of six inches from walls and four inches from other boundaries unless otherwise indicated. Keep overspray to a minimum. 3.9 CONTROL WIRE INSTALLATION A. Bury wires beside or below main line pipe in same trench. B. Bundle multiple wires together with tape at ten feet (10') maximum intervals. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100' maximum intervals between. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch-Lock connectors, or approved. 3.10 AUTOMATIC CONTROLLER A. Install on site as approved. Verify location with Owner Representative. B. Install typewritten legend inside controller door. 3.11 TESTING A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been inspected and tested. B. Pressure testing: 1. Make necessary provision for thoroughly bleeding the line of air and debris. 2. Before testing, cap all risers, and install all valves. 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test for leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. Inspect for leakage. 5. Contractor shall provide all required testing equipment and personnel. Test shall be performed in presence of Architect. Contractor shall make notice of test (48) hours in advance. 6. Provide required testing equipment and personnel. 7. Repair leaks, and retest until acceptance by the Architect. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, orifices and/or adjustment as directed to provide uniform coverage. D. Final inspection: 1. Clean, adjust, and balance all systems. Verify that: a. Remote control valves are properly balanced; b. Heads are properly adjusted for radius and arc of coverage; c. The installed system is workable, clean and efficient. E. Winterization: Winterize system at the end of first season of system operation. Review procedures with Owner Representative. END OF SECTION SECTION 32 84 00 - IRRIGATION (PERFORMANCE) PART 1 - GENERAL 1.1 CONDITIONS AND REQUIREMENTS: A. General and Supplementary Conditions, and Division 1 General Requirements. 1.2 SUMMARY A. Work included: 1. Provide and install a complete and operating automatic irrigation system for all lawn and planting areas. 2. Connect to main water supply at existing site stubout as provided. 3. Sleeving under paved areas (by others) 4. Obtain and pay for all permits and fees for the work of this section. 5. Perform work on a design/construct basis, subject to the requirements of the Contract Documents, applicable codes, and good design practice. 6. Winterization of system. 1.3 SUBMITTALS A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: 1. Manufacturer's printed product information and catalog cut sheets for all system components; five copies. B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout and details illustrating location and type of head, type and size of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. C. Record Drawings: At completion of this work, submit to the Contractor: 1. Record Drawings; reproducible and five prints. 2. Operations and Maintenance information (2 copies), including: a. Information including descriptive details, parts list, specifications, maintenance schedules and procedures for system components. b. Operation, adjustment of system and components instructions. c. Winterization procedures. d. Schedule indicating required open valve time to produce given precipitation amounts and seasonal adjustments. e. Warranties and guarantees. f. Submit five copies. 1.4 GUARANTEE A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects of workmanship and materials. Within one year after date of Substantial Completion repair or replace all defective parts or workmanship that may be found at no additional cost to Owner. B. Fill and repair all depressions and replace all necessary lawn and planting which result from the settlement of irrigation trenches for one year after date of Substantial Completion. C. Supply all manufacturer's printed guarantees. 1.5 QUALITY ASSURANCE A. Contractor shall be licensed in the State in which this work is being performed. B. Contractor shall have at least two years prior experience in projects of equal or larger scope. Provide minimum of three references and list of similar projects with owners' names, addresses, and phone numbers, when requested by Owner. C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and competent in all phases of the work of this Section. 1.6 SYSTEM DESCRIPTION A. Design requirements: 1. Minimum water coverage: Planting areas - 85%, Lawn areas - 100% 2. Layout system to obtain optimum coverage using manufacturer's standard heads. Spray on walks, walls or paved areas is not acceptable. 3. Zoning shall be designed for optimum use of available pressure and efficient distribution for types of plantings and shapes of planting areas. 4. Design pressures: Install pressure regulating equipment as necessary. 5. Provide/install approved fixed tee or coupling device for air blow winterization. Location shall be on main supply line from main shut off valve. 6. Install approved backflow prevention device in conformance with local or prevailing codes, and in approved site location. Provide for drainage without erosive damage. 1.7 EXTRA EQUIPMENT A. In addition to installed system, furnish owner with the following: 1. Valve operating key and marker key. 2. Wrench for each sprinkler head cover type. 3. Two sprinkler head bodies of each size and type. 4. Two nozzles for each size and type used. B. Store above items safely until Substantial Completion. C. Deliver above items at Substantial Completion. PART 2 - PRODUCTS 2.1 PIPE AND FITTINGS A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, type. Solvent-weld type: 1. Pipe: a. Pressure lines: Schedule 40 solvent weld. b. Lateral lines: Class 200 pvc. c. Sleeving: Class 200 pvc. 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where required at valves, risers, etc. 3. Risers: Lawn and shrub heads - flexible and damage-resistant plastic "polypipe" riser. 4. Solvent: NSF approved solvent for Type I & II PVC. B. Polyethylene Pipe 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s) where drip tubing is not otherwise used. 2. Fittings: Schedule 80 PVC. 3. Clamps: Stainless Steel. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing. 2.2 SPRINKLER HEADS A. Description: Appropriate for application in throw, pressure and discharge. Each type of head shall be of a single manufacturer. 1. Lawn heads: pop-up type. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. 2.3 AUTOMATIC CONTROL SYSTEM A. General; Furnish low voltage system manufactured expressly for control of automatic circuit valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as indicated. B. Control Enclosure: Manufacturer's standard wall mount with locking cover, complying with NFPA 70. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. Including switch for manual or automatic operation of each circuit. D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time of day and skip any day in a 7 or 14 day period. E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer of control unit; type AWG-UF, UL approved. 2.4 VALVING A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, threaded connection with cross type handle designed to receive operating key. B. Automatic circuit valves: high impact plastic with corrosion-resistant internal parts. Low power solenoid control, normally closed, with manual flow adjustment; same manufacturer as control unit. 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber valve if not connected to potable water. 2. Drip Control Zone Kit: Hunter PCZ-101. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone or valve grouping. D. Manual drain valves: 1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type operating handle designed to receive operating key. Calco, Champion 100, or approved equal. 2. Size: 3/4 inch. ---PAGE BREAK--- CON D. OYLE 44C 43 1C PHASE LINE PHASE LINE APN R5455720020 APN S0333336080 APN S0333336070 APN S0333336060 BLOCK 1 N. DEL SOL WAY N. PICTON AVENUE W. NAPIER WAY W. SUMMIT PEAK DRIVE 65 68 67 66 65 64 63 62 61 60 59 58 65 57 56 55 54 53 52 51 50 49 48 47 46 45 17 16 15 14 13 12 10 9 8 7 6 5 1 4 3 11 1 BLOCK 1 BLOCK 1 BLOCK 1 44C 37 38 39 40 41 42 43 1C 35 36 1C PHASE LINE APN S0333336080 APN S033333607 BLOCK 1 N. DEL SOL WA N. P W. SUMMIT PEAK DRIVE 55 54 53 52 51 50 49 48 47 46 45 17 16 15 14 13 12 BLOCK 1 Candau South - PH 2 STAR, ID CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Cal before you dig. Know what's below . R LIGHTING & SIGNAGE PLAN 15 24 NORTH EXISTING CANDAU SOUTH PHASE 1 (NOT A PART) EXISTING CANDAU SOUTH PHASE 1 (NOT A PART) ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- Revised 5/29/08 4/9/2021 Page 1 of 6 CITY OF STAR FINAL PLAT AND CONSTRUCTION DRAWING REVIEW CHECKLIST Subdivision: Moyle Estates No 2. (Cresta Del Sol) Phase: 2 Date: 04/09/2021 Developable Lots: 38 Review No: 1 Developer: Toll Brothers Tel: [PHONE REDACTED] Fax: Email: Engineer: Kimley-Horn and Associates Tel: [PHONE REDACTED] Fax: Email: Property Address: W Beacon Light Rd and N Pollard Ln Reviewed By: Kelsie E.I., Keller Associates Review Check By: Ryan Morgan, P.E., Keller Associates FINAL PLAT REVIEW ITEM OK NEED N/A FINAL PLAT APPLICATION REQUIREMENTS 1 X Submit two copies of final engineering construction drawings showing streets, sidewalk, water, sewer, pressure irrigation, street lighting, landscaping, and other public improvements. 2 X Submit one 8½ x 11 map showing property in relation to floodplain and/or floodway. Provide Floodplain Development Permit Application as required. 3 X Provide copy of the “Preliminary Plat Findings of Fact and Conclusions of Law”. 4 X Landscape plan provided. Confirm consistent with approved preliminary plat. 5 X Verified written legal description. 6 X Letter of credit for outstanding pressure irrigation and landscaping improvements only when weather conditions precludes construction of improvements prior to signature of mylar. ITEM OK NEED N/A FINAL PLAT REVIEW 7 X Public and private easements are shown on plat for open spaces, access drives, drainage facilities, floodway maintenance boundaries, offsite storage areas and connecting piping for detached flood water storage impoundments, existing irrigation ditches, new irrigation ditches or pipelines, bicycle / pedestrian pathways (connectivity to adjacent developments), and irrigation piping. 8 X Right to Farm Act Note on face of plat. ---PAGE BREAK--- Revised 5/29/08 4/9/2021 Page 2 of 6 9 X Note on face of plat: “This subdivision is located within zone AE as shown on the firm panel 125 of 875, Ada County, Idaho and Incorporated Areas. A building permit shall not be issued for any lot that is located within the mapped floodplain until a Flood Plain Development Permit is obtained for the individual lot. Each lot within the mapped floodplain shall require an individual Flood Plain Development Permit.” 10 X 10-foot utility and irrigation easements are shown, or noted, along the front lot lines, rear lot lines, and side lot lines as required. 11 X Note is shown on the final plat: “Minimum building setbacks shall be in accordance with the City of Star applicable zoning and subdivision regulations at the time of issuance of individual building permits or as specifically approved and / or required, or as shown on the this plat.” 12 X Seal of Professional Land Surveyor is displayed, dated, and signed on face of plat. 13 X Water and sewer easements shown on face of plat. (Note to Plan Reviewer: Provide plat to Justin Walker for easement water and sewer easement verification.) 14 X On the signature page of the plat please include the following THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF STAR, ADA COUNTY, IDAHO, ON THIS DAY, , HEREBY APPROVE THIS PLAT.” underneath the APPROVAL OF CITY ENGINEER line, and before the signature line. 15 X “Change of Ownership” document filed with the IDWR to the HOA for all conveyable water rights. CONSTRUCTION DRAWING REVIEW ITEM OK NEED N/A GENERAL 16 X Construction drawings are stamped, signed, & dated by a professional engineer licensed in the State of Idaho. 17 X Natural features map showing all existing site features and 1-foot contour elevations is provided in accordance with the City’s code. 18 X Each sheet has north arrow, graphic scale, date, title block and sheet number. 19 X All profiles are drawn to the same horizontal scale as plan views. 20 X Street lighting plans are provided showing pole locations ---PAGE BREAK--- Revised 5/29/08 4/9/2021 Page 3 of 6 and luminary types. All street lighting shall be in accordance with the current edition of the ISPWC and the City of Star Supplemental Specifications. Provide streetlight at the entrance to the subdivision. ITEM OK NEED N/A FLOODPLAIN DEVELOPMENT PERMIT 21 X Floodplain and floodway boundaries and elevations are shown on the grading plans. 22 X Building finished floor elevations are greater than or equal to 2-feet above the base flood elevation, or verification is provided of flood proofing. 23 X Roadway centerline elevations and manhole and other minor structure rim elevations are 0.5-feet above the base flood elevation. 24 X All buildings are set back a minimum of 50-feet from the floodway boundary line except that when the area of special flood hazard boundary is 50-feet or less from the flood way line, the boundary line shall be the setback line. 25 X Easements and conveyance provisions have been made for connection between the floodway and any detached floodwater storage impoundment. 26 X Calculations are provided and show 48-hour max time period for 100% utilization of detached storage impoundment. ITEM OK NEED N/A GRADING PLAN 27 X Grading plans are provided and are stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 28 X Grading plans show finished, existing, and base flood 1- foot contour elevations. 29 X Drainage facilities and easements are shown. 30 X Plan and profile sheets show proposed and existing utilities (rim elevations, pipe invert elevations, etc.), finished centerline roadway grades, existing grade, and base flood elevations. 31 X Existing irrigation ditches, canals, and easements are shown. 32 X Cut and fill slopes are no steeper that 2H:1V. (Spot checked by City Engineer) 33 X Tops and toes of all cut and fill slopes are set back from property boundary at least 3-feet plus 1/5 the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) 34 X Tops and toes of cut and fill slopes are set back from structures 6-feet plus 1/5 of the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) ---PAGE BREAK--- Revised 5/29/08 4/9/2021 Page 4 of 6 35 X Provisions have been made for erosion control at pipe outfalls, along steep earth slopes, and within drainage ditches. Seepage bed is used. 36 X The vertical datum used for elevations shown on grading and drainage plans is NAVD 88 for all developments that are fully or partially within the floodplain. 37 X Existing and proposed elevations match at property boundaries. ITEM OK NEED N/A DRAINAGE PLAN 38 X Drainage plans are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 39 X Drainage calculations are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 40 X Narrative is provided that describes the proposed method of stormwater retention. 41 X Drainage calculations contain no arithmetic errors. (Spot checked by City Engineer) Common lots and seepage bed areas must be included in the calculations. It also appears that an area on the north east side of the property is not included. Please update. 42 X The design storm, percolation rate, or other design criteria are within accepted limits. (ITD Zone A—IDF Curve; Storage designed for 100 year storm; Primary conveyance designed for 25-year storm) 43 X Peak discharge rate and velocity through sand and grease traps calculated and are less than 0.5 ft/sec. 44 X Section view of drainage facility provided. 45 X Able to determine drainage directions from information given. 46 X Drainage facilities do not conflict with other utilities. (Spot check by City Engineer) 47 X Provision for conveyance or disposal of roof drainage provided for commercial developments. 48 X Building finished floor elevation shown is above possible max water surface elevation and 2-feet above base flood elevation. 49 X Storm water pretreatment provided. BMP facilities are designed in conformance with the “State of Idaho Catalog of Stormwater Best Management Practices”. 50 X 5-foot setback from property line maintained for drainage facilities. 51 X Drainage basin / pond dimensions listed or noted. 52 X Drainage facilities drawn to scale on grading and drainage plan. ---PAGE BREAK--- Revised 5/29/08 4/9/2021 Page 5 of 6 53 X Drain rock, ASTM C33 sand, or pond liner specified. 54 X 3-foot separation from bottom of drainage facility to maximum seasonal high groundwater elevation shown on detail. 55 X Vegetative cover shown over biofiltration facilities. 56 X Appropriate license agreements have been executed and are provided for offsite discharge of storm water. ITEM OK NEED N/A GRAVITY IRRIGATION 57 X Plan approval letter is provided from the appropriate irrigation district. ITEM OK NEED N/A PRESSURE IRRIGATION 58 X Plans for a pressure irrigation system are provided (Required only if development contains more than four lots). 59 X The pressure irrigation system is not connected to the potable water system. This system doesn’t appear to connect to an existing system, please clarify. 60 X Design provides a minimum of 15 gpm @ 45 PSI to each destination point. 61 X Easements are provided for all pressure irrigation piping. (Note on face of plat). 62 X Main line distribution piping is 3-inches in diameter or greater. 63 X Provisions are made for diversion and flow measurement from a gravity irrigation source ditch. 64 X Applicant provided verification with a signed contract indicating written assurance that provisions have been made for ownership, operation, and maintenance of the irrigation system. 65 X Provide written verification and plan approval from Star Sewer and Water District if potable water is planned to be used as a secondary irrigation source. 66 X Provided verification that water rights will be transferred to the association managing entity. 67 X If pressure irrigation will not be available to each lot at all times, provide rotation schedule for irrigation system usage identifying times and days that pressure irrigation will be available to each lot. ITEM OK NEED N/A RE-SUBMITTAL REQUIREMENTS* 68 X Return one revised plan set in pdf format with the redlined set for review and/or approval to Keller Associates. Unbound or un-collated plan sets will not be accepted. 69 X Provide a response letter, referencing the City of Star, with the revised plan set that highlights what actions ---PAGE BREAK--- Revised 5/29/08 4/9/2021 Page 6 of 6 were taken to correct any outstanding items. *All re-submittals should be returned to the City of Star for re-review. Notes: Additional Final Plat Comments:  Additional Construction Drawing Comments:  ---PAGE BREAK--- ---PAGE BREAK--- May 14, 2021 By e-mail: [EMAIL REDACTED] City of Star P.O. Box 130 Star, Idaho 83669 Subject: Cresta Del Sol Subdivision Final Plat Phase 2, FP-21-11 Mr. Nickel: Thank you for the opportunity to respond to your request for comment. While DEQ does not review projects on a project-specific basis, we attempt to provide the best review of the information provided. DEQ encourages agencies to review and utilize the Idaho Environmental Guide to assist in addressing project-specific conditions that may apply. This guide can be found at: deq.idaho.gov/assistance- resources/environmental-guide-for-local-govts. The following information does not cover every aspect of this project; however, we have the following general comments to use as appropriate: 1. AIR QUALITY • Please review IDAPA 58.01.01 for all rules on Air Quality, especially those regarding fugitive dust (58.01.01.651), trade waste burning (58.01.01.600-617), and odor control plans (58.01.01.776). • All property owners, developers, and their contractor(s) must ensure that reasonable controls to prevent fugitive dust from becoming airborne are utilized during all phases of construction activities per IDAPA 58.01.01.651. • DEQ recommends the city/county require the development and submittal of a dust prevention and control plan for all construction projects prior to final plat approval. Dust prevention and control plans incorporate appropriate best management practices to control fugitive dust that may be generated at sites. • Citizen complaints received by DEQ regarding fugitive dust from development and construction activities approved by cities or counties will be referred to the city/county to address under their ordinances. Brad Little, Governor Jess Byrne, Director 1445 N Orchard Street, Boise, ID 83706 (208) 373-0550 ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 2 • Per IDAPA 58.01.01.600-617, the open burning of any construction waste is prohibited. The property owner, developer, and their contractor(s) are responsible for ensuring no prohibited open burning occurs during construction. • For questions, contact David Luft, Air Quality Manager, at (208) 373-0550. 2. WASTEWATER AND RECYCLED WATER • DEQ recommends verifying that there is adequate sewer to serve this project prior to approval. Please contact the sewer provider for a capacity statement, declining balance report, and willingness to serve this project. • IDAPA 58.01.16 and IDAPA 58.01.17 are the sections of Idaho rules regarding wastewater and recycled water. Please review these rules to determine whether this or future projects will require DEQ approval. IDAPA 58.01.03 is the section of Idaho rules regarding subsurface disposal of wastewater. Please review this rule to determine whether this or future projects will require permitting by the district health department. • All projects for construction or modification of wastewater systems require preconstruction approval. Recycled water projects and subsurface disposal projects require separate permits as well. • DEQ recommends that projects be served by existing approved wastewater collection systems or a centralized community wastewater system whenever possible. Please contact DEQ to discuss potential for development of a community treatment system along with best management practices for communities to protect ground water. • DEQ recommends that cities and counties develop and use a comprehensive land use management plan, which includes the impacts of present and future wastewater management in this area. Please schedule a meeting with DEQ for further discussion and recommendations for plan development and implementation. For questions, contact Valerie Greear, Water Quality Engineering Manager at (208) 373-0550. 3. DRINKING WATER • DEQ recommends verifying that there is adequate water to serve this project prior to approval. Please contact the water provider for a capacity statement, declining balance report, and willingness to serve this project. • IDAPA 58.01.08 is the section of Idaho rules regarding public drinking water systems. Please review these rules to determine whether this or future projects will require DEQ approval. • All projects for construction or modification of public drinking water systems require preconstruction approval. • DEQ recommends verifying if the current and/or proposed drinking water system is a regulated public drinking water system (refer to the DEQ website at: deq.idaho.gov/water- quality/drinking-water.aspx). For non-regulated systems, DEQ recommends annual testing for total coliform bacteria, nitrate, and nitrite. ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 3 • If any private wells will be included in this project, we recommend that they be tested for total coliform bacteria, nitrate, and nitrite prior to use and retested annually thereafter. • DEQ recommends using an existing drinking water system whenever possible or construction of a new community drinking water system. Please contact DEQ to discuss this project and to explore options to both best serve the future residents of this development and provide for protection of ground water resources. • DEQ recommends cities and counties develop and use a comprehensive land use management plan which addresses the present and future needs of this area for adequate, safe, and sustainable drinking water. Please schedule a meeting with DEQ for further discussion and recommendations for plan development and implementation. For questions, contact Valerie Greear, Water Quality Engineering Manager at (208) 373-0550. 4. SURFACE WATER • Please contact DEQ to determine whether this project will require a National Pollution Discharge Elimination System (NPDES) Permit. A Construction General Permit from EPA may be required if this project will disturb one or more acres of land, or will disturb less than one acre of land but are part of a common plan of development or sale that will ultimately disturb one or more acres of land. • If this project is near a source of surface water, DEQ requests that projects incorporate construction best management practices (BMPs) to assist in the protection of Idaho’s water resources. Additionally, please contact DEQ to identify BMP alternatives and to determine whether this project is in an area with Total Maximum Daily Load stormwater permit conditions. • The Idaho Stream Channel Protection Act requires a permit for most stream channel alterations. Please contact the Idaho Department of Water Resources (IDWR), Western Regional Office, at 2735 Airport Way, Boise, or call (208) 334-2190 for more information. Information is also available on the IDWR website at: channel-alteration-permits.html • The Federal Clean Water Act requires a permit for filling or dredging in waters of the United States. Please contact the US Army Corps of Engineers, Boise Field Office, at 10095 Emerald Street, Boise, or call [PHONE REDACTED] for more information regarding permits. For questions, contact Lance Holloway, Surface Water Manager, at (208) 373-0550. 5. SOLID WASTE, HAZARDOUS WASTE AND GROUND WATER CONTAMINATION • Solid Waste. No trash or other solid waste shall be buried, burned, or otherwise disposed of at the project site. These disposal methods are regulated by various state regulations including Idaho’s Solid Waste Management Regulations and Standards (IDAPA 58.01.06), Rules and Regulations for Hazardous Waste (IDAPA 58.01.05), and Rules and Regulations for the Prevention of Air Pollution (IDAPA 58.01.01). Inert and other approved materials are also defined in the Solid Waste Management Regulations and Standards ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 4 • Hazardous Waste. The types and number of requirements that must be complied with under the federal Resource Conservations and Recovery Act (RCRA) and the Idaho Rules and Standards for Hazardous Waste (IDAPA 58.01.05) are based on the quantity and type of waste generated. Every business in Idaho is required to track the volume of waste generated, determine whether each type of waste is hazardous, and ensure that all wastes are properly disposed of according to federal, state, and local requirements. • Water Quality Standards. Site activities must comply with the Idaho Water Quality Standards (IDAPA 58.01.02) regarding hazardous and deleterious-materials storage, disposal, or accumulation adjacent to or in the immediate vicinity of state waters (IDAPA 58.01.02.800); and the cleanup and reporting of oil-filled electrical equipment (IDAPA 58.01.02.849); hazardous materials (IDAPA 58.01.02.850); and used-oil and petroleum releases (IDAPA 58.01.02.851 and 852). Petroleum releases must be reported to DEQ in accordance with IDAPA 58.01.02.851.01 and 04. Hazardous material releases to state waters, or to land such that there is likelihood that it will enter state waters, must be reported to DEQ in accordance with IDAPA 58.01.02.850. • Ground Water Contamination. DEQ requests that this project comply with Idaho’s Ground Water Quality Rules (IDAPA 58.01.11), which states that “No person shall cause or allow the release, spilling, leaking, emission, discharge, escape, leaching, or disposal of a contaminant into the environment in a manner that causes a ground water quality standard to be exceeded, injures a beneficial use of ground water, or is not in accordance with a permit, consent order or applicable best management practice, best available method or best practical method.” For questions, contact Albert Crawshaw, Waste & Remediation Manager, at (208) 373-0550. 6. ADDITIONAL NOTES • If an underground storage tank (UST) or an aboveground storage tank (AST) is identified at the site, the site should be evaluated to determine whether the UST is regulated by DEQ. EPA regulates ASTs. UST and AST sites should be assessed to determine whether there is potential soil and ground water contamination. Please call DEQ at (208) 373-0550, or visit the DEQ website deq.idaho.gov/waste-mgmt-remediation/storage-tanks.aspx for assistance. • If applicable to this project, DEQ recommends that BMPs be implemented for any of the following conditions: wash water from cleaning vehicles, fertilizers and pesticides, animal facilities, composted waste, and ponds. Please contact DEQ for more information on any of these conditions. ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 5 We look forward to working with you in a proactive manner to address potential environmental impacts that may be within our regulatory authority. If you have any questions, please contact me, or any of our technical staff at (208) 373-0550. Sincerely, Aaron Scheff Regional Administrator DEQ-Boise Regional Office EDMS#: 2021AEK86 ---PAGE BREAK--- File # FP-21-12 Page 1 Moon Valley Subdivision Final Plat – Phase 4 CITY OF STAR LAND USE STAFF REPORT TO: Mayor & Council FROM: Ryan B. Field, Asst. City Planner MEETING DATE: June 1, 2021 FILE(S) FP-21-12 Final Plat, Moon Valley Subdivision Phase 4 REQUEST The Applicant is requesting approval of the Final Plat for Moon Valley Subdivision Phase 4 which is approximately 24.89 acres and includes a total of 37 residential lots and 4 common lots. The property is zoned Mixed Use (MU-DA). The subject property is located at 7575 W. Moon Valley Road in Star, Idaho. Ada County Parcel No. S0415233664. APPLICANT/OWNER/REPRESENTATIVE REPRESENTATIVE APPLICANT Wendy Shrief M-3 ID Moon Valley, LLC JUB Engineers 1087 W. River Street Suite 310 250 S. Beechwood Ave Ste 201 Boise, ID 83702 Boise, Idaho 83709 PROPERTY INFORMATION Land Use Designation - Mixed Use (M-U) Acres - 24.89 Residential Lots - 37 Common Lots - 4 Commercial - 0 HISTORY The property was annexed into the City of Star and zoned Commercial (C1), Mixed Use (MU), Limited Office (LO) and Residential (R2) all with a development agreement on July 7, 2009. On April 16, 2019, the Council approved a Comprehensive Plan Map Amendment to Mixed Use, a ---PAGE BREAK--- File # FP-21-12 Page 2 Moon Valley Subdivision Final Plat – Phase 4 Rezone to Mixed Use (MU), a Development Agreement Modification to allow waivers to the design standards of the Unified Development Code, a Conditional Use Permit to allow residential uses in the Mixed-Use zone and limited gravel crushing as part of the creation of the pond amenities, and approval of a Preliminary Plat for Moon Valley Subdivision. On November 19, 2019, City Council approved Phase 1 of Moon Valley Subdivision. On March 17, 2020, City Council approved Phase 2 of Moon Valley Subdivision. On June 16, 2020, City Council approved a Preliminary Plat for Moon Valley Commons Subdivision, modifying portions of the original Preliminary Plat and adding additional area. On December 1, 2020, City Council approved the Final Plat (FP-20-21) Phase 3 of Moon Valley Subdivision. GENERAL DISCUSSION The Final Plat layout for Phase 4 complies with the approved Preliminary Plat of Moon Valley Commons and the original revised Moon Valley Subdivision. This subdivision is located in a special flood hazard zone per FEMA FIRM panel #16027C0300f and 16601C0140 H. Base flood elevation in AE zone is 2496-2493 All floodway issues and permits shall be completed prior to signature of the final plat. Specific setbacks, as discussed and agreed upon by staff and the applicant, and as approved by the City Council in the Development Agreement to include the following: Single Family Residential Setbacks. Notwithstanding anything in the Development Agreement or in Star City Code to the contrary, the setbacks for single-family residential lots within any of the real property encumbered by the Development Agreement shall be, as follows: Residential Setbacks Less than 5,000 SF, Multi-Family, or Attached Front N/A Rear N/A Side N/A Street Side N/A ---PAGE BREAK--- File # FP-21-12 Page 3 Moon Valley Subdivision Final Plat – Phase 4 Cluster Lot Setback (4 lot cluster on shared driveway) Front (to street) 10 feet Rear 10 feet Side (interior) 5 feet To Common Drive 3 feet 5,000 SF - 12,000 SF Front 10 feet to living or side load garage, 20 feet to garage door Rear 20 feet Side 5 feet Street Side 12 feet Greater than 12,000 SF Front 15 feet to living or side load garage, 25 feet to garage door Rear 30 feet Side 5 feet single story/ 7.5 feet if 2 story element is more than 50% of side Street Side 15 feet Staff Reviewed Comments from the Preliminary Plat Approval/Findings of Fact: The Preliminary Plat consists of 267 single family residential lots, 22 common lots, 8 driveway lots and one private road lot. The common area is approximately 62.15 acres or 42.8% of the overall property. Lot sizes range from the smallest at 5,454 sq. ft. to the largest at 34,727 sq. ft., with the average lot size at 10,202 square feet, creating a density of 1.84 dwelling units per acre. The main access point for this development will come from one main access from W. Moon Valley Road at S. Blue Moon Avenue. There are two emergency access roads planned, one to the west of the property and one on the eastern side of the property. • Private Streets All private streets shall be built to ACHD roadway standards and shall be constructed to a minimum of 33 feet of improved width. ---PAGE BREAK--- File # FP-21-12 Page 4 Moon Valley Subdivision Final Plat – Phase 4 • Blocks exceeding 500’ The Applicant has received a waiver of the block length requirement for this development. • Sidewalks Sidewalks are proposed at five-foot widths and will be detached throughout the development. • Lighting Streetlights shall reflect the “Dark Sky” criteria with all lighting. The same streetlight design shall continue throughout the entire development. • Street Names Street names will be approved by the Ada Street Naming Committee prior to signature of final plat. • Mailbox Clusters The City of Eagle, Idaho Postmaster has provided approval for the mail clusters in a previous phase. • The Council voted unanimously to approve the Comprehensive Plan Map Amendment to Mixed Use, the Rezone to Mixed Use (MU), the Development Agreement Modification to allow waivers to the design standards of the Unified Development Code, the Conditional Use Permit to allow residential uses in the Mixed Use zone and limited gravel crushing as part of the creation of the pond amenities, and approval of the Preliminary Plat for Moon Valley Subdivision on June 4, 2019. o Site Specific Conditions of Approval included the following: 1. The applicant shall provide public access to the greenbelt from Highway 44 to the river by means of a permanent access easement. The easement(s) shall be recorded and provided to the City prior to approval of the final plat. 2. The applicant shall tile the irrigation ditch along Moon Valley Road, with the HOA being responsible for the maintenance of the ditch. 3. Street lights shall be of a design intended to direct lighting downward and protect the dark sky. 4. All private streets shall be built to ACHD roadway standards and shall be constructed to a minimum of 33 feet of improved width. Staff analysis of Final Plat Submittal: Common/Open Space and Amenities – The open space and amenities for the subdivision that are included in Phase 4 include landscaped common areas, lakes, pathways and tree lined landscape strips between the detached sidewalks. ---PAGE BREAK--- File # FP-21-12 Page 5 Moon Valley Subdivision Final Plat – Phase 4 Landscaping - As required by the Unified Development Code, Chapter 4, Section B-7-C-3 Street Trees; the minimum density of one tree per thirty-five (35) linear feet is required within the landscape strips of the detached sidewalks. The applicant shall use “Tree Selection Guide for Streets and Landscapes throughout Idaho”, as adopted by the Unified Development Code. Streetlights – Streetlight plan/design specifications were submitted a part of Phase 1 final plat approval. Streetlights should be consistent throughout the development. PUBLIC NOTIFICATIONS Notifications of this application were sent to agencies having jurisdiction on May 5, 2021. April 27, 2021 Keller Associates Checklist with Conditions May 14, 2021 DEQ Standard Review Letter May 12, 2021 Central District Health Standard Review Letter May 26, 2021 IDWR Flood Review FINDINGS The Council may approve, conditionally approve, deny or table this request. In order to approve this Final Plat, the Unified Development Code requires that Council must find the following: A. The Plat is in conformance with the Comprehensive Plan. The Council finds that this subdivision upon Preliminary Plat approval was in conformance with the Comprehensive Plan; no changes have been made to change this status. B. Public services are available or can be made available and are adequate to accommodate the proposed development. Council finds that all public services are available and able to accommodate this development. C. There is public financial capability of supporting services for the proposed development. Council knows of no financial hardship that would prevent services from being provided. D. The development will not be detrimental to the public health, safety or general welfare; and, Council finds no facts to support that this subdivision phase will be detrimental to the public health, safety or general welfare. E. The development preserves significant natural, scenic or historic features. Council finds that existing conditions have not substantially changed from the approved Preliminary Plat of this subdivision. CONDITIONS OF APPROVAL ---PAGE BREAK--- File # FP-21-12 Page 6 Moon Valley Subdivision Final Plat – Phase 4 1. The final plat for Moon Valley Subdivision shall comply with all statutory requirements of applicable agencies and districts having jurisdiction in the City of Star. 2. Prior to construction in any Floodplain or Floodway area the applicant shall meet all requirements of the City Flood Administrator, IDWR and FEMA regarding approval of CLOMR, Hydrology Analysis and No-Rise Certifications. 3. Applicant/Owner shall install conduit in the shared utility trench to be used for fiber at a later date. The conduit shall be a minimum of 2-inch diameter or larger to accommodate the needs of the development. 4. All approvals relating to floodplain/floodway issues and requirements shall be completed and approved by the City Flood Administrator prior to signature of the final plat. 5. As built plans for pressurized irrigation systems shall be submitted to the City of Star prior to signature of the final plat. 6. Applicant shall provide the City with two full size and two 11”x17” copy of the signed recorded final plat with all signatures, prior to any building permits being issued. 7. Mylar’s/final plats must include the statement supporting the “Right to Farm Act” as per Idaho Code Title 22, Chapter 45. 8. Development standards for single family residential units shall comply with effective building and zoning requirements at time of building permit issuance, or as approved through the Development Agreement or as stated herein. 9. The mylar/final plat shall be signed by the owner, Surveyor, Central District Health, ACHD and City Engineer, prior to being delivered to the City of Star for City Clerk’s signature. 10. A copy of signed irrigation agreements shall be submitted to the City prior to signature of the final plat. 11. All common areas shall be maintained by the Homeowners Association. 12. Streetlights shall be continuous throughout the subdivision and shall be maintained by the Homeowners Association. Streetlights shall be installed prior to any building occupancy. Design shall follow Code with requirements for light trespass and “Dark Skies” lighting. 13. Street trees shall be installed per Unified Development Code Standards for Street Trees. 14. A form signed by the Star Sewer & Water District shall be submitted to the City prior to signature of the final stating that all conditions have been met. 15. The applicant shall provide a sign, to be located at all construction entrances, indicating the rules for all contractors that will be working on the property starting at grading and running through home sales that addresses items including but not limited to dust, music, dogs, starting/stopping hours for contractors (7a.m. start time). Sign shall be approved by the City prior to start of construction. 16. A copy of the recorded CC&R’s shall be submitted to the City of Star prior to any building permits being issued. 17. Prior to signature of the final plat, a signed Irrigation District Agreement with the Irrigation Districts shall be provided to the City of Star. This requirement shall be with each subsequent Final Plat application. 18. Prior to signature of the final plat, written approval from Boise River Flood Control District #10 shall be provided to the City stating that recordation of necessary maintenance and access easements have been completed, if applicable. ---PAGE BREAK--- File # FP-21-12 Page 7 Moon Valley Subdivision Final Plat – Phase 4 19. The property associated with this approved Final Plat, in addition to the property of all future phases shall be satisfactorily weed abated at all times, preventing a public nuisance, per Star City Code Chapter 3, Section 3-1-1 through 3-1-7. 20. A sign application is required for any subdivision sign. 21. Any additional Condition of Approval as required by Staff and City Council. COUNCIL DECISION The Star City Council File # FP-21-12 Moon Valley Subdivision, Final Plat, Phase 4 on 2021. ---PAGE BREAK--- REUSE OF DRAWINGS J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B. REVISION DESCRIPTION NO. APR. DATE BY SHEET JUB PROJ. DESIGN BY: DRAWN BY: CHECKED BY: FILE: LAST UPDATED: MV 4 VICINITY 3/9/2021 Plot Date:3/9/2021 6:33 AM Plotted By: Everett Earnest Date Created:3/9/2021 \\JUB.COM\CENTRAL\CLIENTS\ID\M3\PROJECTS\10-20-133_MOONVALLEYSUBPH4\DESIGN\CAD\EXHIBITS\MV 4 VICINITY.DWG J-U-B ENGINEERS, INC. J-U-B ENGINEERS, INC. MOON VALLEY SUBDIVISION NO. 4 STAR, IDAHO VICINITY MAP 1 10-19-020 N 0 SCALE IN FEET 250 500 ---PAGE BREAK--- ---PAGE BREAK--- Legend J-U-B ENGINEERS, INC. 2760 W. Excursion Ln., Suite 400, Meridian, ID 83642 p [PHONE REDACTED] w www.jub.com N 0 100 200 Scale in Feet N SHEET 2 SHEET 3 SHEET 4 SHEET 5 NOT FOR RECORDATION 16642 ---PAGE BREAK--- J-U-B ENGINEERS, INC. 2760 W. Excursion Ln., Suite 400, Meridian, ID 83642 p [PHONE REDACTED] w www.jub.com N 0 30 60 Scale in Feet N SHEET 2 SHEET 3 SHEET 4 SHEET 5 NOT FOR RECORDATION 16642 ---PAGE BREAK--- J-U-B ENGINEERS, INC. 2760 W. Excursion Ln., Suite 400, Meridian, ID 83642 p [PHONE REDACTED] w www.jub.com N 0 30 60 Scale in Feet N SHEET 2 SHEET 3 SHEET 4 SHEET 5 NOT FOR RECORDATION 16642 ---PAGE BREAK--- J-U-B ENGINEERS, INC. 2760 W. Excursion Ln., Suite 400, Meridian, ID 83642 p [PHONE REDACTED] w www.jub.com N 0 30 60 Scale in Feet N SHEET 2 SHEET 3 SHEET 4 SHEET 5 NOT FOR RECORDATION 16642 ---PAGE BREAK--- J-U-B ENGINEERS, INC. 2760 W. Excursion Ln., Suite 400, Meridian, ID 83642 p [PHONE REDACTED] w www.jub.com N 0 30 60 Scale in Feet NOT FOR RECORDATION N SHEET 2 SHEET 3 SHEET 4 SHEET 5 16642 ---PAGE BREAK--- J-U-B ENGINEERS, INC. 2760 W. Excursion Ln., Suite 400, Meridian, ID 83642 p [PHONE REDACTED] w www.jub.com Easement Notes Notes NOT FOR RECORDATION 16642 Reference Documents ---PAGE BREAK--- J-U-B ENGINEERS, INC. 2760 W. Excursion Ln., Suite 400, Meridian, ID 83642 p [PHONE REDACTED] w www.jub.com Certificate of Owners ” ” ” ” ” ” ” ” Certificate of Surveyor NOT FOR RECORDATION 16642 Acknowledgment ---PAGE BREAK--- J-U-B ENGINEERS, INC. 2760 W. Excursion Ln., Suite 400, Meridian, ID 83642 p [PHONE REDACTED] w www.jub.com County Recorder's Certificate Certificate of County Surveyor Certificate of County Treasurer Approval of Ada County Highway District Approval of Central District Health Approval of City Council Approval of City Engineer NOT FOR RECORDATION 16642 ---PAGE BREAK--- SS SS SS SS SS SS SS SS SS SS SS W S S S S S S S S S S W W W W W W W W W W S SS W SS W SS W SS W W S PIRR PIRR PIRR PIRR PIRR PIRR PIRR 13947± Lot 253 Block 1 13976± Lot 254 Block 1 11277± Lot 263 Block 1 10163± Lot 264 Block 1 10162± Lot 265 Block 1 11483± Lot 266 Block 1 8779± Lot 267 Block 1 10374± Lot 268 Block 1 8619± Lot 270 Block 1 8129± Lot 271 Block 1 6525± Lot 272 Block 1 8091± Lot 273 Block 1 8348± Lot 274 Block 1 10238± Lot 251 Block 1 10238± Lot 250 Block 1 13180± Lot 244 Block 1 9788± Lot 243 Block 1 10149± Lot 242 Block 1 8091± Lot 241 Block 1 9928± Lot 240 Block 1 11469± Lot 239 Block 1 7021± Lot 237 Block 1 6625± Lot 236 Block 1 8211± Lot 235 Block 1 14557± Lot 255 Block 1 12321± Lot 256 Block 1 15004± Lot 257 Block 1 11911± Lot 258 Block 1 10386± Lot 259 Block 1 10732± Lot 260 Block 1 10867± Lot 261 Block 1 16001± Lot 262 Block 1 9749± Lot 245 Block 1 10439± Lot 246 Block 1 10204± Lot 247 Block 1 13129± Lot 248 Block 1 10572± Lot 249 Block 1 P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L SS SS SS SS SS SS SS SS SS SS SS SD SD SD SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP SS SS W SS SS W W PIRR PIRR PIRR PIRR PIRR PIRR PIRR R PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR R PIRR PIRR IRR IRR IRR SD SD IRR IRR SD SD IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR PIRR PIRR PIRR IRR IRR IRR IRR IRR IRR SD EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG X X X X X X X X X X X EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG SS SS SS SS SS IRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L EG EG EG EG EG EG EG EG EG EG EG EG EG EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP IRR EG EG EG EG EG EG EG EG EG EG EG EG EG S S S S D D D D S IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR EG EG EG EG EG EG EG EG EG IRR IRR IRR IRR IRR IRR IRR IRR L0.0 As Shown Overall Landscape Plan 0' Scale: 300' 200' 100' 1" = 100'-0" revisions: project scale: issued for: drawn by: date: drawing: sheet # of C Copyright 2013 by Greey I Pickett Professional Corp. f p s c o t t s d a l e , a r i z o n a 8 5 2 5 1 4 8 0 . 6 0 9 . 0 0 068 g i n e d s y i t n u T E T m e co P C I t c u r i h e t R E E Y m K a r p a c e G n d la s 7 1 4 4 e s t e t s o n d r i v e, s u i t e 2 0 5 c 4 8 0 . 6 0 9 . 0 0 0 9 MOON VALLEY SUBDIVISION NO. 4 Landscape Construction Documents STAR, IDAHO MTC069 REVIEW TEAM 02-11-2021 12 02-11-2021 s T A T E 0 F I D A H 0 LA - 16653 * * R U S S E L L G R E E Y L I C E N S E D L A N D S C A P E A R C H I T E C T 1 MOON VALLEY SUBDIVISION NO. 4 - LANDSCAPE PLANS LANDSCAPE PLANS FOR MOON VALLEY SUBDIVISION NO. 4 CITY OF STAR, IDAHO 2021 L A N D S C A P E A R C H I T E C T Landscape Architecture I Community Design 7144 E. Stetson Drive, Suite 205 (480) 609-0009 Fax: (480) 609-0068 Scottsdale, Arizona 85251 Greey I Pickett C I V I L E N G I N E E R S (208) 376-7330 Fax: [PHONE REDACTED] 1087 W. River Street J-U-B ENGINEERS, INC. 250 S. Beechwood Ave. Suite 201 Boise, ID 83709-0944 Boise, Idaho 83702 M3 COMPANIES D E V E L O P E R (208) 939-6263 Fax: [PHONE REDACTED] Suite 310 S H E E T I N D E X Cover Sheet General Notes/Material Schedule Overall Landscape Sheet Planting Plans Planting Details Planting Specifications L0.0 L0.1 L3.0 L3.1-L3.7 L7.1 L8.1 ---PAGE BREAK--- L0.1 NTS General Notes PLANTING GENERAL NOTES: 1. THE CONTRACTOR SHALL REVIEW PLANTING PLANS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVES THE RIGHT TO REFUSE ANY PLANT MATERIALS HE DEEMS UNACCEPTABLE. SEE SPECIFICATIONS. 3. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL PLANT MATERIAL AS SPECIFIED ON THE PLANTING PLANS. HOWEVER, SHOULD THE PLANT MATERIAL BE TEMPORARILY UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND INSTALL 3 GALLON NURSERY BUCKETS WITH IRRIGATION AT EACH PLANT LOCATION. AS THE PLANT MATERIAL BECOMES AVAILABLE, THE 3 GALLON BUCKETS SHALL BE REMOVED AND PLANT MATERIAL INSTALLED. 4. ANY AND ALL SUBSTITUTIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 5. LOCATE PLANTS AWAY FROM SPRINKLER HEADS, LIGHT FIXTURES AND OTHER OBSTRUCTIONS. 6. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 7. PLANTING AND IRRIGATION DESIGN MAY BE MODIFIED TO ADAPT TO WALK CONFIGURATIONS THAT DIFFER FROM THESE PLANS, OR BECAUSE OF GRADE LIMITATIONS ON SITE. 8. WATER TEST ALL TREE PLANTING HOLES PRIOR TO PLANTING. IF TREE HOLE DOES NOT DRAIN, DO NOT PLANT. 9. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT SHOWN ON DRAWINGS. 10. TREES SHALL BE PLANTED A MINIMUM OF 10'-0" FROM STREET LIGHTS/SEEPAGE BEDS/IDAHO POWER APPURTENANCES/ FIRE HYDRANTS, 6'-0" FROM EDGE OF UNDERGROUND PIPELINES AND A MINIMUM OF 4'-0" FROM WALKS, CURBS AND WALLS. SHRUBS SHALL BE PLANTED A MINIMUM OF 2'-0" FROM CURB AND WALKS. 11. ALL SPECIMEN TREES, SHRUBS AND GROUNDCOVER SHALL BE FIELD LOCATED BY LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 12. THE CONTRACTOR SHALL INSTALL "SHAWTOWN ROOT BARRIER PANELS" (OR APPROVED EQUAL) AT ALL TREES WITHIN 7'-0" FEET OF HARDSCAPE ELEMENTS INCLUDING (BUT NOT LIMITED TO) SIDEWALKS, ASPHALT, CONCRETE SLABS / FOOTINGS AND STRUCTURES. CONTRACTOR SHALL SUBMIT SPECIFICATION SHEETS OF PROPOSED ROOT BARRIER PANELS TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION, IF APPLICABLE. 13. ON-SITE AND OFF-SITE TOPSOIL SHALL CONFORM TO CONTENT REQUIREMENTS AS SPECIFIED IN PART 2 OF THE PLANTING SPECIFICATIONS. AGRONOMY TEST SUBMITTALS ARE REQUIRED FOR ALL MATERIAL USED FOR TOPSOIL AND BACKFILL. SUBMIT REPORT TO LANDSCAPE ARCHITECT FOR REVIEW. 14. ALL PLANT MATERIAL SHALL BE IN COMPLIANCE WITH THE AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. 15. THE CONTRACTOR SHALL PROVIDE MAINTENANCE FOR ALL PLANT MATERIAL FROM THE TIME OF INSTALLATION THROUGH SUBSTANTIAL COMPLETION AND 90 DAY MAINTENANCE AFTER SUBSTANTIAL COMPLETION PRIOR TO TURNOVER TO HOME OWNER'S ASSOCIATION (HOA). 16. PLANT MATERIAL MARKED 'SALVAGE' SHALL BE SELECTED FROM ON-SITE SALVAGE INVENTORY. ALL MATERIAL SELECTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE. 17. ALL PLANTER BEDS SHALL BE TREATED WITH PRE-EMERGENT AS PER MANUFACTURER'S INSTRUCTIONS. RE-APPLY AS NECESSARY TO ELIMINATE INVASIVE WEEDS. REMOVE ALL DEAD DEBRIS. 18. ALL TREE STAKING SHALL CONFORM TO THE PLANTING DETAILS OR AS NOTED IN THE SPECIFICATIONS. THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL REVIEW TYPICAL TREE STAKING PRIOR TO FINAL ACCEPTANCE. 1. THESE CONSTRUCTION DOCUMENTS, INCLUDING ALL PLANS, NOTES, DETAILS AND SPECIFICATIONS ARE INTENDED TO FACILITATE THE INSTALLATION CONTRACTOR BY PROVIDING GENERAL GUIDELINES FOR DESIGN INTENT. IT IS THE GOAL OF THE DOCUMENTS THAT THE WORK IS TO BE COMPLETED WITHOUT CHANGE ORDERS. ALL QUANTITIES SHOWN IN THE DOCUMENTS ARE ESTIMATES ONLY AND ARE NOT GUARANTEED; THE CONTRACTOR SHALL SUPPLY ALL MATERIALS, LABOR AND EQUIPMENT IN ORDER TO FULFILL THE INTENT OF THE DESIGN DRAWINGS. 2. INTERPRETATION OF THE PLANS AND SPECIFICATIONS SHALL BE MADE BY THE "AUTHOR" OR "ARCHITECT/ENGINEER-OF-RECORD" OF THE RESPECTIVE DOCUMENT AND SHALL BE CONSIDERED FINAL. ANY POSSIBLE AMBIGUITY SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR PRIOR TO SUBMITTING FORMAL BIDS. ALL CLARIFICATIONS SHALL BE PREPARED IN WRITING BY THE "ARCHITECT/ENGINEER-OF-RECORD" PRIOR TO BIDDING. THE CONTRACTOR SHALL ACCEPT THE INTERPRETATION OF THE "ARCHITECT/ENGINEER-OF-RECORD" AS THE CORRECT AND FINAL INTERPRETATION. 3. ANY INCIDENTAL INSTALLATION PROCEDURE, MATERIAL OR EQUIPMENT, NOT MENTIONED IN THESE CONSTRUCTION DOCUMENTS, THE SPECIFICATIONS NOR SHOWN ON THE PLANS, WHICH MAY BE NECESSARY FOR COMPLETION AND SATISFACTORY OPERATION OF THE DESIGN SYSTEM SHALL BE FURNISHED AND INSTALLED (AS BASED ON INDUSTRY STANDARDS) AS THOUGH SHOWN OR PROVIDED FOR. 4. EXISTING CONDITIONS AND BASE INFORMATION ARE BASED ON PLANS PREPARED BY: MASON STANFIELD AND JUB ENGINEERS, INC. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATIONS OF EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT WITH THE WORK TO BE DONE. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD A CONFLICT ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND SHALL NOTIFY ALL UTILITY COMPANIES WITH UTILITIES ON SITE PRIOR TO THE CONSTRUCTION OF THE PROJECT. 6. FOR UNDERGROUND UTILITY COORDINATION AND 48 HOURS PRIOR TO START OF CONSTRUCTION (DEPENDING ON AREA OR JURISDICTION), THE CONTRACTOR SHALL CONTACT: A) UTILITY DIG LINE SERVICE OF IDAHO 1-[PHONE REDACTED] B) UNDERGROUND SERVICES ALERT (USA) 1-[PHONE REDACTED] C) OVERHEAD UTILITIES 7. THESE NOTES ARE TO BE USED FOR GENERAL REFERENCE IN CONJUNCTION WITH AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, APPROVED ADDENDUMS, AND THE CHANGE ORDERS AS ASSOCIATED WITH THESE CONSTRUCTION DOCUMENTS. 8. SHOULD THE CONTRACTOR HAVE ANY QUESTIONS REGARDING THESE CONSTRUCTION DOCUMENTS OR SHOULD THERE BE ANY DISCREPANCIES, HE SHALL CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING FURTHER. 9. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS AND PER GOVERNING CODES AND/OR ORDINANCES. 10. THE CONTRACTOR SHALL PROVIDE BARRICADES AND TRAFFIC CONTROL ALONG PUBLIC STREETS, IF REQUIRED, DURING INSTALLATION. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT TO THE LANDSCAPE ARCHITECT AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS PRIOR TO THE START OF WORK. 12. BEFORE WORK BEGINS ON THE PROJECT, THE CONTRACTOR SHALL REVIEW THE PROJECT WITH THE LANDSCAPE ARCHITECT AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. 13. THE LANDSCAPE ARCHITECT AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL APPROVE ANY OR ALL CHANGES PRIOR TO THE START OF WORK. 14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING EXISTING SITE CONDITIONS. 15. THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE LOCAL, STATE, AND/OR FEDERAL LAWS AND/OR REGULATIONS PERTAINING TO THE PROJECT. 16. THE CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH OTHER CONTRACTOR'S WORK PRIOR TO INSTALLATION. 17. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING IMPROVEMENTS AND THE PUBLIC FROM DAMAGE THROUGHOUT CONSTRUCTION. 18. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, UNINTENTIONALLY OR ACCIDENTALLY TO EXISTING UTILITIES, STRUCTURES, WALLS, OR OTHER AMENITIES, DUE TO THE ACTION OF THE CONTRACTOR, CONTRACTOR'S EMPLOYEES AND/OR THE CONTRACTOR'S SUBCONTRACTORS. DAMAGE OCCURRED DURING THE CONTRACTOR'S OPERATION SHALL BE REPAIRED, AT THE EXPENSE OF THE CONTRACTOR, TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 19. MATCH GRADES, LAYOUT AND ELEVATIONS OF ADJOINING LANDSCAPE WORK. NOTIFY THE LANDSCAPE ARCHITECT OF CONFLICTS BEFORE PROCEEDING WITH CONSTRUCTION. 1. CONTRACTOR SHALL GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. REVIEW ENGINEERS PLAN FOR DRAINAGE. 2. FINISH GRADING SHALL BE BY THE DIRECTION OF THE LANDSCAPE ARCHITECT. 3. LANDSCAPE ARCHITECT SHALL APPROVE GRADING PRIOR TO PLANTING. 4. GRADING FOR THIS PROJECT INCLUDES THE FOLLOWING: A) FINE GRADING OF EXISTING ROUGH GRADES IS REQUIRED TO PROVIDE SMOOTH, EVEN GRADE TRANSITION IN LANDSCAPE AREA. B) IMPORTING AND PLACING "OFF-SITE 3/8" MINUS TOPSOIL" IN THE FOLLOWING AREAS: i) TURF, AND ANNUAL AREAS DEPTH). ii) PLANT BACKFILL (CAN BE SCREENED ON-SITE SOIL). 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY CALICHE ENCOUNTERED ON SITE AT NO ADDITIONAL COST TO THE OWNER. THE OWNER AND CONTRACTOR SHALL COORDINATE A SUITABLE LOCATION ON SITE TO DISPOSE OF THE CALICHE MATERIAL. SHOULD A SUITABLE LOCATION ON SITE NOT EXIST, THE OWNER SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH REMOVAL AND DISPOSAL OF THE CALICHE. 6. FINISH GRADE OF ALL PLANTING AREAS IS TO BE 1.5" BELOW ADJACENT PAVING UNLESS NOTED OTHERWISE. 7. REFERENCE CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE FLOWS. THE CONTRACTOR SHALL BE RESPONSIBLE THAT THESE ARE PROVIDED FOR AND NOT IMPAIRED WITH OBSTRUCTIONS. 8. THE CONTRACTOR IS RESPONSIBLE FOR GRADING ALL AREAS AT THE DIRECTION OF THE LANDSCAPE ARCHITECT TO CREATE A NATURALLY UNDULATING GROUND PLANE. GRADING GENERAL NOTES: GENERAL NOTES: 1. FOOTINGS, WALLS AND FENCES SHALL BE PLACED OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. 2. REFER TO CIVIL PLANS PREPARED BY MASON STANFIELD AND JUB ENGINEERS, INC. FOR ALL INFORMATION REGARDING HORIZONTAL AND VERTICAL CONTROLS. 3. ALL DETAILS SHALL BE REVIEWED BY A STRUCTURAL ENGINEER AND MODIFIED (IF NECESSARY) PRIOR TO CONSTRUCTION. 4. ALL DIMENSIONS SHOWN ON THIS PLAN ARE BASED ON THE CIVIL PLAN SUBMITTED BY CIVIL ENGINEER. SHOULD DISCREPANCIES OCCUR, FIELD REVISIONS SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL HAVE SIDEWALK SURVEYED AND STAKED FOR REVIEW BY THE LANDSCAPE ARCHITECT , OR OWNER'S REPRESENTATIVE, PRIOR TO INSTALLATION. 6. IN ADDITION TO SUBMITTING MATERIAL SAMPLES OF ALL SITE RELATED MATERIALS, THE CONTRACTOR SHALL PREPARE A 4'X4' SAMPLE PANEL FOR EACH TYPE OF CONSTRUCTION, I.E., A) CONCRETE PAVERS, B) EXPOSED AGGREGATE PAVING, C) INTEGRAL COLORED CONCRETE, ETC., FOR APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO FINAL CONSTRUCTION. 7. UNLESS NOTED OTHERWISE ON CONSTRUCTION DOCUMENTS OR NOTED IN DETAILS, SIDEWALKS SHALL BE 5'-0" WIDE (VARIES), 4" THICK, 3,000 PSI CONCRETE ON COMPACTED BASE WITH CONSTRUCTION JOINTS AT 5'-0" (VARIES) ON CENTER AND EXPANSION JOINTS AT 20'-0" (VARIES) ON CENTER. SIDEWALKS SHALL HAVE A MEDIUM BROOM, NON-SKID FINISH WITH 1/2" RADIUS TOOLED EDGES. 8. RADIUS AT SIDEWALK INTERSECTIONS SHALL BE 5'-0" (TYPICAL), UNLESS NOTED OTHERWISE. 9. THE CONTRACTOR SHALL LAYOUT AND VERIFY ALL HARDSCAPE ELEMENTS PRIOR TO CONSTRUCTION FOR REVIEW BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. SHOULD DISCREPANCIES EXIST, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE PROCEEDING FURTHER. HARDSCAPE GENERAL NOTES: 02 revisions: project scale: issued for: drawn by: date: drawing: sheet # of C Copyright 2013 by Greey I Pickett Professional Corp. f p s c o t t s d a l e , a r i z o n a 8 5 2 5 1 4 8 0 . 6 0 9 . 0 0 068 g i n e d s y i t n u T E T m e co P C I t c u r i h e t R E E Y m K a r p a c e G n d la s 7 1 4 4 e s t e t s o n d r i v e, s u i t e 2 0 5 c 4 8 0 . 6 0 9 . 0 0 0 9 MOON VALLEY SUBDIVISION NO. 4 Landscape Construction Documents STAR, IDAHO MTC069 REVIEW TEAM 02-11-2021 12 02-11-2021 s T A T E 0 F I D A H 0 LA - 16653 * * R U S S E L L G R E E Y L I C E N S E D L A N D S C A P E A R C H I T E C T MATERIAL SCHEDULE: ---PAGE BREAK--- SS SS SS SS SS SS SS SS SS SS SS W S S S S S S S S S S W W W W W W W W W W S SS W SS W SS W SS W W S PIRR PIRR PIRR PIRR PIRR PIRR PIRR 13947± Lot 253 Block 1 13976± Lot 254 Block 1 11277± Lot 263 Block 1 10163± Lot 264 Block 1 10162± Lot 265 Block 1 11483± Lot 266 Block 1 8779± Lot 267 Block 1 10374± Lot 268 Block 1 8619± Lot 270 Block 1 8129± Lot 271 Block 1 6525± Lot 272 Block 1 8091± Lot 273 Block 1 8348± Lot 274 Block 1 10238± Lot 251 Block 1 10238± Lot 250 Block 1 13180± Lot 244 Block 1 9788± Lot 243 Block 1 10149± Lot 242 Block 1 8091± Lot 241 Block 1 9928± Lot 240 Block 1 11469± Lot 239 Block 1 7021± Lot 237 Block 1 6625± Lot 236 Block 1 8211± Lot 235 Block 1 14557± Lot 255 Block 1 12321± Lot 256 Block 1 15004± Lot 257 Block 1 11911± Lot 258 Block 1 10386± Lot 259 Block 1 10732± Lot 260 Block 1 10867± Lot 261 Block 1 16001± Lot 262 Block 1 9749± Lot 245 Block 1 10439± Lot 246 Block 1 10204± Lot 247 Block 1 13129± Lot 248 Block 1 10572± Lot 249 Block 1 P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS EG EG EG EG EG EG EG EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP SS SS W SS SS W W PIRR PIRR PIRR PIRR PIRR PIRR PIRR IRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR IRR IRR IRR IRR SD SD IRR IRR SD SD IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR PIRR PIRR PIRR IRR IRR IRR IRR IRR IRR SD SD SD SD SD SD SD SD SD SD SD SD SD EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG X X X X X X X X X X X EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG W SS SS SS SS SS PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR L P/L L P/L /L P/L /L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L /L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L EG EG EG EG EG EG EG EG EG EG EG EG EG EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP IRR EG EG EG EG EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS S S S S S D D D D D D S S S IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR EG EG EG EG EG EG EG EG EG IRR IRR IRR IRR IRR IRR IRR IRR L3.0 As Shown Landscape Sheet Layout revisions: project scale: issued for: drawn by: date: drawing: sheet # of C Copyright 2013 by Greey I Pickett Professional Corp. f p s c o t t s d a l e , a r i z o n a 8 5 2 5 1 4 8 0 . 6 0 9 . 0 0 068 g i n e d s y i t n u T E T m e co P C I t c u r i h e t R E E Y m K a r p a c e G n d la s 7 1 4 4 e s t e t s o n d r i v e, s u i t e 2 0 5 c 4 8 0 . 6 0 9 . 0 0 0 9 MOON VALLEY SUBDIVISION NO. 4 Landscape Construction Documents STAR, IDAHO MTC069 REVIEW TEAM 02-11-2021 12 02-11-2021 s T A T E 0 F I D A H 0 LA - 16653 * * R U S S E L L G R E E Y L I C E N S E D L A N D S C A P E A R C H I T E C T 3 MOON VALLEY - SUBDIVISION NO. 4 - LANDSCAPE SHEET LAYOUT L3.3 L3.1 L3.2 L3.4 L3.6 L3.7 L3.5 M A S S P L A N T I N G P L A N T MATERIALS LEGEND Plant Name Class I Trees Sym. Size Class II Trees Tilia americana 'Little Leaf Little leaf Linden 4 2" Cal. Standard Acer truncatum x plantanoides 'Keithform' Norwegian Sunset Maple 7 2" Cal. Standard Description Sym. Prunus cerasifera 'Newport' Newport Purple Leaf Plum 3 2" Cal. Standard Acer truncatum x 'Pacific Sunset' Pacific Sunset Maple 2 2" Cal. Standard Ginko biloba 'Autumn Gold' Autumn Gold Ginko 10 2" Cal. Standard LAWN: FESCUE SOD BARK MULCH, PREMIUM BLEND Qty. Remarks I N E R T S Description Sym. Cercis canadensis Eastern Redbud 6 2" Cal. Multi Betula nigra 'Heritage' Heritage Birch 12 2" Cal. Standard SEEDED: FESCUE GRASS BOULDER SYMBOLS ARE SHOWN FOR REFERENCE ONLY. SIZE BOULDERS BASED ON TONAGE ONLY, BUT INCLUDE A VARIETY OF SHAPES AND SIZES. B O U L D E R N O T E S : Sym. Qty. B O U L D E R L E G E N D Size 1 - 4 ton 245 Buddleja x 'Miss Molly' Miss Molly Butterfly Bush 34 5 Gal. Shrubs Photinia x fraseri Photinia Fraseri 5 5 Gal. Grasses Caryopteris × clandonensis 'Dark Knight' Dark Knight Bluebeard 80 5 gal. Spiraea x bumalda 'Goldflame' Gold Flame Spirea 25 5 gal. Viburnum plicatum 'Popcorn' Popcorn Viburnum 4 5 gal. Physocarpus opulifolius Summer Wine Ninebark 114 5 gal. Euonymus kiautschovicus 'Manhattan' Manhattan Euonymus 40 5 gal. Prunus x cistena Cistena Plum 10 5 gal. Rosa 'Nearly Wild' Nearly Wild Rose 66 5 gal. Salix alba 'Tristis' Niobe Weeping Willow 9 2" Cal. Standard Buddleja davidii 'Black Knight' Black Knight Butterfly Bush 41 5 gal. Euonymus japonicus 'Silver King' Silver King Euonymus 38 5 gal. Calamagrostis x acutiflora 'Overdam' 'Overdam' Feather Reed Grass 39 5 gal. Rosa woodsii Woods' Rose 19 5 gal. Ribes sanguineum Red Flowering Currant 26 5 gal. Ribes aureum Golden Currant 49 5 gal. Spiraea japonica 'Little Princess' Japanese spirea 35 5 gal. Helictotrichon sempervirens Blue Oat grass 7 5 Gal. Calamagrostis acutiflora 'Karl Forester' Karl Forester Feather Reed grass 29 5 gal. Potentilla fruticosa 'Goldfinger' Goldfinger Potentilla 69 5 gal. Miscanthus sinensis 'Gracillimus' Maiden Grass 19 5 Gal. Berberis thunbergii 'Gentry' Royal Burgundy Barberry 75 5 gal. Rosa x 'Noare' Red Flower Carpet Rose 15 5 gal. 0' Scale: 300' 200' 100' 1" = 100'-0" ---PAGE BREAK--- S. PROSPECTOR LANE (PRVT) S W. CHINES LANE (PRVT) W. HEVELIUS LANE (PRVT) S. CERNAN LANE (PRVT) S. PROSPECTOR LANE (PRVT) LOT 276 BLOCK 1 LOT 276 BLOCK 1 S S S S S D D D D D D S S S IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR L3.1 As Shown Planting Plan 0' Scale: 60' 40' 20' 1" = 20'-0" PLANTING PLAN - L3.1 revisions: project scale: issued for: drawn by: date: drawing: sheet # of C Copyright 2013 by Greey I Pickett Professional Corp. f p s c o t t s d a l e , a r i z o n a 8 5 2 5 1 4 8 0 . 6 0 9 . 0 0 068 g i n e d s y i t n u T E T m e co P C I t c u r i h e t R E E Y m K a r p a c e G n d la s 7 1 4 4 e s t e t s o n d r i v e, s u i t e 2 0 5 c 4 8 0 . 6 0 9 . 0 0 0 9 MOON VALLEY SUBDIVISION NO. 4 Landscape Construction Documents STAR, IDAHO MTC069 REVIEW TEAM 02-11-2021 12 02-11-2021 s T A T E 0 F I D A H 0 LA - 16653 * * R U S S E L L G R E E Y L I C E N S E D L A N D S C A P E A R C H I T E C T MATCHLINE SEE SHEET L3.2 LIMIT OF WORK M A S S P L A N T I N G P L A N T MATERIALS LEGEND Plant Name Class I Trees Sym. Size Class II Trees Tilia americana 'Little Leaf Little leaf Linden 4 2" Cal. Standard Acer truncatum x plantanoides 'Keithform' Norwegian Sunset Maple 7 2" Cal. Standard Description Sym. Prunus cerasifera 'Newport' Newport Purple Leaf Plum 3 2" Cal. Standard Acer truncatum x 'Pacific Sunset' Pacific Sunset Maple 2 2" Cal. Standard Ginko biloba 'Autumn Gold' Autumn Gold Ginko 10 2" Cal. Standard LAWN: FESCUE SOD BARK MULCH, PREMIUM BLEND Qty. Remarks I N E R T S Description Sym. Cercis canadensis Eastern Redbud 6 2" Cal. Multi Betula nigra 'Heritage' Heritage Birch 12 2" Cal. Standard SEEDED: FESCUE GRASS Buddleja x 'Miss Molly' Miss Molly Butterfly Bush 34 5 Gal. Shrubs Photinia x fraseri Photinia Fraseri 5 5 Gal. Grasses Caryopteris × clandonensis 'Dark Knight' Dark Knight Bluebeard 80 5 gal. Spiraea x bumalda 'Goldflame' Gold Flame Spirea 25 5 gal. Viburnum plicatum 'Popcorn' Popcorn Viburnum 4 5 gal. Physocarpus opulifolius Summer Wine Ninebark 114 5 gal. Euonymus kiautschovicus 'Manhattan' Manhattan Euonymus 40 5 gal. Prunus x cistena Cistena Plum 10 5 gal. Rosa 'Nearly Wild' Nearly Wild Rose 66 5 gal. Salix alba 'Tristis' Niobe Weeping Willow 9 2" Cal. Standard Buddleja davidii 'Black Knight' Black Knight Butterfly Bush 41 5 gal. Euonymus japonicus 'Silver King' Silver King Euonymus 38 5 gal. Calamagrostis x acutiflora 'Overdam' 'Overdam' Feather Reed Grass 39 5 gal. Rosa woodsii Woods' Rose 19 5 gal. Ribes sanguineum Red Flowering Currant 26 5 gal. Ribes aureum Golden Currant 49 5 gal. Spiraea japonica 'Little Princess' Japanese spirea 35 5 gal. Helictotrichon sempervirens Blue Oat grass 7 5 Gal. Calamagrostis acutiflora 'Karl Forester' Karl Forester Feather Reed grass 29 5 gal. Potentilla fruticosa 'Goldfinger' Goldfinger Potentilla 69 5 gal. Miscanthus sinensis 'Gracillimus' Maiden Grass 19 5 Gal. Berberis thunbergii 'Gentry' Royal Burgundy Barberry 75 5 gal. Rosa x 'Noare' Red Flower Carpet Rose 15 5 gal. SIDEWALK PER CIVIL PLANS, TYP. LANDSCAPE AREA W/ LAWN & TREES, TYP. MATCHLINE SEE SHEET L3.3 L3.3 L3.2 SCALE: NTS KEY MAP L3.1 L3.4 4 L3.5 L3.6 L3.7 POND PER CIVIL PLANS, TYP. FESCUE GRASS, TYP. BOULDER WALL PER STRUC. DTLS, TYP. SHRUBS, TYP. LIMIT OF WORK LIMIT OF WORK BOULDER SYMBOLS ARE SHOWN FOR REFERENCE ONLY. SIZE BOULDERS BASED ON TONAGE ONLY, BUT INCLUDE A VARIETY OF SHAPES AND SIZES. B O U L D E R N O T E S : Sym. Qty. B O U L D E R L E G E N D Size 1 - 4 ton 245 LANDSCAPE AREA W/ LAWN & TREES, TYP. SHRUBS, TYP. ---PAGE BREAK--- W. CHINES LANE (PRVT) N LANE (PRVT) LOT 276 BLOCK 1 IRR W. CHINES LANE (PRVT) W. HEVELIUS LANE (PRVT) S. CERNAN LANE (PRVT) S. PROSPECTOR LANE (PRVT) LOT 276 BLOCK 1 LOT 276 BLOCK 1 S S S S S D D D D D D S S S IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR L3.2 As Shown Planting Plan 0' Scale: 60' 40' 20' 1" = 20'-0" PLANTING PLAN - L3.2 revisions: project scale: issued for: drawn by: date: drawing: sheet # of C Copyright 2013 by Greey I Pickett Professional Corp. f p s c o t t s d a l e , a r i z o n a 8 5 2 5 1 4 8 0 . 6 0 9 . 0 0 068 g i n e d s y i t n u T E T m e co P C I t c u r i h e t R E E Y m K a r p a c e G n d la s 7 1 4 4 e s t e t s o n d r i v e, s u i t e 2 0 5 c 4 8 0 . 6 0 9 . 0 0 0 9 MOON VALLEY SUBDIVISION NO. 4 Landscape Construction Documents STAR, IDAHO MTC069 REVIEW TEAM 02-11-2021 12 02-11-2021 s T A T E 0 F I D A H 0 LA - 16653 * * R U S S E L L G R E E Y L I C E N S E D L A N D S C A P E A R C H I T E C T MATCHLINE SEE SHEET L3.1 LIMIT OF WORK M A S S P L A N T I N G P L A N T MATERIALS LEGEND Plant Name Class I Trees Sym. Size Class II Trees Tilia americana 'Little Leaf Little leaf Linden 4 2" Cal. Standard Acer truncatum x plantanoides 'Keithform' Norwegian Sunset Maple 7 2" Cal. Standard Description Sym. Prunus cerasifera 'Newport' Newport Purple Leaf Plum 3 2" Cal. Standard Acer truncatum x 'Pacific Sunset' Pacific Sunset Maple 2 2" Cal. Standard Ginko biloba 'Autumn Gold' Autumn Gold Ginko 10 2" Cal. Standard LAWN: FESCUE SOD BARK MULCH, PREMIUM BLEND Qty. Remarks I N E R T S Description Sym. Cercis canadensis Eastern Redbud 6 2" Cal. Multi Betula nigra 'Heritage' Heritage Birch 12 2" Cal. Standard SEEDED: FESCUE GRASS Buddleja x 'Miss Molly' Miss Molly Butterfly Bush 34 5 Gal. Shrubs Photinia x fraseri Photinia Fraseri 5 5 Gal. Grasses Caryopteris × clandonensis 'Dark Knight' Dark Knight Bluebeard 80 5 gal. Spiraea x bumalda 'Goldflame' Gold Flame Spirea 25 5 gal. Viburnum plicatum 'Popcorn' Popcorn Viburnum 4 5 gal. Physocarpus opulifolius Summer Wine Ninebark 114 5 gal. Euonymus kiautschovicus 'Manhattan' Manhattan Euonymus 40 5 gal. Prunus x cistena Cistena Plum 10 5 gal. Rosa 'Nearly Wild' Nearly Wild Rose 66 5 gal. Salix alba 'Tristis' Niobe Weeping Willow 9 2" Cal. Standard Buddleja davidii 'Black Knight' Black Knight Butterfly Bush 41 5 gal. Euonymus japonicus 'Silver King' Silver King Euonymus 38 5 gal. Calamagrostis x acutiflora 'Overdam' 'Overdam' Feather Reed Grass 39 5 gal. Rosa woodsii Woods' Rose 19 5 gal. Ribes sanguineum Red Flowering Currant 26 5 gal. Ribes aureum Golden Currant 49 5 gal. Spiraea japonica 'Little Princess' Japanese spirea 35 5 gal. Helictotrichon sempervirens Blue Oat grass 7 5 Gal. Calamagrostis acutiflora 'Karl Forester' Karl Forester Feather Reed grass 29 5 gal. Potentilla fruticosa 'Goldfinger' Goldfinger Potentilla 69 5 gal. Miscanthus sinensis 'Gracillimus' Maiden Grass 19 5 Gal. Berberis thunbergii 'Gentry' Royal Burgundy Barberry 75 5 gal. Rosa x 'Noare' Red Flower Carpet Rose 15 5 gal. SIDEWALK PER CIVIL PLANS, TYP. LANDSCAPE AREA W/ LAWN & TREES, TYP. MATCHLINE SEE SHEET L3.4 L3.3 L3.2 SCALE: NTS KEY MAP L3.1 L3.4 5 L3.5 L3.6 L3.7 LANDSCAPE AREA W/ LAWN & TREES, TYP. BOULDER SYMBOLS ARE SHOWN FOR REFERENCE ONLY. SIZE BOULDERS BASED ON TONAGE ONLY, BUT INCLUDE A VARIETY OF SHAPES AND SIZES. B O U L D E R N O T E S : Sym. Qty. B O U L D E R L E G E N D Size 1 - 4 ton 245 LANDSCAPE AREA W/ LAWN & TREES, TYP. BOULDER WALL PER STRUC. DTLS. SEEDED FESCUE GRASS, TYP. POND PER CIVIL PLANS, TYP. ---PAGE BREAK--- Revised 5/29/08 4/27/2021 Page 1 of 6 CITY OF STAR FINAL PLAT AND CONSTRUCTION DRAWING REVIEW CHECKLIST Subdivision: Moon Valley No 4 Phase: 4 Date: 04/27/2021 Developable Lots: 39 Review No: 2 Developer: M3 Companies Tel: [PHONE REDACTED] Fax: Email: Engineer: JUB Engineers Tel: [PHONE REDACTED] Fax: Email: Property Address: W Moon Valley Rd and Hwy 16 Reviewed By: Kelsie E.I., Keller Associates Review Check By: Ryan Morgan, P.E., Keller Associates FINAL PLAT REVIEW ITEM OK NEED N/A FINAL PLAT APPLICATION REQUIREMENTS 1 X Submit two copies of final engineering construction drawings showing streets, sidewalk, water, sewer, pressure irrigation, street lighting, landscaping, and other public improvements. 2 X Submit one 8½ x 11 map showing property in relation to floodplain and/or floodway. Provide Floodplain Development Permit Application as required. 3 X Provide copy of the “Preliminary Plat Findings of Fact and Conclusions of Law”. 4 X Landscape plan provided. Confirm consistent with approved preliminary plat. 5 X Verified written legal description. 6 X Letter of credit for outstanding pressure irrigation and landscaping improvements only when weather conditions precludes construction of improvements prior to signature of mylar. ITEM OK NEED N/A FINAL PLAT REVIEW 7 X Public and private easements are shown on plat for open spaces, access drives, drainage facilities, floodway maintenance boundaries, offsite storage areas and connecting piping for detached flood water storage impoundments, existing irrigation ditches, new irrigation ditches or pipelines, bicycle / pedestrian pathways (connectivity to adjacent developments), and irrigation piping. Notes 1 & 2: References Riverstone Homeowners Association, note 3 references moon ---PAGE BREAK--- Revised 5/29/08 4/27/2021 Page 2 of 6 valley, please clarify which is correct. 8 X Right to Farm Act Note on face of plat. 9 X Note on face of plat: “This subdivision is located within zone AE as shown on the firm panel 125 of 875, Ada County, Idaho and Incorporated Areas. A building permit shall not be issued for any lot that is located within the mapped floodplain until a Flood Plain Development Permit is obtained for the individual lot. Each lot within the mapped floodplain shall require an individual Flood Plain Development Permit.” Final Plat will not be approved until the CLOMR is accepted by FEMA. 10 X 10-foot utility and irrigation easements are shown, or noted, along the front lot lines, rear lot lines, and side lot lines as required. 11 X Note is shown on the final plat: “Minimum building setbacks shall be in accordance with the City of Star applicable zoning and subdivision regulations at the time of issuance of individual building permits or as specifically approved and / or required, or as shown on the this plat.” 12 X Seal of Professional Land Surveyor is displayed, dated, and signed on face of plat. 13 X Water and sewer easements shown on face of plat. (Note to Plan Reviewer: Provide plat to Justin Walker for easement water and sewer easement verification.) 14 X On the signature page of the plat please include the following THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF STAR, ADA COUNTY, IDAHO, ON THIS DAY, , HEREBY APPROVE THIS PLAT.” underneath the APPROVAL OF CITY ENGINEER line, and before the signature line. 15 X “Change of Ownership” document filed with the IDWR to the HOA for all conveyable water rights. CONSTRUCTION DRAWING REVIEW ITEM OK NEED N/A GENERAL 16 X Construction drawings are stamped, signed, & dated by a professional engineer licensed in the State of Idaho. 17 X Natural features map showing all existing site features and 1-foot contour elevations is provided in accordance with the City’s code. 18 X Each sheet has north arrow, graphic scale, date, title block and sheet number. ---PAGE BREAK--- Revised 5/29/08 4/27/2021 Page 3 of 6 19 X All profiles are drawn to the same horizontal scale as plan views. 20 X Street lighting plans are provided showing pole locations and luminary types. All street lighting shall be in accordance with the current edition of the ISPWC and the City of Star Supplemental Specifications. ITEM OK NEED N/A FLOODPLAIN DEVELOPMENT PERMIT 21 X Floodplain and floodway boundaries and elevations are shown on the grading plans. Show current floodway on grading plans. No fill can be placed in the floodway until the CLOMR is accepted by FEMA. 22 X Building finished floor elevations are greater than or equal to 2-feet above the base flood elevation, or verification is provided of flood proofing. 23 X Roadway centerline elevations and manhole and other minor structure rim elevations are 0.5-feet above the base flood elevation. 24 X All buildings are set back a minimum of 50-feet from the floodway boundary line except that when the area of special flood hazard boundary is 50-feet or less from the flood way line, the boundary line shall be the setback line. 25 X Easements and conveyance provisions have been made for connection between the floodway and any detached floodwater storage impoundment. 26 X Calculations are provided and show 48-hour max time period for 100% utilization of detached storage impoundment. ITEM OK NEED N/A GRADING PLAN 27 X Grading plans are provided and are stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 28 X Grading plans show finished, existing, and base flood 1- foot contour elevations. 29 X Drainage facilities and easements are shown. 30 X Plan and profile sheets show proposed and existing utilities (rim elevations, pipe invert elevations, etc.), finished centerline roadway grades, existing grade, and base flood elevations. 31 X Existing irrigation ditches, canals, and easements are shown. 32 X Cut and fill slopes are no steeper that 2H:1V. (Spot checked by City Engineer) 33 X Tops and toes of all cut and fill slopes are set back from property boundary at least 3-feet plus 1/5 the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) 34 X Tops and toes of cut and fill slopes are set back from ---PAGE BREAK--- Revised 5/29/08 4/27/2021 Page 4 of 6 structures 6-feet plus 1/5 of the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) 35 X Provisions have been made for erosion control at pipe outfalls, along steep earth slopes, and within drainage ditches. 36 X The vertical datum used for elevations shown on grading and drainage plans is NAVD 88 for all developments that are fully or partially within the floodplain. 37 X Existing and proposed elevations match at property boundaries. ITEM OK NEED N/A DRAINAGE PLAN 38 X Drainage plans are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 39 X Drainage calculations are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 40 X Narrative is provided that describes the proposed method of stormwater retention. 41 X Drainage calculations contain no arithmetic errors. (Spot checked by City Engineer) 42 X The design storm, percolation rate, or other design criteria are within accepted limits. (ITD Zone A—IDF Curve; Storage designed for 100 year storm; Primary conveyance designed for 25-year storm) 43 X Peak discharge rate and velocity through sand and grease traps calculated and are less than 0.5 ft/sec. 44 X Section view of drainage facility provided. 45 X Able to determine drainage directions from information given. 46 X Drainage facilities do not conflict with other utilities. (Spot check by City Engineer) 47 X Provision for conveyance or disposal of roof drainage provided for commercial developments. 48 X Building finished floor elevation shown is above possible max water surface elevation and 2-feet above base flood elevation. 49 X Storm water pretreatment provided. BMP facilities are designed in conformance with the “State of Idaho Catalog of Stormwater Best Management Practices”. 50 X 5-foot setback from property line maintained for drainage facilities. 51 X Drainage basin / pond dimensions listed or noted. 52 X Drainage facilities drawn to scale on grading and ---PAGE BREAK--- Revised 5/29/08 4/27/2021 Page 5 of 6 drainage plan. 53 X Drain rock, ASTM C33 sand, or pond liner specified. 54 X 3-foot separation from bottom of drainage facility to maximum seasonal high groundwater elevation shown on detail. 55 X Vegetative cover shown over biofiltration facilities. 56 X Appropriate license agreements have been executed and are provided for offsite discharge of storm water. ITEM OK NEED N/A GRAVITY IRRIGATION 57 X Plan approval letter is provided from the appropriate irrigation district. ITEM OK NEED N/A PRESSURE IRRIGATION 58 X Plans for a pressure irrigation system are provided (Required only if development contains more than four lots). 59 X The pressure irrigation system is not connected to the potable water system. 60 X Design provides a minimum of 15 gpm @ 45 PSI to each destination point. 61 X Easements are provided for all pressure irrigation piping. (Note on face of plat). 62 X Main line distribution piping is 3-inches in diameter or greater. 63 X Provisions are made for diversion and flow measurement from a gravity irrigation source ditch. 64 X Applicant provided verification with a signed contract indicating written assurance that provisions have been made for ownership, operation, and maintenance of the irrigation system. 65 X Provide written verification and plan approval from Star Sewer and Water District if potable water is planned to be used as a secondary irrigation source. 66 X Provided verification that water rights will be transferred to the association managing entity. 67 X If pressure irrigation will not be available to each lot at all times, provide rotation schedule for irrigation system usage identifying times and days that pressure irrigation will be available to each lot. ITEM OK NEED N/A RE-SUBMITTAL REQUIREMENTS* 68 X Return one revised plan set in pdf format with the redlined set for review and/or approval to Keller Associates. Unbound or un-collated plan sets will not be accepted. 69 X Provide a response letter, referencing the City of Star, with the revised plan set that highlights what actions ---PAGE BREAK--- Revised 5/29/08 4/27/2021 Page 6 of 6 were taken to correct any outstanding items. *All re-submittals should be returned to the City of Star for re-review. Notes: Additional Final Plat Comments:  Additional Construction Drawing Comments:  ---PAGE BREAK--- ---PAGE BREAK--- May 14, 2021 By e-mail: [EMAIL REDACTED] City of Star P.O. Box 130 Star, Idaho 83669 Subject: Moon Valley Subdivision Final Plat Phase 4, FP-21-12 Mr. Nickel: Thank you for the opportunity to respond to your request for comment. While DEQ does not review projects on a project-specific basis, we attempt to provide the best review of the information provided. DEQ encourages agencies to review and utilize the Idaho Environmental Guide to assist in addressing project-specific conditions that may apply. This guide can be found at: deq.idaho.gov/assistance- resources/environmental-guide-for-local-govts. The following information does not cover every aspect of this project; however, we have the following general comments to use as appropriate: 1. AIR QUALITY • Please review IDAPA 58.01.01 for all rules on Air Quality, especially those regarding fugitive dust (58.01.01.651), trade waste burning (58.01.01.600-617), and odor control plans (58.01.01.776). • All property owners, developers, and their contractor(s) must ensure that reasonable controls to prevent fugitive dust from becoming airborne are utilized during all phases of construction activities per IDAPA 58.01.01.651. • DEQ recommends the city/county require the development and submittal of a dust prevention and control plan for all construction projects prior to final plat approval. Dust prevention and control plans incorporate appropriate best management practices to control fugitive dust that may be generated at sites. • Citizen complaints received by DEQ regarding fugitive dust from development and construction activities approved by cities or counties will be referred to the city/county to address under their ordinances. Brad Little, Governor Jess Byrne, Director 1445 N Orchard Street, Boise, ID 83706 (208) 373-0550 ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 2 • Per IDAPA 58.01.01.600-617, the open burning of any construction waste is prohibited. The property owner, developer, and their contractor(s) are responsible for ensuring no prohibited open burning occurs during construction. • For questions, contact David Luft, Air Quality Manager, at (208) 373-0550. 2. WASTEWATER AND RECYCLED WATER • DEQ recommends verifying that there is adequate sewer to serve this project prior to approval. Please contact the sewer provider for a capacity statement, declining balance report, and willingness to serve this project. • IDAPA 58.01.16 and IDAPA 58.01.17 are the sections of Idaho rules regarding wastewater and recycled water. Please review these rules to determine whether this or future projects will require DEQ approval. IDAPA 58.01.03 is the section of Idaho rules regarding subsurface disposal of wastewater. Please review this rule to determine whether this or future projects will require permitting by the district health department. • All projects for construction or modification of wastewater systems require preconstruction approval. Recycled water projects and subsurface disposal projects require separate permits as well. • DEQ recommends that projects be served by existing approved wastewater collection systems or a centralized community wastewater system whenever possible. Please contact DEQ to discuss potential for development of a community treatment system along with best management practices for communities to protect ground water. • DEQ recommends that cities and counties develop and use a comprehensive land use management plan, which includes the impacts of present and future wastewater management in this area. Please schedule a meeting with DEQ for further discussion and recommendations for plan development and implementation. For questions, contact Valerie Greear, Water Quality Engineering Manager at (208) 373-0550. 3. DRINKING WATER • DEQ recommends verifying that there is adequate water to serve this project prior to approval. Please contact the water provider for a capacity statement, declining balance report, and willingness to serve this project. • IDAPA 58.01.08 is the section of Idaho rules regarding public drinking water systems. Please review these rules to determine whether this or future projects will require DEQ approval. • All projects for construction or modification of public drinking water systems require preconstruction approval. • DEQ recommends verifying if the current and/or proposed drinking water system is a regulated public drinking water system (refer to the DEQ website at: deq.idaho.gov/water- quality/drinking-water.aspx). For non-regulated systems, DEQ recommends annual testing for total coliform bacteria, nitrate, and nitrite. ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 3 • If any private wells will be included in this project, we recommend that they be tested for total coliform bacteria, nitrate, and nitrite prior to use and retested annually thereafter. • DEQ recommends using an existing drinking water system whenever possible or construction of a new community drinking water system. Please contact DEQ to discuss this project and to explore options to both best serve the future residents of this development and provide for protection of ground water resources. • DEQ recommends cities and counties develop and use a comprehensive land use management plan which addresses the present and future needs of this area for adequate, safe, and sustainable drinking water. Please schedule a meeting with DEQ for further discussion and recommendations for plan development and implementation. For questions, contact Valerie Greear, Water Quality Engineering Manager at (208) 373-0550. 4. SURFACE WATER • Please contact DEQ to determine whether this project will require a National Pollution Discharge Elimination System (NPDES) Permit. A Construction General Permit from EPA may be required if this project will disturb one or more acres of land, or will disturb less than one acre of land but are part of a common plan of development or sale that will ultimately disturb one or more acres of land. • If this project is near a source of surface water, DEQ requests that projects incorporate construction best management practices (BMPs) to assist in the protection of Idaho’s water resources. Additionally, please contact DEQ to identify BMP alternatives and to determine whether this project is in an area with Total Maximum Daily Load stormwater permit conditions. • The Idaho Stream Channel Protection Act requires a permit for most stream channel alterations. Please contact the Idaho Department of Water Resources (IDWR), Western Regional Office, at 2735 Airport Way, Boise, or call (208) 334-2190 for more information. Information is also available on the IDWR website at: channel-alteration-permits.html • The Federal Clean Water Act requires a permit for filling or dredging in waters of the United States. Please contact the US Army Corps of Engineers, Boise Field Office, at 10095 Emerald Street, Boise, or call [PHONE REDACTED] for more information regarding permits. For questions, contact Lance Holloway, Surface Water Manager, at (208) 373-0550. 5. SOLID WASTE, HAZARDOUS WASTE AND GROUND WATER CONTAMINATION • Solid Waste. No trash or other solid waste shall be buried, burned, or otherwise disposed of at the project site. These disposal methods are regulated by various state regulations including Idaho’s Solid Waste Management Regulations and Standards (IDAPA 58.01.06), Rules and Regulations for Hazardous Waste (IDAPA 58.01.05), and Rules and Regulations for the Prevention of Air Pollution (IDAPA 58.01.01). Inert and other approved materials are also defined in the Solid Waste Management Regulations and Standards ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 4 • Hazardous Waste. The types and number of requirements that must be complied with under the federal Resource Conservations and Recovery Act (RCRA) and the Idaho Rules and Standards for Hazardous Waste (IDAPA 58.01.05) are based on the quantity and type of waste generated. Every business in Idaho is required to track the volume of waste generated, determine whether each type of waste is hazardous, and ensure that all wastes are properly disposed of according to federal, state, and local requirements. • Water Quality Standards. Site activities must comply with the Idaho Water Quality Standards (IDAPA 58.01.02) regarding hazardous and deleterious-materials storage, disposal, or accumulation adjacent to or in the immediate vicinity of state waters (IDAPA 58.01.02.800); and the cleanup and reporting of oil-filled electrical equipment (IDAPA 58.01.02.849); hazardous materials (IDAPA 58.01.02.850); and used-oil and petroleum releases (IDAPA 58.01.02.851 and 852). Petroleum releases must be reported to DEQ in accordance with IDAPA 58.01.02.851.01 and 04. Hazardous material releases to state waters, or to land such that there is likelihood that it will enter state waters, must be reported to DEQ in accordance with IDAPA 58.01.02.850. • Ground Water Contamination. DEQ requests that this project comply with Idaho’s Ground Water Quality Rules (IDAPA 58.01.11), which states that “No person shall cause or allow the release, spilling, leaking, emission, discharge, escape, leaching, or disposal of a contaminant into the environment in a manner that causes a ground water quality standard to be exceeded, injures a beneficial use of ground water, or is not in accordance with a permit, consent order or applicable best management practice, best available method or best practical method.” For questions, contact Albert Crawshaw, Waste & Remediation Manager, at (208) 373-0550. 6. ADDITIONAL NOTES • If an underground storage tank (UST) or an aboveground storage tank (AST) is identified at the site, the site should be evaluated to determine whether the UST is regulated by DEQ. EPA regulates ASTs. UST and AST sites should be assessed to determine whether there is potential soil and ground water contamination. Please call DEQ at (208) 373-0550, or visit the DEQ website deq.idaho.gov/waste-mgmt-remediation/storage-tanks.aspx for assistance. • If applicable to this project, DEQ recommends that BMPs be implemented for any of the following conditions: wash water from cleaning vehicles, fertilizers and pesticides, animal facilities, composted waste, and ponds. Please contact DEQ for more information on any of these conditions. ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 5 We look forward to working with you in a proactive manner to address potential environmental impacts that may be within our regulatory authority. If you have any questions, please contact me, or any of our technical staff at (208) 373-0550. Sincerely, Aaron Scheff Regional Administrator DEQ-Boise Regional Office EDMS#: 2021AEK88 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- File # FP-21-10 Page 1 Norterra Subdivision Final Plat – Phase 1 CITY OF STAR LAND USE STAFF REPORT TO: Mayor & Council FROM: Ryan B. Field, Assistant City Planner MEETING DATE: June 1, 2021 FILE(S) FP-21-10, Final Plat – Norterra Subdivision Phase 1 REQUEST The Applicant is seeking approval of a Final Plat for Norterra Subdivision, Phase 1 consisting of 118 residential lots and 8 common lots on 19.95 acres. The phase is located on the north side of the approved preliminary plat, at 12080 W. State Street in Star, Idaho. Property Owner: Brent Thompson Iterra Holdings, LLC 316 E 1400 S, Ste 2A St. George, UT 84790 Representative: Applicant: Eric Cronin Tamara Thompson The Land Group Inc. The Land Group Inc. 462 E. Shore Drive, Ste. 100 462 E. Shore Drive, Ste. 100 Eagle, ID 83616 Eagle, ID 83616 PROPERTY INFORMATION Land Use Designation - Residential R-7-DA Phase 1 Acres - 19.95 acres Residential Lots - 118 Common Lots - 8 Commercial - 0 ---PAGE BREAK--- File # FP-21-10 Page 2 Norterra Subdivision Final Plat – Phase 1 HISTORY July 21, 2020 Public Hearing Tabled. July 28, 2020 Public Hearing Tabled. August 18, 2020 Public Hearing Tabled. September 15, 2020 Public Hearing Tabled. October 6, 2020 Council approved Annexation and Rezone (AZ-20-05), Development Agreement (DA-20-05), Preliminary Plat (PP-20-07) and Private Road (PR-20-03) for Norterra Subdivision. March 3, 2021 Annexation recorded via Ordinance 327. GENERAL DISCUSSION The applicant is requesting approval of the Final Plat for phase 1 of Norterra Subdivision consisting of 118 residential lots and 8 common lots on 19.95 acres. The Final Plat layout for Phase 1 generally complies with the approved Preliminary Plat. Original Preliminary Plat Review: Site Data: All Phases Total Acreage of Site – 48.43 acres Total Number of Lots – 149 lots Total Number of Residential Lots – 118 lots (20 detached, 98 attached) Total Number of Common Lots – 8 lots Total Number of Commercial Lots – 23 lots Type of Units – Single Family Units Dwelling Units Per Gross Acre – 6.04 dwelling units per acre Total Acreage of Common Lots – 4.17 acres Percent of Site as Common Area – 21.4% Total Acreage of Usable Common Area – 3.99 acres Percent of Site as Usable Common Area – 17.4% Staff Analysis of Final Plat Submittal: The submitted preliminary plat consisted of 118 residential lots and 8 common lots. Phase 1 contains all the approved residential lots leaving just the approved commercial lots for future phases. Lot Layout – The gross density of Phase 1 is 6.04 du/acre. The Final Plat indicates lot sizes range in size from 7,800 square feet to 9,984 square feet for the detached sites, with the average buildable lot size of 8,538 square feet. For the attached units, the average lot size is 3,050 square feet. This is aligned with the approved preliminary plat. ---PAGE BREAK--- File # FP-21-10 Page 3 Norterra Subdivision Final Plat – Phase 1 Common/Open Space and Amenities – This phase will include a total of 4.17 acres (21.4%) total open space, including 3.99 acres (17.4%) usable space within the common lots. The development meets the minimum of 15% open space, 10% usable space required by Code. Proposed amenities include a private community pool, park with picnic structure, and pedestrian pathways throughout the residential development and additional usable open space, which satisfies section 8-4E-2 of the Unified Development Code. Landscaping - Landscaping as required by the Unified Development Code, Street Trees; the minimum density of one tree per thirty-five (35) linear feet is required. The landscaping plan, as submitted appears to satisfy this requirement. Common Area landscape requirements call for one deciduous shade tree per 4,000 square feet. The plan as submitted meets these requirements. Setbacks – The applicant has requested special setback and design standards that were approved and recorded as part of the development agreement. Minimum Street Frontage 24 Feet Front Setbacks 15 Feet Rear Setbacks 10 Feet** Interior Side Setbacks 5 Feet Street Side Setbacks 10 Feet (Local Streets) Street Landscape Buffer 35 Feet (Collector Roadway) Minimum Building Height 35 Feet Council required that Lots 2-13, and Lots 15-22 of Block 1 maintain the required 15 Foot rear setback to be consistent and compatible with the adjacent residential lots to the north within the Saddlebrook Subdivision. Streetlights – Streetlight design specifications have been submitted for approval. Lights should meet the dark sky standards consistent with the intent of the City. Streetlights shall be consistent throughout all phases of the subdivision. All streetlights must be installed and working before building permits will be issued. The applicant shall work with Staff on the design standards. Mailbox Clusters – The location of the development’s mailbox cluster has not been disclosed on the final plat. The Star Postmaster, Mel Norton will be required to approve the location of the mailbox cluster and the City will require a letter stating his approval of the location(s) for this development prior to signing the final plat. Street Names – Applicant has provided documentation from Ada County that the proposed street names have been approved. Correct street names are reflected on the final plat. Sidewalks - Sidewalks are proposed at five-foot widths and will be attached throughout the overall subdivision. ---PAGE BREAK--- File # FP-21-10 Page 4 Norterra Subdivision Final Plat – Phase 1 Street Width - Streets in Norterra are proposed to be private throughout this phase of the development. Proposed local streets measure 31 ft from back of curb to back of curb on the submitted preliminary plat. This street width meets the minimum requirements given to the applicant as a condition of approval of the preliminary plat. All private streets require final inspection by Star Fire before building permits will be issued. Public Pathway – The development approval included a paved, public pathway near the center of the subdivision from Can Ada Road to N. Highbrook Way (Lot 24, Block 1 & Lot 124, Block The applicant shall provide a public access easement along this pathway as part of the final plat. ITD Proportionate Share – ITD determined that in leu of proportionate shares for this project, the developer would construct specific improvements on SH-44. ITD’s letter dated September 11, 2020 states that the applicant will work with ITD through the construction drawing phase. It is unknown at this time if ITD has approved the construction drawings and issued final approval. PUBLIC NOTIFICATIONS Notifications of this application were sent to agencies having jurisdiction on May 4, 2021. May 10, 2021, 2021 Keller Associates Checklist May 14, 2021 DEQ Standard Response May 12, 2021 Central District Health Standard Response September 11, 2020 ITD Original Letter FINDINGS The Council may approve, conditionally approve, deny or table this request. In order to approve this Final Plat, the Unified Development Code requires that Council must find the following: A. The Plat is in conformance with the Comprehensive Plan. The Council finds that this subdivision upon Preliminary Plat approval was in conformance with the Comprehensive Plan; no changes have been made to change this status. B. Public services are available or can be made available and are adequate to accommodate the proposed development. Staff finds that all public services are available and able to accommodate this development. C. There is public financial capability of supporting services for the proposed development. Staff knows of no financial hardship that would prevent services from being provided. D. The development will not be detrimental to the public health, safety or general welfare; and, ---PAGE BREAK--- File # FP-21-10 Page 5 Norterra Subdivision Final Plat – Phase 1 Staff finds no facts to support that this subdivision phase will be detrimental to the public health, safety or general welfare. E. The development preserves significant natural, scenic or historic features. Staff finds that existing conditions have not substantially changed from the approved Preliminary Plat of this subdivision. CONDITIONS OF APPROVAL 1. The approved Final Plat for Norterra Subdivision Phase 1 shall comply with all statutory requirements of applicable agencies and districts having jurisdiction in the City of Star. 2. The Applicant/Owner shall provide staff with future funding information for the private streets, in compliance with Section 8-4D-3C of the UDC. This shall be required prior to final plat signature. 3. The property associated with this approved Final Plat, in addition to the property of all future phases shall be satisfactorily weed abated at all times, preventing a public nuisance, per Star City Code Chapter 3, Section 3-1-1 through 3-1-7. 4. Applicant/Owner shall agree to install conduit in the shared utility trench for installation of fiber at a future date. Conduit shall be a minimum of 2-inch diameter or larger to accommodate the needs of the development. 5. The applicant shall include a public access easement within Lot 24, Block 1 & Lot 124, Block 1. This shall be included on the final plat. 6. Prior to signature of the final plat, the applicant shall submit a letter of approval from the Idaho Transportation Department (ITD) regarding proportionate shares/SH-44 improvements that are a part of this development. 7. All signed Irrigation District Agreements with the Irrigation Districts shall be provided to the City of Star with each subsequent Final Plat application. 8. Applicant/Owner shall participate in the ITD Proportionate Share Agreement as outlined in the approved Development Agreement. 9. Pressurized irrigation systems shall comply with the Irrigation District(s) and the City of Star Codes. Plans for pressurized irrigation systems shall be submitted to, and approved by the City of Star Engineer, prior to installation. 10. The approved Preliminary Plat shall comply with the City of Star Unified Development Code regarding landscaping, both internal buffers and frontages. (See Section 8-4 B Landscaping Requirements) 11. A plat note supporting the “Right to Farm Act” as per Idaho Code Title 22, Chapter 45, shall be shown on the Final Plat. 12. Streetlights shall comply with the Star City Code and shall be of the same design throughout the entire subdivision and shall be maintained by the Homeowners Association. Streetlights shall be installed prior to issuing building permits. Design shall follow Code with requirements for light trespass and “Dark Skies” lighting. 13. A plat note shall state that development standards for residential development shall comply with the effective building and zoning requirements at time of building permit issuance. ---PAGE BREAK--- File # FP-21-10 Page 6 Norterra Subdivision Final Plat – Phase 1 14. The subsequent Final Plats shall comply with and be in accordance with the current City of Star Code, with the exception of any waivers granted by Council. 15. Requested surety shall be required at 150% of the total estimated installed cost, as approved by the City Engineer or Administrator. The term of approval shall not exceed 180 days. (See Section 8-1 C-1 of the Unified Development Code for a list of eligible items.) 16. A letter from the US Postal Service shall be given to the City prior to signature of the final plat stating approval of cluster mailbox locations and that the subdivision is in compliance with the Postal Service. 17. A form signed by the Star Sewer & Water District shall be submitted to the City prior to the signature of the Final Plat stating that all conditions of the District have been met. 18. A separate sign application is required for any subdivision sign. 19. As built plans for pressurized irrigation systems shall be submitted to the City of Star prior to signature of the final plat. 20. Applicant shall provide the City with two full size and two 11”x17” copy of the signed recorded final plat with all signatures, prior to any building permits being issued. 21. Development standards for single family residential units shall comply with effective building and zoning requirements at time of building permit issuance, or as approved through the Development Agreement or as stated herein. 22. The mylar/final plat shall be signed by the owner, Surveyor, Central District Health, ACHD and City Engineer, prior to being delivered to the City of Star for City Clerk’s signature. 23. A copy of signed irrigation agreements shall be submitted to the City prior to signature of the final plat. 24. All common areas shall be maintained by the Homeowners Association. 25. The applicant shall provide a sign, to be located at all construction entrances, indicating the rules for all contractors that will be working on the property starting at grading and running through home sales that addresses items including but not limited to dust, music, dogs, starting/stopping hours for contractors (7a.m. start time). Sign shall be approved by the City prior to start of construction. 26. A copy of the recorded CC&R’s shall be submitted to the City of Star prior to any building permits being issued. 27. Prior to signature of the final plat, a signed Irrigation District Agreement with the Irrigation Districts shall be provided to the City of Star. This requirement shall be with each subsequent Final Plat application. 28. Any additional Condition of Approval as required by Staff and City Council. COUNCIL DECISION The Star City Council File # FP-21-10 Norterra Subdivision, Final Plat, Phase 1 on 2021. ---PAGE BREAK--- Norterra Mixed Use Vicinity Map 43°41'25.18" N 116°30'01.44" W Scale: 1 inch approx 400 feet Mar 02, 2021 - landproDATA.com The materials available at this website are for informational purposes only and do not constitute a legal document. Powered by ---PAGE BREAK--- March 30, 2021 Shawn Nickel Planning & Zoning Department City of Star 10769 W. State Street Star, ID 83669 RE: Norterra Subdivision Phase 1 - Final Plat Application I PN 119104 Dear Shawn, We are pleased to submit the enclosed final plat application for the Norterra Subdivision Phase 1. The Project site is generally located on the north side of State Highway 44 between N. Can Ada Road and N. Highbrook Road in Star, Idaho. The Land Group, Inc. is pleased to represent the applicant/developer, TG Development, LLC for this application. The final plat, as submitted, is in conformance with and meets all requirements or conditions of the preliminary plat as approved on October 6, 2020 (PP-20-07). The proposed development is in conformance with all requirements and provisions of the UDC and with acceptable engineering, architectural and surveying practices and local standards. As approved, the Norterra Subdivision Phase 1 includes 19.95-acres with 126 total lots, including 118 single-family residential lots and 8 common open space lots. Conditions of Approval 1. The applicant shall submit a revised preliminary plat updating all lots, including an updated roadway system and street sections to staff for review and acceptance prior to submittal of the first phase of the final plat and/or first building permit. The approved Preliminary Plat for Norterra Subdivision shall comply with all statutory requirements of applicable agencies and districts having jurisdiction in the City of Star. Preliminary Plat attached. 2. The Applicant/Owner shall submit a private street maintenance plan, including future funding, in compliance with Section 8-4D-3C of the UDC. Included in CC&Rs 3. The applicant shall enter into a Development Agreement with the City, agreeing to proportionate share assessment by ITD regarding impacts to the State Highway System. Fees shall be established by ITD prior to recording the Development Agreement. These fees will be collected by the City of Star, by residential phase prior to final plat signature, and as commercial uses are reviewed and approved by the City. Complete. 4. All streets in the development shall be private and shall be constructed to ACHD standards, with a minimum street section of 28’ with two 10’ travel lanes and 4’ bike lanes on both sides, with no parking signs for the “Collector Road”. An 8’ landscape strip with 5’ detached sidewalk shall be ---PAGE BREAK--- Page 2 of 3 provided on one side of the “Collector Road” from Highbrook Road to the central north/south street. The applicant shall submit details for the remaining streets for the residential lots as part of the revised preliminary plat. All private streets and common drives shall meet the requirements of the Star Fire District. Included 5. The property with the approved Preliminary Plat shall be satisfactorily weed abated at all times, preventing a public nuisance, per Star City Code. Understood 6. Street trees shall be installed per Chapter 8, Section 8-8C-2-M(2) Street Trees. Understood Please note, the buildings, associated flatwork, landscape and irrigation illustrated on the residential lots is shown for reference only and will be constructed at a later date. 7. All signed Irrigation District Agreements with the Irrigation Districts shall be provided to the City of Star with each subsequent Final Plat application. Included 8. Pressurized irrigation systems shall comply with the Irrigation District(s) and the City of Star Codes. Plans for pressurized irrigation systems shall be submitted to, and approved by the City of Star Engineer, prior to installation. Understood 9. A plat note supporting the “Right to Farm Act” as per Idaho Code Title 22, Chapter 45, shall be shown on the Final Plat. Done – See Final Plat Note 8. 10. A copy of the CC&R’s shall be submitted to the City of Star at Final Plat. Will be submitted prior to City Engineer signature. 11. A letter from the US Postal Service shall be given to the City at Final Plat stating the subdivision is in compliance with the Postal Service. The location shown is approved, letter to follow. 12. A form signed by the Star Sewer & Water District shall be submitted to the City prior to the signature of the Final Plat stating that all conditions of the District have been met. Understood 13. A plat note shall state that development standards for residential development shall comply with the effective building and zoning requirements at time of building permit issuance, unless amended in the Development Agreement or CUP conditions. Included 14. Streetlights shall comply with the Star City Code and shall be of the same design throughout the entire subdivision. Streetlights shall be continuous throughout the subdivision and shall be maintained by the Homeowners Association. Streetlights shall be installed prior to any building occupancy. Design shall follow Code with requirements for light trespass and “Dark Skies” lighting. The applicant shall work with Staff on the style of the lights. Understood 15. All common areas shall be maintained by the Homeowners Association. Understood 16. The applicant shall provide a sign, to be located at all construction entrances, indicating the rules for all contractors that will be working on the property starting at grading and running through home sales that addresses items including but not limited to dust, music, dogs, starting/stopping hours for contractors (7a.m. start time). Sign shall be approved by the City prior to start of any construction. Understood 17. A sign application is required for any subdivision signs. Understood ---PAGE BREAK--- Page 3 of 3 As you complete your review, please don’t hesitate to let me know if we can provide any additional information to clarify the project’s vision. I can be reached via email to [EMAIL REDACTED] or at [PHONE REDACTED]. Sincerely, Tamara Thompson Director of Client Services The Land Group, Inc. Enclosures - Final Plat Application and with specified supporting attachments ---PAGE BREAK--- T SS SS G G G G G G G G G G T EP SADDLEBROOK SUBDIVISION PHASE 3 SADDLEBROOK SUBDIVISION PHASE 4 SADDLEBROOK SUBDIVISION PHASE 5 GV G R/W R/W R/W R/W R/W ENDSLEY COURT SUBDIVISION EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP IRR EP EP EP EP EP EP EP EP EP T EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP CO EG EG EG EG EG EG EG EG EG R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W S.18 S.13 S.7 S.12 S.18 S.7 SW SECTION CORNER SECTION 7 T.4N.,R.1W.,B.M. 5 20 5 EP SD SD PROPOSED 50' IRRIGATION & PATHWAY EASEMENT PROPOSED 50' IRRIGATION & PATHWAY EASEMENT 10' EXISTING 20' SEWER EASEMENT EXISTING 100' DRAIN 9B EASEMENT TO BE VACATED WITH TILED REALIGNMENT EXISTING 50' DRAIN 9B EASEMENT EXISTING 25' FLAKE LATERAL EASEMENT R/W R/W R/W R/W LOT 123 32,722-SF LOT 14 6,656-SF R/W HIGHBROOK 688-SF LOT 1 5,744-SF LOT 24 81,217-SF R/W CAN ADA 7,629-SF LOT 126 10,953-SF LOT 124 71,220-SF 8''W 8''SS 8''W 8''W 8''W 8''SS 8''SS 8''SS 8''SS 8''W 8''W 8''W 8''SS 8''SS 8''SS 8''W 8''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 12''W W GIRR 18''SD 18''SD 15''SD SAN EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP MTR EP EP 15''GIRR 8''W 8''W SD SD SD SD SD SD SD SD 30' PROPOSED UTILITY AND CROSS ACCESS EASEMENT 30' PROPOSED UTILITY AND CROSS ACCESS EASEMENT Curve Table CURVE C1 LENGTH 2174.68' RADIUS 11399.16' DELTA 10°55'50" CHORD BEARING S77°03'47"E CHORD LENGTH 2171.38' Horizontal Scale: 0 100' 200' 1" = 100' Preliminary Plat - Project Overview Vicinity Map SITE N. Deerhaven Way W. Sample Farm Dr. N. Highbrook Way State Highway 44 (ITD) RESIDENTIAL: TOTAL OPEN SPACE: 181,849.98 SF (21.4%) TOTAL QUALIFIED OPEN SPACE: 147,894.79 SF Open Space Calculations: N. Can Ada Road W. Gambrell St. N. Quincannon Way File Location: g:\2019\119104\cad\prelim plat\119104 pp site overview.dwg Last Plotted By:kevin maus Date Plotted: Tuesday, January 26 2021 at 05:45 PM Pre Plat 01.26.2021 NORTERRA MIXED USE TG Development, LLC NE CORNER CAN ADA RD & SH 44 Star, Id 119104 Preliminary Plat PP-01 Project Overview Revisions 1. 07.23.2020 - CITY COMMENTS Date of Issuance: Project No.: Project Milestone: PP-02 - AREA A PP-03 - AREA B PP-04 - AREA C PP-05 - AREA D PP-06 - AREA E PP-07 - AREA F PP-08 - AREA G PP-09 - AREA H PP-10 - AREA I Planning Notes: Sheet Notes: CURRENT ZONING: RUT PROPOSED ZONING: CBD, R-7 DIMENSIONAL STANDARDS: R-7: (CODE) MINIMUM STREET FRONTAGE 35-FT FRONT SETBACK: 15-FT REAR SETBACK: 15-FT INTERIOR SIDE SETBACK: 5-FT STREET SIDE SETBACK: 10-FT STREET LANDSCAPE BUFFER: 35-FT (COLLECTOR) MAXIMUM BUILDING HEIGHT: 35-FT CBD: FRONT SETBACK: 0-FT REAR SETBACK: 0-FT INTERIOR SIDE SETBACK: 0-FT STREET SIDE SETBACK: 0-FT MAXIMUM BUILDING HEIGHT: N/A 1. SEE L SERIES SHEETS FOR LANDSCAPE PLANS. 2. A 20' WIDE EASEMENT SHALL BE GRANTED TO STAR SEWER & WATER DISTRICT FOR ALL MAINS OUTSIDE THE PUBLIC RIGHTS OF WAY. 3. REFER TO SHEET PP-02 FOR ROADWAY STREET SECTIONS. THE LAND GROUP, INC. ENGINEER: ERIC CRONIN, P.E. SURVEYOR : MIKE FEMENIA, P.L.S. LANDSCAPE ARCHITECT: PHIL HULL, L.A. 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 PH: [PHONE REDACTED] Owner / Developer: TG DEVELOPMENT, LLC BRENT THOMPSON PO BOX 910188 ST. GEORGE, UT 84791 PH: [PHONE REDACTED] DRAINAGE DISTRICT #2 ALLEN FUNKHOUSER 455 SOUTH 3RD STREET BOISE, IDAHO 83702 PH: [PHONE REDACTED] HANK DAY 11184 W. STATE STREET STAR, ID 83669 PH: [PHONE REDACTED] MIDDLETON IRRIGATION ASSOCIATION, INC. MIDDLETON MILL DITCH CO. P.O. BOX 848 MIDDLETON, ID 83644 PH: [PHONE REDACTED] BOUNDARY LINE ROADWAY CENTERLINE PARCEL LINE/ RIGHT-OF-WAY LINE BLOCK & PARCEL NUMBER ATTACHED SIDEWALK WITH 3" ROLLED CURB & GUTTER ATTACHED SIDEWALK WITH 6" VERTICAL CURB & GUTTER Legend: B1 L01 Project Engineer /Surveyor/ Landscape: Irrigation & Drainage Company Contacts: Star Sewer & Water District Contact: W. Endsley St. N. Can-Ada Road W. State Street (Hwy 44) N. Star Road Sheet Index Sheet Number Sheet Title PRELIMINARY PLAT PP-01 PROJECT OVERVIEW PP-01A PROPOSED ZONING PLAN PP-01B PHASING PLAN PP-01C EXISTING CONDITIONS PP-02 AREA A PP-03 AREA B PP-04 AREA C PP-05 AREA D PP-06 AREA E PP-07 AREA F PP-08 AREA G PP-09 AREA H PP-10 AREA I Sheet Index Sheet Number Sheet Title PP-20 UTILITY OVERVIEW PP-21 UTILITY PLAN AREA A PP-22 UTILITY PLAN AREA B PP-23 UTILITY PLAN AREA C PP-24 UTILITY PLAN AREA D PP-25 UTILITY PLAN AREA E PP-26 UTILITY PLAN AREA F PP-27 UTILITY PLAN AREA G PP-28 UTILITY PLAN AREA H PP-29 UTILITY PLAN AREA I PP-30 GRADING OVERVIEW PP-31 GRADING & DRAINAGE PLAN AREA A PP-32 GRADING & DRAINAGE PLAN AREA B PP-33 GRADING & DRAINAGE PLAN AREA C Sheet Index Sheet Number Sheet Title PP-34 GRADING & DRAINAGE PLAN AREA D PP-35 GRADING & DRAINAGE PLAN AREA E PP-36 GRADING & DRAINAGE PLAN AREA F PP-37 GRADING & DRAINAGE PLAN AREA G PP-38 GRADING & DRAINAGE PLAN AREA H PP-39 GRADING & DRAINAGE PLAN AREA I PP-L1.00 LANDSCAPE PLAN 2 PP-02 1 PP-02 R-7: (PROPOSED) 29-FT 15-FT 15-FT (DETACHED) / 10-FT (ATTACHED) 5-FT 10-FT (LOCAL) / 5-FT (ALLEY) 35-FT 35-FT N. Quincannon Lane (Private) Project Summary: Number Sq-Ft Acres % SINGLE FAMILY: 20 171,192 ±3.9 8.1% TOWNHOUSE: 98 314,999 ±7.2 14.9% COMMERCIAL: 32 1,100,476 ±25.3 52.3% COMMON / LANDSCAPE: 7 217,853 ±5.0 10.3% PRIVATE STREETS: 2 252,601 ±5.8 11.9% DEDICATED RIGHT-OF-WAY: - 52,538 ±1.21 2.5% TOTAL LOTS: 159 - - - TOTAL PROJECT AREA: - 2,109,559 ±48.4 - Project Summary: Residential Commercial AREA: 868,929 SF / ±19.95 AC 1,240,630 SF / ±28.48 AC UNITS: 118 32 DENSITY 6.04 UNITS / AC - BLDG. AREA: - 338,293-SF BLDG. COVERAGE: - 11,706-SF / AC Street A Dr. (Private) Alley B Alley A Alley C Alley D Alley B Lane 1 (Private) Lane 2 (Private) 1 PP-05 1 PP-05 1 PP-05 01/26/2021 ---PAGE BREAK--- EP SADDLEBROOK SUBDIVISION PHASE 3 SADDLEBROOK SUBDIVISION PHASE 4 SADDLEBROOK SUBDIVISION PHASE 5 R/W R/W R/W R/W R/W ENDSLEY COURT SUBDIVISION EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP X LOT 40 LOT 53 LOT 66 LOT 28 LOT 26 LOT 27 LOT 31 LOT 30 LOT 29 LOT 46 LOT 45 LOT 44 LOT 43 LOT 42 LOT 41 LOT 36 LOT 39 LOT 38 LOT 37 LOT 34 LOT 35 LOT 33 LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 LOT 70 LOT 67 LOT 68 LOT 69 LOT 71 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 LOT 55 LOT 54 LOT 49 LOT 52 LOT 51 LOT 50 LOT 47 LOT 48 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 32 LOT 74 LOT 75 LOT 76 LOT 73 LOT 77 LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 LOT 102 R/W R/W R/W R/W R/W R/W LOT 123 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 14 LOT 114 LOT 103 LOT 122 LOT 121 LOT 120 LOT 119 LOT 118 LOT 117 LOT 116 LOT 115 LOT 124 LOT 2 LOT 25 LOT 15 LOT 13 LOT 23 LOT 72 LOT 1 LOT 24 LOT 126 LOT 125 S.18 S.13 S.7 S.12 S.18 S.7 SW SECTION CORNER SECTION 7 T.4N.,R.1W.,B.M. 5 20 5 EP S00°31'36"W 173.97' S06°47'42"W 100.75' S00°31'36"W 395.00' S68°49'45"E 226.89' S81°09'59"E 443.62' S18°12'01"W 43.79' S00°31'36"W 29.40' N71°35'52"W 298.29' C1 S88°26'34"E 1830.65' P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L LOT 143 LOT 132 LOT 142 LOT 140 LOT 129 LOT 133 LOT 144 LOT 141 LOT 149 LOT 153 LOT 131 LOT 134 LOT 135 LOT 125 LOT 130 LOT 156 LOT 127 LOT 128 LOT 150 LOT 145 LOT 146 LOT 136 LOT 159 LOT 158 LOT 157 LOT 155 LOT 154 LOT 151 LOT 148 LOT 147 LOT 139 LOT 138 LOT 152 LOT 137 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EP SADDLEBROOK SUBDIVISION PHASE 3 SADDLEBROOK SUBDIVISION PHASE 4 SADDLEBROOK SUBDIVISION PHASE 5 R/W R/W R/W R/W R/W ENDSLEY COURT SUBDIVISION EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EG EG S09°47'56"W 332.16' N00°35'06"E 686.85' Curve Table CURVE C1 LENGTH 2174.68' RADIUS 11399.16' DELTA 10°55'50" CHORD BEARING N77°03'47"W CHORD LENGTH 2171.38' Horizontal Scale: 0 100' 200' 1" = 100' Preliminary Plat - Proposed Zoning Plan W. Sample Farm Dr. N. Highbrook Way State Highway 44 (ITD) N. Can Ada Road N. Quincannon Way File Location: g:\2019\119104\cad\prelim plat\119104 pp site zonning plan.dwg Last Plotted By:kevin maus Date Plotted: Tuesday, January 26 2021 at 05:51 PM Pre Plat 01.26.2021 NORTERRA MIXED USE TG Development, LLC NE CORNER CAN ADA RD & SH 44 Star, Id 119104 Preliminary Plat PP-01A Proposed Zoning Plan Revisions 1. Date of Issuance: Project No.: Project Milestone: N. Quincannon Lane PROPOSED ZONING R-7 PROPOSED ZONING R-7 PROPOSED ZONING CBD PROPOSED ZONING CBD W. Gambrell St. W. Endsley St. Street A Dr. (Private) Alley B Alley A Alley D Alley B Alley C Lane 1 (Private) Lane 2 (Private) N. Deerhaven Way 01/26/2021 ---PAGE BREAK--- G G G G G G G G G G T EP SADDLEBROOK SUBDIVISION PHASE 3 SADDLEBROOK SUBDIVISION PHASE 4 SADDLEBROOK SUBDIVISION PHASE 5 GV G R/W R/W R/W R/W R/W ENDSLEY COURT SUBDIVISION W W W W EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP T EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP X LOT 40 LOT 53 LOT 66 LOT 28 LOT 26 LOT 27 LOT 31 LOT 30 LOT 29 LOT 46 LOT 45 LOT 44 LOT 43 LOT 42 LOT 41 LOT 36 LOT 39 LOT 38 LOT 37 LOT 34 LOT 35 LOT 33 LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 LOT 70 LOT 67 LOT 68 LOT 69 LOT 71 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 LOT 55 LOT 54 LOT 49 LOT 52 LOT 51 LOT 50 LOT 47 LOT 48 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 32 LOT 74 LOT 75 LOT 76 LOT 73 LOT 77 LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 109 LOT 110 LOT 111 LOT 112 LOT 113 LOT 102 R/W R/W R/W R/W R/W R/W LOT 123 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 14 LOT 114 LOT 103 LOT 122 LOT 121 LOT 120 LOT 119 LOT 118 LOT 117 LOT 116 LOT 115 LOT 124 LOT 2 LOT 25 LOT 15 LOT 13 LOT 23 LOT 72 LOT 1 LOT 24 LOT 126 LOT 125 S.18 S.13 S.7 S.12 S.18 S.7 SW SECTION CORNER SECTION 7 T.4N.,R.1W.,B.M. 5 20 5 EP SD SD S00°31'36"W 173.97' S06°47'42"W 100.75' S00°31'36"W 395.00' S68°49'45"E 226.89' S81°09'59"E 443.62' S18°12'01"W 43.79' S09°47'56"W 332.16' S00°31'36"W 29.40' N00°35'06"E 686.85' N71°35'52"W 298.29' C1 S88°26'34"E 1830.65' P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L LOT 143 LOT 132 LOT 142 LOT 140 LOT 129 LOT 133 LOT 144 LOT 141 LOT 149 LOT 153 LOT 131 LOT 134 LOT 135 LOT 125 LOT 130 LOT 156 LOT 127 LOT 128 LOT 150 LOT 145 LOT 146 LOT 136 LOT 159 LOT 158 LOT 157 LOT 155 LOT 154 LOT 151 LOT 148 LOT 147 LOT 139 LOT 138 LOT 152 LOT 137 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W Curve Table CURVE C1 LENGTH 2174.68' RADIUS 11399.16' DELTA 10°55'50" CHORD BEARING N77°03'47"W CHORD LENGTH 2171.38' Horizontal Scale: 0 100' 200' 1" = 100' Preliminary Plat - Phasing Plan N. Deerhaven Way W. Sample Farm Dr. N. Highbrook Way State Highway 44 (ITD) N. Can Ada Road File Location: g:\2019\119104\cad\prelim plat\119104 pp site phasing plan.dwg Last Plotted By:kevin maus Date Plotted: Tuesday, January 26 2021 at 05:56 PM Pre Plat 01.26.2021 NORTERRA MIXED USE TG Development, LLC NE CORNER CAN ADA RD & SH 44 Star, Id 119104 Preliminary Plat PP-01B Phasing Plan Revisions 1. Date of Issuance: Project No.: Project Milestone: PHASE 1 PHASE 1 PHASE 1 PHASE 2 PHASE 2 PHASE 3 PHASE 3 W. Gambrell St. N. Quincannon Way N. Quincannon Lane W. Endsley St. Street A Dr. (Private) Alley B Alley A Alley D Alley B Alley C N. Highbrook Way Lane 1 (Private) Lane 2 (Private) 01/26/2021 ---PAGE BREAK--- S.12 S.13 S.7 S.18 S.18 S.7 S09°47'56"W 332.16' L2 L1 L3 S81°09'59"E 443.62' S68°49'45"E 226.89' N68°49'45"W 240.33' N81°09'59"W 380.30' N88°26'34"W 1739.67' C1 S00°36'48"W 251.05' N00°35'06"E 679.24' L4 S88°25'20"E 2504.60' S00°35'06"W 642.67' Line Table LINE L1 L2 L3 L4 BEARING S00°31'36"W S18°12'01"W S00°31'36"W N71°35'52"W LENGTH 29.40' 43.79' 53.43' 86.44' Curve Table CURVE C1 LENGTH 17.77' RADIUS 233.00' DELTA 4°22'13" CHORD BEARING N75°59'50"W CHORD LENGTH 17.77' W. Endsley Lane (Private) Alley B (Private) N. Quincannon Lane (Private) Alley D (Private) Alley C (Private) Alley A (Private) N. Can Ada Rd. W. State St. (Hwy 44) N. Highbrook Way U N P L A T T E D U N P L A T T E D ENDSLEY COURT SUBDIVISION BK. 117, PG. 17841 OF PLATS SADDLEBROOK SUBDIVISION PHASE 4 BK. 94, PG. 11538 OF PLATS SADDLEBROOK SUBDIVISION PHASE 5 BK. 97, PG. 12087 OF PLATS SILKWOOD SUBDIVISION BK. 118, PG. 18008 OF PLATS SADDLEBROOK SUBDIVISION PHASE 3 BK. 94, PG. 11523 OF PLATS S88°26'34"E 1855.66' GOV'T LOT 4 SE OF SW 462.06' 604.94' 735.88' 16.77' PLS 17665 35.01' 1252.30' 1252.30' 10' WIDE PUBLIC UTILITIES EASEMENT PER INST. No. . 10' WIDE PUBLIC UTILITIES EASEMENT PER INST. No. . 10' WIDE PUBLIC UTILITIES EASEMENT PER INST. No. . 20' WIDE SEWER EASEMENT PER INST. No. 102084178 31' WIDE PUBLIC UTILITIES AND INGRESS/EGRESS EASEMENT PER INST. No. . SEE SHEETS 2-5 FOR LOT DIMENSIONS AND ADDITIONAL EASEMENTS Lane A (Private) 31' WIDE PUBLIC UTILITIES AND INGRESS/EGRESS EASEMENT PER INST. No. . BASIS OF BEARING PLS 7316 PLS 7316 W. Endsley St. N. Deerhaven Way W. Sample Farm Dr. 1.00' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 123 PLS 7316 23 24 24 23 23 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 64 65 66 67 68 69 70 71 72 63 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 112 113 114 110 111 108 109 106 107 104 105 103 115 116 117 118 119 120 121 122 124 124 125 126 23 23 BLOCK 1 BLOCK 1 BLOCK 1 S.12 S.7 N00°35'06"E 1321.91' Final Plat for Norterra Subdivision Phase 1 Situated in a Portion of Gov't Lot 4 and the SE 1/4 of the SW 1/4 of Section 7, Township 4 North, Range 1 West, Boise Meridian City of Star, Ada County, Idaho 2021 SHEET 1 OF 7 PN 119104 462 East Shore Drive, Suite 100 Eagle, ID 83616 PH:(208) 939-4041 150' 300' 0 Referenced Surveys 1. PLAT FOR SADDLEBROOK SUBDIVISION PHASE 3, BOOK 94 OF PLATS AT PAGES 11523 THROUGH 11525, RECORDS OF ADA COUNTY, IDAHO. 2. PLAT FOR SADDLEBROOK SUBDIVISION PHASE 4, BOOK 94 OF PLATS AT PAGES 11538 THROUGH 11540, RECORDS OF ADA COUNTY, IDAHO. 3. PLAT FOR SADDLEBROOK SUBDIVISION PHASE 5, BOOK 97 OF PLATS AT PAGES 12087 THROUGH 12089, RECORDS OF ADA COUNTY, IDAHO. 4. PLAT FOR SILKWOOD SUBDIVISION, BOOK 118 OF PLATS AT PAGES 18008 THROUGH 18014, RECORDS OF ADA COUNTY, IDAHO. 5. PLAT FOR ENDSLEY COURT SUBDIVISION, BOOK 117 OF PLATS AT PAGES 17841 THROUGH 17846, RECORDS OF ADA COUNTY, IDAHO. 6. RECORD OF SURVEY No. 5676, RECORDS OF ADA COUNTY, IDAHO. 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE, REAR LOT LINES AND THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE & PRESSURE IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. 2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PRESSURE IRRIGATION EASEMENT UNLESS DIMENSIONED OTHERWISE. 3. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF STAR APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. CURRENT REGULATION FOR THE FRONT SETBACKS IS 15' TO LIVING SPACE AND 20' TO THE GARAGE. 4. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISION AND SHALL BE SUBJECT TO THE CITY OF STAR APPROVAL. 5. LOTS 1, 14, 24, 124, 125, AND 126, BLOCK 1; ARE NON-BUILDABLE COMMON USE LANDSCAPING AREA LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE NORTERRA COMMUNITY ASSOCIATION, INC. OR ASSIGNS, FOR SUCH USES AS DESIGNATED WITHIN THE DECLARATION OF COVENANTS, CONDITIONS & RESTRICTIONS FOR THE SUBDIVISION, AS AMENDED FROM TIME TO TIME. 6. LOTS 23 AND 125, BLOCK 1 ARE DESIGNATED AS COMMON ROADWAY LOTS FOR INGRESS/EGRESS ACCESS THROUGHOUT THIS SUBDIVISION. SAID LOTS ARE ENCUMBERED BY A BLANKET PUBLIC UTILITIES EASEMENT TO RUN WITH THE LAND. 7. DEVELOPMENT STANDARDS FOR RESIDENTIAL DEVELOPMENT SHALL COMPLY WITH THE EFFECTIVE BUILDING AND ZONING REQUIREMENTS AT TIME OF BUILDING PERMIT ISSUANCE, UNLESS AMENDED IN THE DEVELOPMENT AGREEMENT OR CUP CONDITIONS. 8. IN COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 THE OWNER OF THIS SUBDIVISION HAS PROVIDED AN UNDERGROUND IRRIGATION SYSTEM AND SHALL BE OWNED & MAINTAINED BY THE NORTERRA HOMEOWNER'S ASSOCIATION. LOTS WITHIN THE SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS FROM THE MIDDLETON MILL DITCH COMPANY FOR SAID IRRIGATION WATER. EASEMENTS ARE PROVIDED FOR ALL PRESSURE IRRIGATION PIPING. 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 10. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH THE ADA COUNTY HIGHWAY DISTRICT AS RECORDED IN INSTRUMENT RECORDS OF ADA COUNTY, IDAHO. 11. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH THE DRAINAGE DISTRICT No. 2 AS RECORDED IN INSTRUMENT RECORDS OF ADA COUNTY, IDAHO. 12. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH THE MIDDLETON MILL DITCH COMPANY, MIDDLETON IRRIGATION ASSOCIATION, INC., AND THE FLAKE DITCH COMPANY, AS RECORDED IN INSTRUMENT RECORDS OF ADA COUNTY, IDAHO. 13. THIS SUBDIVISION IS SUBJECT TO A DEVELOPMENT AGREEMENT ASSOCIATED WITH REZONE APPLICATION #AZ-17-01 RECORDED IN INSTRUMENT No. 2018-000698 AND ALL SUBSEQUENT MODIFICATIONS. 14. DIRECT ACCESS ONTO N. CAN ADA ROAD IS PROHIBITED. 15. THIS SUBDIVISION IS LOCATED WITHIN ZONE X AS IDENTIFIED ON THE FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 16001C0135J. Notes Legend FOUND ALUMINUM CAP MONUMENT FOUND 5/8" REBAR WITH PLASTIC CAP, PLS 13550 OR AS SHOWN FOUND 1/2" REBAR WITH PLASTIC CAP, PLS 13550 FOUND 1-1/4" COPPER DISC, TLG PLS 13550 SET 5/8"x24" REBAR WITH PLASTIC CAP, MSF 13550 SET 1/2"x24" REBAR WITH PLASTIC CAP, MSF 13550 SET 1-1/4" COPPER DISC W/ MAGNET, MSF 13550 CALCULATED POINT (NOTHING FOUND OR SET) LOT NUMBER SUBDIVISION BOUNDARY LINE SECTION LINE RIGHT-OF-WAY LINE LOT LINE ADJACENT PROPERTY LINE EASEMENT LINE 1 Survey Narrative THIS PLAT WAS PREPARED FOR THE DEVELOPMENT OF THE NORTERRA SUBDIVISION PHASE 1. THE PROPERTY BEING PLATTED IS ADJACENT TO THE SOUTH BOUNDARY LINES OF SADDLEBROOK SUBDIVISIONS PHASE 3, 4 & 5, AND SILKWOOD SUBDIVISION, AND THE WESTERLY BOUNDARY LINE OF ENDSLEY COURT SUBDIVISION. THE CORNER MONUMENTS FOR SAID SUBDIVISIONS WERE HELD FOR THOSE BOUNDARY LINES. THE WESTERLY BOUNDARY LINE OF THE SUBDIVISION SHOW HEREON IS THE PRESCRIPTIVE RIGHT OF WAY LINE FOR NORTH CAN ADA ROAD. THE SOUTH 1/4 CORNER AND THE SOUTHEAST CORNER OF SECTION 7 WERE HELD FOR THE BASIS OF BEARINGS. Scale: 1" = 150' SW COR. SEC. 7 CP&F#[PHONE REDACTED] S1/4 COR. SEC. 7 CP&F#2017-051888 S1/16 COR. SEC. 7 W1/4 COR. SEC. 7 CP&F#2016-033580 POINT OF BEGINNING 04/06/2021 ---PAGE BREAK--- 10' PUE C1 N00°35'06"E 679.24' N88°26'34"W 382.84' C9 N00°35'06"E 71.01' C8 S88°26'34"E 413.12' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.74' 14.00' N89°24'54"W 103.50' N00°35'06"E 249.53' 0.77' C5 C6 S88°26'34"E 27.73' C7 21.00' 29.00' N89°24'54"W 103.50' 29.00' 29.00' N89°24'54"W 103.50' 29.00' S00°35'06"W 230.36' N89°24'54"W 103.50' 29.00' 29.00' N89°24'54"W 103.50' 29.00' 29.00' N89°24'54"W 103.50' 29.00' 29.00' N89°24'54"W 103.50' 29.00' 35.36' 103.51' 33.61' 41.93' 29.00' N01°33'26"E 104.00' 4.93' C3 36.88' N09°06'51"E 81.93' N01°33'26"E 104.00' 75.00' N01°33'26"E 104.00' 75.00' N01°33'26"E 104.00' N88°26'34"W 1574.18' N01°33'26"E 104.00' 84.00' N66°32'30"W 77.57' C2 N89°24'54"W 21.08' 63.03' N00°35'06"E 195.05' S89°24'54"E 23.28' C4 N86°16'44"E 31.42' 31.00' 33.32' 29.00' 29.00' 29.00' 29.00' S88°26'34"E 1022.38' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 946.90' C11 C12 40.69' 30.65' 29.00' 15.33' S01°33'26"W 108.50' N00°35'06"E 88.68' C10 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' S88°26'34"E 850.37' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' 1 2 3 4 5 6 25 26 27 28 29 30 31 32 73 74 75 76 77 78 79 80 81 41 40 39 38 37 36 35 34 33 42 24 23 23 S87°13'13"E 31.02' N00°38'15"W 31.02' 31.02' N01°33'26"E 104.00' 84.00' N01°33'26"E 104.00' 84.00' 7 8 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' C15 20.85' 35.38' C16 S01°33'26"W 71.00' 43 44 45 46 75.00' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W N00°34'52"E 375.40' N05°23'16"W 100.24' 123.97' C13 43.02' 81.30' 89.00' 125 126 82 83 84 85 86 87 Alley B (Private) Alley A (Private) W. Endsley Lane (Private) Alley C (Private) N. Can Ada Rd. Lane A (Private) 24 N88°26'34"W 1739.67' S88 3 S88° 31 35.00' 89.00' 75.00' 75.00' 75.00' 75.00' 84.00' 84.00' 84.00' 50' DRAINAGE DISTRICT No. 2 DRAIN 9A EASEMENT INST. No. . 124.38' 50' DRAINAGE DISTRICT No. 2 DRAIN 9A EASEMENT INST. No. . POINT OF BEGINNING 10' PUE 10' PUE 10' PUE 10' PUE 9' PUE 9' PUE 10' PUE S88°26'34"E 1855.66' DEDICATED RIGHT-OF-WAY 28.63' 10' PUE 9.24' S I L K W O O D S U B D I V I S I O N U N P L A T T E D S A D D L E B R O O K S U B D I V I S I O N P H A S E 5 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 10' PUE Lane A (Private) 9.5' PUE PER INST No. . 31' WIDE INGRESS/EGRESS EASEMENT PER INST. No. . 10' PUE 33.5' PUE PER INST. No. . C14 50' DRAINAGE DISTRICT No. 2 DRAIN 9A EASEMENT INST. No. . 9.5' PUE 45.45' 45.45' 35.00' Curve Table (This Sheet Only) CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 LENGTH 17.77' 18.76' 47.78' 23.64' 31.25' 39.67' 13.90' 14.56' 30.30' 30.96' 16.22' 126.81' 55.04' 37.27' 30.63' 14.23' RADIUS 233.00' 47.00' 125.00' 314.50' 98.00' 175.00' 19.50' 19.50' 19.50' 19.50' 136.00' 264.00' 233.00' 233.00' 19.50' 19.50' DELTA 4°22'13" 22°52'25" 21°54'04" 4°18'22" 18°16'05" 12°59'22" 40°50'17" 42°46'58" 89°01'40" 90°58'20" 6°49'55" 27°31'19" 13°32'05" 9°09'53" 90°00'00" 41°48'37" CHORD BEARING N75°59'50"W N77°58'42"W N77°29'32"W N88°25'55"E S84°35'14"E S81°56'53"E S19°50'03"E N21°58'34"E N43°55'44"W N46°04'16"E N63°29'04"W N73°49'46"W S80°34'46"E N82°45'52"W S46°33'26"W S19°20'53"E CHORD LENGTH 17.77' 18.64' 47.49' 23.63' 31.11' 39.59' 13.61' 14.22' 27.34' 27.81' 16.21' 125.60' 54.91' 37.23' 27.58' 13.92' Final Plat for Norterra Subdivision Phase 1 SHEET 2 OF 7 PN 119104 462 East Shore Drive, Suite 100 Eagle, ID 83616 PH:(208) 939-4041 40' 80' 0 Scale: 1" = 40' See Sheet 1 for Notes & Legend MATCH LINE SEE SHEET 3 MATCH LINE SEE SHEET 3 MATCH LINE SEE SHEET 5 04/06/2021 ---PAGE BREAK--- N88°26'34"W 1739.67' 29.00' 29.00' 29.00' 29.00' 29.00' S88°26'34"E 1022.38' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 42.54' 3.13' C22 C23 946.90' 29.00' N01°33'26"E 104.00' .00' N01°33'26"E 104.00' 84.00' N01°33'26"E 104.00' 84.00' N01°33'26"E 104.00' 84.00' N01°33'26"E 104.00' 84.00' 8 9 10 11 12 103.50 C15 20.85' 35.38' C16 S01°33'26"W 71.00' 46 108.50 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' C21 S01°33'26"W 92.13' 23.04' N01°33'26"E 104.00' 91.00' N01°33'26"E 104.00' 64.00' N01°33'26"E 104.00' 96.00' N01°33'26"E 104.00' 81.00' C18 N01°33'26"E 71.00' C17 37.53' S01°33'26"W 103.50' 23.00' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 27.71' 42.25' C19 S01°33'26"W 71.00' C20 C26 N01°33'26"E 71.00' C27 36.53' S01°33'26"W 103.50' 22.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' 89.00' 23.17' S01°33'26"W 108.50' 42.67' N01°33'26"E 92.13' C25 29.00' S01°33'26"W 108.50' 29.00' 29.00' S01°33'26"W 108.50' 29.00' 29.00' S01°33'26"W 108.50' 29.00' 29.00' S01°33'26"W 108.50' 29.00' 29.00' S01°33'26"W 108.50' 29.00' 2 N8 N88°26'34"W 331.14' S88°26'34"E 331.14' C24 3.13' S88°26' S88°26'34"E 427.78' S88°26'34"E 398.71' 86 87 Alley C (Private) 13 14 15 16 47 48 49 50 51 52 53 55 56 54 57 58 59 60 61 62 63 64 65 107 106 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 23 23 23 23 Alley B (Private) W. Endsley Lane (Private) N. Quincannon Lane (Private) N88°26'34"W 850.37' S88°26'34"E 31.00' S88°26'34"E 31.00' S88°26'34"E 31.00' 89.00' 108 124 66 N01°33'26"E 31.00' N01°33'26"E 31.00' 4.00' 84.00' 11' 11' N. Quincannon Wa 20' WIDE SSWD EASEMENT INST. No. 10' PUE 10' PUE 10' PUE 10' PUE 10' PUE 10' PUE 10' PUE 10' PUE 10' PUE 0 8.61' 10.1' 10' PUE 10' PUE 10' PUE 10' PUE S88°26'34"E 360.21' S88°26'34"E 1574.18' 84.00' 84.00' 84.00' 91.00' 64.00' 96.00' 81.00' N88°26'34"W 1855.66' S A D D L E B R O O K S U B D I V I S I O N P H A S E 5 U N P L A T T E D S A D D L E B R O O K S U B D I V I S I O N P H A S E 4 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 vate) 9.5' PUE PER INST No. . 31' WIDE INGRESS/EGRESS EASEMENT PER INST. No. . 10' PUE PER INST No. . Lane A (Private) 1/16TH SECTION LINE 1/16TH SECTION LINE 50' DRAINAGE DISTRICT No. 2 DRAIN 9A EASEMENT INST. No. . 32.85' 678.62' 24 Curve Table (This Sheet Only) CURVE C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 LENGTH 30.63' 14.23' 14.23' 30.63' 14.23' 30.63' 30.63' 49.63' 7.88' 57.06' 30.63' 30.63' 14.23' RADIUS 19.50' 19.50' 19.50' 19.50' 19.50' 19.50' 19.50' 369.50' 20.23' 400.50' 19.50' 19.50' 19.50' DELTA 90°00'00" 41°48'37" 41°48'37" 90°00'00" 41°48'37" 90°00'00" 90°00'00" 7°41'45" 22°18'15" 8°09'48" 90°00'00" 90°00'00" 41°48'37" CHORD BEARING S46°33'26"W S19°20'53"E N22°27'45"E N43°26'34"W S19°20'53"E S46°33'26"W S43°26'34"E S05°24'18"W S20°49'52"W N05°38'20"E N46°33'26"E N43°26'34"W N22°27'45"E CHORD LENGTH 27.58' 13.92' 13.92' 27.58' 13.92' 27.58' 27.58' 49.59' 7.83' 57.01' 27.58' 27.58' 13.92' Final Plat for Norterra Subdivision Phase 1 SHEET 3 OF 7 PN 119104 462 East Shore Drive, Suite 100 Eagle, ID 83616 PH:(208) 939-4041 40' 80' 0 Scale: 1" = 40' See Sheet 1 for Notes & Legend MATCH LINE SEE SHEET 4 MATCH LINE SEE SHEET 4 MATCH LINE SEE SHEET 2 MATCH LINE SEE SHEET 2 04/06/2021 ---PAGE BREAK--- S09°47'56"W 332.16' L2 L1 N01°33'26"E 104.00' N01°33'26"E 104.00' 81.00' N01°33'26"E 104.00' 81.00' N01°33'26"E 104.00' 81.00' N01°33'26"E 104.00' 81.00' N01°33'26"E 104.00' 81.00' N01°33'26"E 104.00' N49°52'06"E 27.70' C34 19.25' S01°33'26"W 103.50' 0' 00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' S01°33'26"W 103.50' 29.00' 29.00' 33.67' C28 S01°33'26"W 71.00' C29 19.14' 0' S01°33'26"W 108.50' 29.00' S01°33'26"W 108.50' 29.00' 29.00' S01°33'26"W 108.50' 29.00' 29.00' S01°33'26"W 108.50' 29.00' 29.00' S01°33'26"W 108.50' 29.00' 29.00' S01°33'26"W 108.50' 29.00' 29.00' S01°33'26"W 108.50' 29.00' C30 S01°33'26"W 84.50' S01°33'26"W 4.50' 37.47' 17.97' N88°26'34"W 370.14' 31.00' S88°26'34"E 134.50' S84°47'53"E 119.05' 678.62' 30.50' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 34.00' 17.55' C32 C33 30.50' S88°26'34"E 103.50' 29.00' S88°26'34"E 103.50' 29.00' S88°26'34"E 103.50' 29.00' S88°26'34"E 103.50' 29.00' S88°26'34"E 103.50' 29.00' S88°26'34"E 103.50' 29.00' S88°26'34"E 103.50' 98.53' 21.00' C31 S01°33'26"W 225.50' S01°33'26"W 238.50' S88°26'34"E 360.21' S88°26'34"E 116.08' 5 108 109 110 111 112 113 114 124 123 66 67 68 69 70 71 72 115 116 117 118 119 120 121 122 17 18 19 20 21 22 23 W. Endsley Lane (Private) W. Endsley St. Alley D (Private) N. Deerhaven Way 81.00' 81.00' 81.00' 81.00' 297.48' 20' SEWER EASEMENT INST. NO. 102084178 20' EXIST. WATER EASEMENT 30' DRAINAGE DISTRICT No. 2 DRAIN 9A EASEMENT INST. No. . 10' PUE 10' PUE 10' PUE 50' DRAINAGE DISTRICT No. 2 DRAIN 9A EASEMENT INST. No. . 1.86' 10' PUE 10' PUE 10' PUE 10' PUE C35 Alley B (Private) 10' PUE 10' PUE S88°26'34"E 31.00' N01°33'33"E 31.00' 40' WIDE SSWD EASEMENT PER INST. No. . 28.24' 87.54' N88°26'34"W 1739.67' 103.50' 8.88' 16.77' PLS 7316 S88°26'34"E 1574.18' S88°26'34"E 1855.66' 81.00' 81.00' S A D D L E B R O O K S U B D I V I S I O N P H A S E 4 U N P L A T T E D S A D D L E B R O O K S U B D I V I S I O N P H A S E E N D S L E Y C O U R T S U B D I V I S I O N BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 23 23 123 Curve Table (This Sheet Only) CURVE C28 C29 C30 C31 C32 C33 C34 C35 LENGTH 14.23' 30.63' 30.63' 14.23' 27.39' 201.73' 46.38' 248.11' RADIUS 19.50' 19.50' 19.50' 19.50' 20.00' 55.00' 55.00' 55.00' DELTA 41°48'37" 90°00'00" 90°00'00" 41°48'37" 78°27'47" 210°09'07" 48°18'40" 258°27'47" CHORD BEARING S19°20'53"E S46°33'21"W S43°26'34"E N22°27'45"E S49°12'41"E N64°56'39"E N64°17'14"W N40°47'19"E CHORD LENGTH 13.92' 27.58' 27.58' 13.92' 25.30' 106.21' 45.01' 85.21' Line Table (This Sheet Only) LINE L1 L2 BEARING S00°31'36"W S18°12'01"W LENGTH 29.40' 43.79' Final Plat for Norterra Subdivision Phase 1 SHEET 4 OF 7 PN 119104 462 East Shore Drive, Suite 100 Eagle, ID 83616 PH:(208) 939-4041 40' 80' 0 Scale: 1" = 40' See Sheet 1 for Notes & Legend MATCH LINE SEE SHEET 3 MATCH LINE SEE SHEET 3 MATCH LINE SEE SHEET 5 04/06/2021 ---PAGE BREAK--- L2 L3 S81°09'59"E 443.62' S68°49'45"E 226.89' N68°49'45"W 240.33' N81°09'59"W 380.30' W. Sample Farm Dr. 30' DRAINAGE DISTRICT No. 2 DRAIN 9A EASEMENT INST. No. . N. Highbrook Way 50' DRAINAGE DISTRICT No. 2 DRAIN 9A EASEMENT INST. 2017-118683 64.65' 1.86' 26.78' DEDICATED RIGHT-OF-WAY 124 E N D S L E Y C O U R T S U B D I V I S I O N U N P L A T T E D E N D S L E Y C O U N P L A T T E D BLOCK 1 R/W R/W R/W C1 S00°36'48"W 251.05' L4 C11 C12 31.02' N00°34'52"E 375.40 C13 N71°35'52"W 38.71' 81.30' 125 126 Lane A (Private) 124.38' 50' DRAINAGE DISTRICT No. 2 DRAIN 9A EASEMENT INST. No. . N. Can Ada Rd. W. State St. (Hwy 44) 220.41' N00°35'06"E 679.24' 32.17' 23.10' 227.95' N88°26'34"W 1739.67 DEDICATED RIGHT-OF-WAY U N P L A T T E D BLOCK 1 10' PUE 33.5' PUE PER INST. No. . C14 9.5' PUE 45.45' 45.45' Line Table (This Sheet Only) LINE L2 L3 L4 BEARING S18°12'01"W S00°31'36"W N71°35'52"W LENGTH 43.79' 53.43' 86.44' Curve Table (This Sheet Only) CURVE C1 C11 C12 C13 C14 LENGTH 17.77' 16.22' 126.81' 55.04' 37.27' RADIUS 233.00' 136.00' 264.00' 233.00' 233.00' DELTA 4°22'13" 6°49'55" 27°31'19" 13°32'05" 9°09'53" CHORD BEARING N75°59'50"W N63°29'04"W N73°49'46"W S80°34'46"E N82°45'52"W CHORD LENGTH 17.77' 16.21' 125.60' 54.91' 37.23' Final Plat for Norterra Subdivision Phase 1 SHEET 5 OF 7 PN 119104 462 East Shore Drive, Suite 100 Eagle, ID 83616 PH:(208) 939-4041 40' 80' 0 Scale: 1" = 40' See Sheet 1 for Notes & Legend MATCH LINE SEE SHEET 4 MATCH LINE SEE SHEET 2 04/06/2021 ---PAGE BREAK--- Final Plat for Norterra Subdivision Phase 1 SHEET 6 OF 7 PN 119104 462 East Shore Drive, Suite 100 Eagle, ID 83616 PH:(208) 939-4041 Certificate of Owners BY: BRENT THOMPSON, MANAGING MEMBER ITERRA HOLDINGS, LLC STATE OF ) ) SS COUNTY OF ) ON THIS DAY OF , IN THE YEAR , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED BRENT THOMPSON, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGING MEMBER OF ITERRA HOLDINGS, LLC, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. MY COMMISSION EXPIRES RESIDING IN NOTARY PUBLIC FOR Acknowledgment I, MICHAEL S. FEMENIA, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. Certificate of Surveyor KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED: A PARCEL OF LAND LOCATED IN A PORTION OF GOVERNMENT LOT 4 AND A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF STAR, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 7, (FROM WHICH THE SOUTH ONE QUARTER CORNER OF SAID SECTION 7 BEARS SOUTH 88°25'20” EAST, 2504.60 FEET); THENCE ON THE WEST SECTION LINE OF SAID SECTION 7, NORTH 00°35'06” EAST, 1321.91 FEET, TO THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 4 AND THE POINT OF BEGINNING; THENCE LEAVING SAID WEST SECTION LINE, SOUTH 88° 26' 34" EAST, 36.01 FEET, ON THE NORTH LINE OF SAID GOVERNMENT LOT 4, TO THE SOUTHWESTERLY CORNER OF SILKWOOD SUBDIVISION, AS SAME IS SHOWN ON THE OFFICIAL PLAT THEREOF, AT BOOK 118, PAGE 18001 OF PLATS, ADA COUNTY RECORDS; THENCE ON THE SOUTH BOUNDARY LINE OF SAID SILKWOOD SUBDIVISION AND THE SOUTH BOUNDARY LINES OF SADDLEBROOK SUBDIVISION PHASE 5, AS SAME IS SHOWN ON THE OFFICIAL PLAT THEREOF, AT BOOK 97, PAGE 12087 OF PLATS, ADA COUNTY RECORDS, SADDLEBROOK SUBDIVISION PHASE 4, AS SAME IS SHOWN ON THE OFFICIAL PLAT THEREOF, AT BOOK 94, PAGE 11538 OF PLATS, ADA COUNTY RECORDS, AND SADDLEBROOK SUBDIVISION PHASE 3, AS SAME IS SHOWN ON THE OFFICIAL PLAT THEREOF, AT BOOK 94, PAGE 11523 OF PLATS, ADA COUNTY RECORDS, SOUTH 88° 26' 34" EAST, 1819.65 FEET, TO THE NORTHWESTERLY CORNER OF ENDSLEY COURT SUBDIVISION, AS SAME IS SHOWN ON THE OFFICIAL PLAT THEREOF, AT BOOK 117, PAGE 17841 OF PLATS, ADA COUNTY RECORDS; THENCE LEAVING SAID NORTH LINE, SOUTH 00° 31' 36" WEST, 29.40 FEET, ON THE WESTERLY BOUNDARY LINE OF SAID ENDSLEY COURT SUBDIVISION; THENCE CONTINUING ON THE WESTERLY AND SOUTHERLY BOUNDARY LINES OF SAID ENDSLEY COURT. SUB., SOUTH 09° 47' 56" WEST, 332.16 FEET; THENCE SOUTH 18° 12' 01" WEST, 43.79 FEET; THENCE SOUTH 81° 09' 59" EAST, 443.62 FEET; THENCE SOUTH 68° 49' 45" EAST, 226.89 FEET; THENCE LEAVING SAID SOUTHERLY BOUNDARY LINE, SOUTH 00° 31' 36" WEST, 53.43 FEET; THENCE NORTH 68° 49' 45" WEST, 240.33 FEET; THENCE NORTH 81° 09' 59" WEST, 380.30 FEET; THENCE NORTH 88° 26' 34" WEST, 1739.67 FEET, A POINT OF CURVATURE; THENCE 17.77 FEET ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 233.00 FEET, A CENTRAL ANGLE OF 04° 22' 13", AND WHOSE LONG CHORD BEARS NORTH 75° 59' 50" WEST, 17.77 FEET; THENCE SOUTH 00° 36' 48" WEST, 251.05 FEET, TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF WEST STATE STREET (HWY 44); THENCE ON SAID NORTHERLY RIGHT OF WAY LINE, NORTH 71° 35' 52" WEST, 86.44 FEET, TO A POINT ON AFOREMENTIONED WEST LINE OF SECTION 7; THENCE ON SAID WEST LINE, NORTH 00°35'06” EAST, 679.24 FEET, TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 20.34 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM AN EXISTING STAR SEWER AND WATER DISTRICT MAIN LINE LOCATED IN THE SUBJECT SUBDIVISION, AND STAR SEWER AND WATER DISTRICT, HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION. 04/06/2021 ---PAGE BREAK--- Final Plat for Norterra Subdivision Phase 1 SHEET 7 OF 7 PN 119104 462 East Shore Drive, Suite 100 Eagle, ID 83616 PH:(208) 939-4041 SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. Approval of Central District Health CENTRAL DISTRICT HEALTH PRESIDENT Approval of Ada County Highway District THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF , IN THE YEAR 20 . ADA COUNTY HIGHWAY DISTRICT CITY ENGINEER Approval of City Engineer I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF STAR, ADA COUNTY, IDAHO, ON THIS DAY ,HEREBY APPROVE APPROVE THIS PLAT. COUNTY SURVEYOR Certificate of County Surveyor I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. PLS DATE DATE COUNTY TREASURER Certificate of the County Treasurer I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF IDAHO CODE 50-1308 DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. COUNTY OF ADA ) STATE OF IDAHO ) DEPUTY ) SS EX-OFFICIO RECORDER County Recorder's Certificate FEE: I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC. AT MINUTES PAST O'CLOCK ON THIS DAY OF , IN THE YEAR 20 , IN BOOK OF PLATS AT PAGES THROUGH , INSTRUMENT No. . CITY OF STAR CLERK Approval of City of Star I, THE UNDERSIGNED, , CITY CLERK IN AND FOR THE CITY OF STAR, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , IN THE YEAR 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. 04/06/2021 ---PAGE BREAK--- L1.01 - AREA A L1.02 - AREA B L1.03 - AREA C L1.04 - AREA D L1.01 - AREA A L1.02 - AREA B L1.02 - AREA B L1.03 - AREA C L1.03 - AREA C L1.04 - AREA D R/W R/W R/W R/W R/W R/W EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W Single Family Lots SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W GIRR SAN EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP MTR EP EP 6''SD SD 6''SD CO CO CO CO 10''SD 10''SD 10''SD 10''SD CO CO CO SP MW MW MW MW R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SADDLEBROOK SUBDIVISION PHASE 3 PI SAN SAN PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI SAN MTR MTR MTR MTR MTR MTR MTR MTR MTR EG EG EG EG EG EG EG EG EG EG WTR PI S S S S S S SD SD SD SD SD SAN PI PI PI MW PI D SP IRR IRR MTR MTR EP EP N. HIGHBROOK WAY SD SD 36 GIRR SAN SAN SADDLEBROOK SUBDIVISION PHASE 4 W. Endsley Lane (Private) Alley B (Private) Alley A (Private) N. Quincannon Lane (Private) N. Can Ada Road N. Deerhaven Way W. Sample Farm Dr. W. Endsley Lane (Private) W. Endsley Lane (Private) Landscape Plan Notes: 1. REFERENCE LANDSCAPE NOTES ON SHEET L1.50. 2. REFERENCE SOIL AMENDMENT NOTES ON SHEET L1.50. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. 4. ALL PLAN MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN ASSOCIATION OF NURSERYMAN'S NATIONAL STANDARD SPECIFICATIONS. 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 6. CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION CONTRACTOR. 7. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. 8. ALL NON-TURF PLANTERS SHALL RECEIVE 4" LAYER BLACK AND TAN ROCK MULCH. 9. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 10. BUILDINGS AND ASSOCIATED FLATWORK, LANDSCAPE, AND IRRIGATION SHOWN ON RESIDENTIAL LOTS SHOWN FOR REFERENCE ONLY. THESE AREAS SHALL BE CONSTRUCTED AT A LATER DATE. ALL COMMON LOTS AND RIGHT-OF-WAY SHALL BE CONSTRUCTED AS PART OF THIS PACKAGE. Horizontal Scale: 0 100' 200' 1" = 100' Landscape Plan - Overall Revisions 1. Date of Issuance: Project No.: Project Milestone: CONSTRUCTION NOT FOR L1.01 - AREA A L1.02 - AREA B L1.03 - AREA C L1.04 - AREA D File Location: g:\2019\119104\cad\_cd\119104 cd l1.00 landscape plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:33 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Landscape Plan L1.00 Overall Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- L1.01 - AREA A L1.01 - AREA A L1.02 - AREA B R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EP EP EP EP EP EP EP EP EP EP TG TG GA PI PFV PO MS AS MS PI PO AS MS PC AS PI PFV PO MS GA TG PFV PN GS PX PX CC PN PX PC GS PFV PI PC MS GS MS TG TG TG TG TG GA GA GA GA GA GA GA TG TG TG TG TG (1 TG PI PFV PC PI PO AS PI PFV AS GA PC GA PC GA FP FP FP FP FP FP FP CO HX RB HB EU RR HB EU HB HX RB HI HX RR HI HX BG BG BG HX BG BK HI CO HI HX HI HX HI CO BG BG HX RR BG HX BG EU EU RB HB HX HB HB RB HX CF HX BK HX HI CO LS EU RR HB EU RR LS BK CF HX HI CV PM BG HX RR HX HI CO CH CF BG HI BG HX RR HX HI CO CH CF BG HI BG HX RR HX HI CO CH CF BG HI B H (3 HX HI CO C C BG HI HI HX BK HX BG CO HI HI HP BG RR HX BG BG HO HC BG CO HI HX HI HI HX BK HX BG CO HI HI HP BG HI HX BK CO HI HI HP HI CO BG HX BK HX HI CV PM BG HI CO BG HX BK HX HI CV PM BG HI CO BG HX BK HX HI CV PM BG BK HX BG HP BG HI LS LS EU RR LS RR RR LS EU HB RR EU LS RR HB PH RR EU LS RR HX BG BG HO HC BG CO HI HX HI RR HX BG BG HO HC BG CO HI HX HI HC HM HC HC HB HC HC HM HC HC HC HC HC HC HC HC HC HC HC HC HM HM HM HM HM SAN SAN SAN SAN SAN SAN EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP CO CO CO MW MW HM HM HM HM HM HM HM HM BK (19) HB RB RR (15) BK (17) HB RR (12) Alley C (Private) Alley A (Private) W. Endsley Lane (Private) 1 1 HM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Landscape Material Legend: Keynotes: 1. LANDSCAPE AND IRRIGATION SHALL BE INSTALLED BY HOMEOWNER/DEVELOPER WHEN LOT IS DEVELOPED. CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. # BLACK AND TAN ROCK MULCH AT 4" DEPTH, SEE LANDSCAPE NOTES ON THIS SHEET. CUT EDGE WHERE PLANTER ABUTS LAWN. TURF SOD, SEE TABLE ON SHEET L1.50. NON-MOWN TURF FESCUE, SEE TABLE ON SHEET L1.50. LARGE BASALT BOULDERS, LOCALLY SOURCED, 3'-4' DIA. TYP. SEE DETAIL 4/L1.50. Fence Legend 6' WROUGHT IRON FENCE, SEE DETAIL 5/L1.50. COLOR: BLACK. INSTALL ONE GATE FOR EACH RESIDENCE. TREES BOTANICAL / COMMON NAME SIZE CONTAINER AS ACER MIYABEI `STATE STREET` / MIYABEI MAPLE 2" CAL. B&B CC CERCIS CANADENSIS `RISING SUN` / RISING SUN REDBUD 1" CAL. B&B FP FRAXINUS `PATMORE` / `PATMORE` GREEN ASH 2" CAL. B&B GA GINKGO BILOBA `AUTUMN GOLD` TM / AUTUMN GOLD MAIDENHAIR TREE 2" CAL. B&B GS GLEDITSIA TRIACANTHOS `SKYLINE` / SKYLINE HONEY LOCUST 2" CAL. B&B LE LIRIODENDRON TULIPIFERA `EMERALD CITY` TM / EMERALD CITY TULIP TREE 2" CAL. B&B MS MALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE 2" CAL. B&B PN PRUNUS CERASIFERA `NEWPORT` / NEWPORT FLOWERING PLUM 2" CAL. B&B PX PRUNUS X CERASIFERA `CRIPOIZAM` / CRIMSON POINTE FLOWERING PLUM 2" CAL. QR QUERCUS RUBRA / RED OAK 2" CAL. B&B TG TILIA CORDATA `GREENSPIRE` / GREENSPIRE LITTLELEAF LINDEN 2" CAL. B&B EVERGREEN TREES BOTANICAL / COMMON NAME SIZE CONTAINER PC PICEA PUNGENS / COLORADO SPRUCE 8` HT. B&B PFV PINUS FLEXILIS `VANDERWOLF`S PYRAMID` / VANDERWOLF`S PYRAMID PINE 6` HT. B&B PI PICEA OMORIKA `RIVERSIDE` / BRUNS SERBIAN SPRUCE 10` HT. B&B PO PINUS NIGRA `OREGON GREEN` / OREGON GREEN PINE 8` HT. B&B SHRUBS BOTANICAL / COMMON NAME SIZE CONTAINER BG BUXUS X `GLENCOE` / CHICAGOLAND GREEN BOXWOOD 2 GAL BK BUXUS SEMPERVIRENS `KATERBERG` TM / NORTH STAR BOXWOOD 1 GAL CF CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / KARL FOERSTER FEATHER REED GRASS 2 GAL CH CORNUS ALBA `BAILHALO` TM / IVORY HALO DOGWOOD 5 GAL CO CAREX OSHIMENSIS `EVERGOLD` / VARIEGATED JAPANESE SEDGE 1 GAL CV CORNUS SERICEA `VARIEGATA` / REDTWIG DOGWOOD 5 GAL EU EUONYMUS JAPONICUS `GREENSPIRE` / GREENSPIRE UPRIGHT EUONYMUS 2 GAL HB HELICTOTRICHON SEMPERVIRENS `BLUE OATS` / BLUE OAT GRASS 2 GAL HC HEUCHERA X `PEACH CRISP` / PEACH CRISP CORAL BELLS 1 GAL HI HYDRANGEA ARBORESCENS `INCREDIBALL` / INCREDIBALL WHITE HYDRANGEA 2 GAL HM HEUCHERA MICRANTHA `PALACE PURPLE` / PALACE PURPLE CORAL BELLS 1 GAL HO HOSTA X `PRAIRIE MOON` / PRAIRIE MOON HOSTA 1 GAL HP HOSTA X `PATRIOT` / PATRIOT HOSTA 1 GAL HX HEMEROCALLIS X `PARDON ME` / PARDON ME DAYLILY 1 GAL LS LIATRIS SPICATA `FLORISTAN WHITE` / FLORISTAN WHITE SPIKE GAYFEATHER 1 GAL PH PINUS SYLVESTRIS `HILLSIDE CREEPER` / HILLSIDE CREEPER SCOTCH PINE 2 GAL PM PANICUM VIRGATUM `HEAVY METAL` / HEAVY METAL SWITCH GRASS 1 GAL RB RHUS TYPHINA `BALTIGER` TM / TIGER EYES SUMAC 5 GAL RR ROSA GROUNDCOVER X `RED` / FLOWER CARPET RED GROUNDCOVER ROSE 2 GAL PLANT_SCHEDULE ALL QTYS SHALL BE CONFIRMED BY CONTRACTOR Horizontal Scale: 0 30' 60' 1" = 30' Landscape Plan-Area A Revisions 1. Date of Issuance: Project No.: Project Milestone: CONSTRUCTION NOT FOR File Location: g:\2019\119104\cad\_cd\119104 cd l1.00 landscape plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:34 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Landscape Plan L1.01 Area A Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- L1.02 - AREA B L1.01 - AREA A L1.02 - AREA B L1.02 - AREA B L1.03 - AREA C PX PX PX TG TG TG TG GA FP FP FP FP FP FP TG TG TG TG TG TG GA PC PFV PO PFV AS PI AS PC PI PI PFV PC GS MS GS MS AS PI PFV PO GA TG PX TG TG TG TG TG TG FP GA GA GA GA TG TG TG TG TG TG FP FP FP FP TG TG TG BG HX RR HX HI CO CH CF BG HI BG HX RR HX HI CO CH CF BG HI BG HX RR HX HI CO CH CF BG HI BG HX RR HX HI CO CH CF BG HI BG HX RR HX HI CO CH CF BG HI HI HX BK CO HI HI HP HI HX BK HX BG CO HI HI HP BG HI HX BK HX BG CO HI HI HP BG HI HX BK CO HI HI HP HI CO BG HX BK HX HI CV PM BG HI CO BG HX BK HX HI CV PM BG HI CO BG HX BK HX HI CV PM BG HI CO BG HX BK HX HI CV PM BG H C BG HX CV PM BG RR EU LS RR HB PH RR EU LS BG HO BG BK HX BG RR EU LS HC HX EU LS PH (10) HB RR RR HX BG BG HO HC BG CO HI HX HI RR HX BG BG HO HC BG CO HI HX HI RR HX BG BG HO HC BG CO HI HX HI RR HX BG BG HO HC BG CO HI HX HI BK HX HI CO RR LS (11) EU HI BG HO HC PH EU HB (10) RR LS RR BK HX BG HP HI HX RR EU LS RR LS EU PH RR EU BK HX BG RR LS EU RR HB PH EU LS CV PM BG BK HX HI HI CO RR LS EU (10) RR (10) HB PH EU LS CH CF HC HC HC HC HC HC HC HC HC HC H HC HC HC HC HC HC HC HC HM HM HM HM BG HC HM HM HM HM HM SAN SAN SAN SAN EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP CO CO SP HM HM HM HM HM HM HM HM HM HM SADDLEBROOK SUBDIVISION PHASE 5 W. Endsley Lane (Private) Alley B (Private) Alley C (Private) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Landscape Material Legend: Keynotes: 1. LANDSCAPE AND IRRIGATION SHALL BE INSTALLED BY HOMEOWNER/DEVELOPER WHEN LOT IS DEVELOPED. CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. # BLACK AND TAN ROCK MULCH AT 4" DEPTH, SEE LANDSCAPE NOTES ON THIS SHEET. CUT EDGE WHERE PLANTER ABUTS LAWN. TURF SOD, SEE TABLE ON SHEET L1.50. NON-MOWN TURF FESCUE, SEE TABLE ON SHEET L1.50. LARGE BASALT BOULDERS, LOCALLY SOURCED, 3'-4' DIA. TYP. SEE DETAIL 4/L1.50. Fence Legend 6' WROUGHT IRON FENCE, SEE DETAIL 5/L1.50. COLOR: BLACK. INSTALL ONE GATE FOR EACH RESIDENCE. TREES BOTANICAL / COMMON NAME SIZE CONTAINER AS ACER MIYABEI `STATE STREET` / MIYABEI MAPLE 2" CAL. B&B CC CERCIS CANADENSIS `RISING SUN` / RISING SUN REDBUD 1" CAL. B&B FP FRAXINUS `PATMORE` / `PATMORE` GREEN ASH 2" CAL. B&B GA GINKGO BILOBA `AUTUMN GOLD` TM / AUTUMN GOLD MAIDENHAIR TREE 2" CAL. B&B GS GLEDITSIA TRIACANTHOS `SKYLINE` / SKYLINE HONEY LOCUST 2" CAL. B&B LE LIRIODENDRON TULIPIFERA `EMERALD CITY` TM / EMERALD CITY TULIP TREE 2" CAL. B&B MS MALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE 2" CAL. B&B PN PRUNUS CERASIFERA `NEWPORT` / NEWPORT FLOWERING PLUM 2" CAL. B&B PX PRUNUS X CERASIFERA `CRIPOIZAM` / CRIMSON POINTE FLOWERING PLUM 2" CAL. QR QUERCUS RUBRA / RED OAK 2" CAL. B&B TG TILIA CORDATA `GREENSPIRE` / GREENSPIRE LITTLELEAF LINDEN 2" CAL. B&B EVERGREEN TREES BOTANICAL / COMMON NAME SIZE CONTAINER PC PICEA PUNGENS / COLORADO SPRUCE 8` HT. B&B PFV PINUS FLEXILIS `VANDERWOLF`S PYRAMID` / VANDERWOLF`S PYRAMID PINE 6` HT. B&B PI PICEA OMORIKA `RIVERSIDE` / BRUNS SERBIAN SPRUCE 10` HT. B&B PO PINUS NIGRA `OREGON GREEN` / OREGON GREEN PINE 8` HT. B&B SHRUBS BOTANICAL / COMMON NAME SIZE CONTAINER BG BUXUS X `GLENCOE` / CHICAGOLAND GREEN BOXWOOD 2 GAL BK BUXUS SEMPERVIRENS `KATERBERG` TM / NORTH STAR BOXWOOD 1 GAL CF CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / KARL FOERSTER FEATHER REED GRASS 2 GAL CH CORNUS ALBA `BAILHALO` TM / IVORY HALO DOGWOOD 5 GAL CO CAREX OSHIMENSIS `EVERGOLD` / VARIEGATED JAPANESE SEDGE 1 GAL CV CORNUS SERICEA `VARIEGATA` / REDTWIG DOGWOOD 5 GAL EU EUONYMUS JAPONICUS `GREENSPIRE` / GREENSPIRE UPRIGHT EUONYMUS 2 GAL HB HELICTOTRICHON SEMPERVIRENS `BLUE OATS` / BLUE OAT GRASS 2 GAL HC HEUCHERA X `PEACH CRISP` / PEACH CRISP CORAL BELLS 1 GAL HI HYDRANGEA ARBORESCENS `INCREDIBALL` / INCREDIBALL WHITE HYDRANGEA 2 GAL HM HEUCHERA MICRANTHA `PALACE PURPLE` / PALACE PURPLE CORAL BELLS 1 GAL HO HOSTA X `PRAIRIE MOON` / PRAIRIE MOON HOSTA 1 GAL HP HOSTA X `PATRIOT` / PATRIOT HOSTA 1 GAL HX HEMEROCALLIS X `PARDON ME` / PARDON ME DAYLILY 1 GAL LS LIATRIS SPICATA `FLORISTAN WHITE` / FLORISTAN WHITE SPIKE GAYFEATHER 1 GAL PH PINUS SYLVESTRIS `HILLSIDE CREEPER` / HILLSIDE CREEPER SCOTCH PINE 2 GAL PM PANICUM VIRGATUM `HEAVY METAL` / HEAVY METAL SWITCH GRASS 1 GAL RB RHUS TYPHINA `BALTIGER` TM / TIGER EYES SUMAC 5 GAL RR ROSA GROUNDCOVER X `RED` / FLOWER CARPET RED GROUNDCOVER ROSE 2 GAL PLANT_SCHEDULE ALL QTYS SHALL BE CONFIRMED BY CONTRACTOR Horizontal Scale: 0 30' 60' 1" = 30' Landscape Plan-Area B Revisions 1. Date of Issuance: Project No.: Project Milestone: CONSTRUCTION NOT FOR File Location: g:\2019\119104\cad\_cd\119104 cd l1.00 landscape plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:34 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Landscape Plan L1.02 Area B Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- L1.03 - AREA C L1.02 - AREA B L1.03 - AREA C L1.03 - AREA C L1.04 - AREA D Single Family Lots PX PX GA AS PI PFV PC GS PC MS GS TG TG TG MS LE QR LE QR LE GS PN PN FP FP FP FP FP FP FP FP FP FP BG HX RR CH CF BG BG HX RR HX HI CO CH CF BG HI HI HX BK HX BG CO HI HI HP BG HI HX BK HX BG CO HI HI HP BG HI CO BG HX BK HX HI CV PM BG HI CO BG HX BK HX HI CV PM BG CO HI HX HI RR HX BG BG HO HC BG CO HI HX HI HX HI CO HI RR RR EU LS CV PM EU HB RR LS RR HX BG RR EU LS RR HB EU LS RR BG HO HC HI CV RR HX EU LS RB HX CO HI CF HX RB EU CF HX RR BG BG HX HX EU RB HI CO HI HX RR BG HX BG HI HX CO HI EU LS RB HX C HC HC HC HC HC HC HC HC HC BG BG BG BG HC HC HB HM HM HM HM HM HM HM HM SAN SAN SAN SAN SAN EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP MTR SD CO CO MW MW CC HM HM R/W R/W R/W R/W R/W R/W R/W B1 L02 8,102-SF R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W B4 L01 32,141-SF B3 L02 7,656-SF B1 L01 3,697-SF PI SAN PI EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG WTR S S PI D Alley D (Private) N. Deerhaven Way W. Sample Farm Dr. W. Endsley Lane (Private) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Landscape Material Legend: Keynotes: 1. LANDSCAPE AND IRRIGATION SHALL BE INSTALLED BY HOMEOWNER/DEVELOPER WHEN LOT IS DEVELOPED. CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. # BLACK AND TAN ROCK MULCH AT 4" DEPTH, SEE LANDSCAPE NOTES ON THIS SHEET. CUT EDGE WHERE PLANTER ABUTS LAWN. TURF SOD, SEE TABLE ON SHEET L1.50. NON-MOWN TURF FESCUE, SEE TABLE ON SHEET L1.50. LARGE BASALT BOULDERS, LOCALLY SOURCED, 3'-4' DIA. TYP. SEE DETAIL 4/L1.50. Fence Legend 6' WROUGHT IRON FENCE, SEE DETAIL 5/L1.50. COLOR: BLACK. INSTALL ONE GATE FOR EACH RESIDENCE. TREES BOTANICAL / COMMON NAME SIZE CONTAINER AS ACER MIYABEI `STATE STREET` / MIYABEI MAPLE 2" CAL. B&B CC CERCIS CANADENSIS `RISING SUN` / RISING SUN REDBUD 1" CAL. B&B FP FRAXINUS `PATMORE` / `PATMORE` GREEN ASH 2" CAL. B&B GA GINKGO BILOBA `AUTUMN GOLD` TM / AUTUMN GOLD MAIDENHAIR TREE 2" CAL. B&B GS GLEDITSIA TRIACANTHOS `SKYLINE` / SKYLINE HONEY LOCUST 2" CAL. B&B LE LIRIODENDRON TULIPIFERA `EMERALD CITY` TM / EMERALD CITY TULIP TREE 2" CAL. B&B MS MALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE 2" CAL. B&B PN PRUNUS CERASIFERA `NEWPORT` / NEWPORT FLOWERING PLUM 2" CAL. B&B PX PRUNUS X CERASIFERA `CRIPOIZAM` / CRIMSON POINTE FLOWERING PLUM 2" CAL. QR QUERCUS RUBRA / RED OAK 2" CAL. B&B TG TILIA CORDATA `GREENSPIRE` / GREENSPIRE LITTLELEAF LINDEN 2" CAL. B&B EVERGREEN TREES BOTANICAL / COMMON NAME SIZE CONTAINER PC PICEA PUNGENS / COLORADO SPRUCE 8` HT. B&B PFV PINUS FLEXILIS `VANDERWOLF`S PYRAMID` / VANDERWOLF`S PYRAMID PINE 6` HT. B&B PI PICEA OMORIKA `RIVERSIDE` / BRUNS SERBIAN SPRUCE 10` HT. B&B PO PINUS NIGRA `OREGON GREEN` / OREGON GREEN PINE 8` HT. B&B SHRUBS BOTANICAL / COMMON NAME SIZE CONTAINER BG BUXUS X `GLENCOE` / CHICAGOLAND GREEN BOXWOOD 2 GAL BK BUXUS SEMPERVIRENS `KATERBERG` TM / NORTH STAR BOXWOOD 1 GAL CF CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / KARL FOERSTER FEATHER REED GRASS 2 GAL CH CORNUS ALBA `BAILHALO` TM / IVORY HALO DOGWOOD 5 GAL CO CAREX OSHIMENSIS `EVERGOLD` / VARIEGATED JAPANESE SEDGE 1 GAL CV CORNUS SERICEA `VARIEGATA` / REDTWIG DOGWOOD 5 GAL EU EUONYMUS JAPONICUS `GREENSPIRE` / GREENSPIRE UPRIGHT EUONYMUS 2 GAL HB HELICTOTRICHON SEMPERVIRENS `BLUE OATS` / BLUE OAT GRASS 2 GAL HC HEUCHERA X `PEACH CRISP` / PEACH CRISP CORAL BELLS 1 GAL HI HYDRANGEA ARBORESCENS `INCREDIBALL` / INCREDIBALL WHITE HYDRANGEA 2 GAL HM HEUCHERA MICRANTHA `PALACE PURPLE` / PALACE PURPLE CORAL BELLS 1 GAL HO HOSTA X `PRAIRIE MOON` / PRAIRIE MOON HOSTA 1 GAL HP HOSTA X `PATRIOT` / PATRIOT HOSTA 1 GAL HX HEMEROCALLIS X `PARDON ME` / PARDON ME DAYLILY 1 GAL LS LIATRIS SPICATA `FLORISTAN WHITE` / FLORISTAN WHITE SPIKE GAYFEATHER 1 GAL PH PINUS SYLVESTRIS `HILLSIDE CREEPER` / HILLSIDE CREEPER SCOTCH PINE 2 GAL PM PANICUM VIRGATUM `HEAVY METAL` / HEAVY METAL SWITCH GRASS 1 GAL RB RHUS TYPHINA `BALTIGER` TM / TIGER EYES SUMAC 5 GAL RR ROSA GROUNDCOVER X `RED` / FLOWER CARPET RED GROUNDCOVER ROSE 2 GAL PLANT_SCHEDULE ALL QTYS SHALL BE CONFIRMED BY CONTRACTOR Horizontal Scale: 0 30' 60' 1" = 30' Landscape Plan-Area C Revisions 1. Date of Issuance: Project No.: Project Milestone: CONSTRUCTION NOT FOR File Location: g:\2019\119104\cad\_cd\119104 cd l1.00 landscape plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:34 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Landscape Plan L1.03 Area C Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- L1.04 - AREA D L1.03 - AREA C L1.04 - AREA D R/W W GIRR EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W B3 L09 7,827-SF B3 L07 7,705-SF B3 L06 7,705-SF B3 L03 7,705-SF B3 L04 7,705-SF B3 L05 7,705-SF B2 L16 7,654-SF B2 L17 7,654-SF B2 L18 7,851-SF B3 L08 7,619-SF R/W R/W R/W R/W R/W R/W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W B3 L02 7,656-SF B3 L01 41,976-SF 8''SS 8''SS 8''SS 8''SS 8''SS PI PI PI PI PI W GIRR PI PI PI PI PI MTR MTR MTR EP GIRR EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG PI S S S S S SD SD 36''GIRR 36''GIRR 36''GIRR 36''GIRR IRR IRR SD SD SD SAN WTR SAN EG EG EG EG EG PI PI MW PI SP IRR IRR 10''W 10''W 10''W 10''W 8''W 8''W W MTR G G G G G G G G G G GIRR G G G G G G G G G G G G G G G G G EP EP EP EP EP EP EP N. HIGHBROOK WAY SD SD EG EG EG EG EG EG EG EG EG EG EG EG 10''GIRR 10''GIRR Landscape Material Legend: Keynotes: 1. LANDSCAPE AND IRRIGATION SHALL BE INSTALLED BY HOMEOWNER/DEVELOPER WHEN LOT IS DEVELOPED. CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. # BLACK AND TAN ROCK MULCH AT 4" DEPTH, SEE LANDSCAPE NOTES ON THIS SHEET. CUT EDGE WHERE PLANTER ABUTS LAWN. TURF SOD, SEE TABLE ON SHEET L1.50. NON-MOWN TURF FESCUE, SEE TABLE ON SHEET L1.50. LARGE BASALT BOULDERS, LOCALLY SOURCED, 3'-4' DIA. TYP. SEE DETAIL 4/L1.50. Fence Legend 6' WROUGHT IRON FENCE, SEE DETAIL 5/L1.50. COLOR: BLACK. INSTALL ONE GATE FOR EACH RESIDENCE. TREES BOTANICAL / COMMON NAME SIZE CONTAINER AS ACER MIYABEI `STATE STREET` / MIYABEI MAPLE 2" CAL. B&B CC CERCIS CANADENSIS `RISING SUN` / RISING SUN REDBUD 1" CAL. B&B FP FRAXINUS `PATMORE` / `PATMORE` GREEN ASH 2" CAL. B&B GA GINKGO BILOBA `AUTUMN GOLD` TM / AUTUMN GOLD MAIDENHAIR TREE 2" CAL. B&B GS GLEDITSIA TRIACANTHOS `SKYLINE` / SKYLINE HONEY LOCUST 2" CAL. B&B LE LIRIODENDRON TULIPIFERA `EMERALD CITY` TM / EMERALD CITY TULIP TREE 2" CAL. B&B MS MALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE 2" CAL. B&B PN PRUNUS CERASIFERA `NEWPORT` / NEWPORT FLOWERING PLUM 2" CAL. B&B PX PRUNUS X CERASIFERA `CRIPOIZAM` / CRIMSON POINTE FLOWERING PLUM 2" CAL. QR QUERCUS RUBRA / RED OAK 2" CAL. B&B TG TILIA CORDATA `GREENSPIRE` / GREENSPIRE LITTLELEAF LINDEN 2" CAL. B&B EVERGREEN TREES BOTANICAL / COMMON NAME SIZE CONTAINER PC PICEA PUNGENS / COLORADO SPRUCE 8` HT. B&B PFV PINUS FLEXILIS `VANDERWOLF`S PYRAMID` / VANDERWOLF`S PYRAMID PINE 6` HT. B&B PI PICEA OMORIKA `RIVERSIDE` / BRUNS SERBIAN SPRUCE 10` HT. B&B PO PINUS NIGRA `OREGON GREEN` / OREGON GREEN PINE 8` HT. B&B SHRUBS BOTANICAL / COMMON NAME SIZE CONTAINER BG BUXUS X `GLENCOE` / CHICAGOLAND GREEN BOXWOOD 2 GAL BK BUXUS SEMPERVIRENS `KATERBERG` TM / NORTH STAR BOXWOOD 1 GAL CF CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / KARL FOERSTER FEATHER REED GRASS 2 GAL CH CORNUS ALBA `BAILHALO` TM / IVORY HALO DOGWOOD 5 GAL CO CAREX OSHIMENSIS `EVERGOLD` / VARIEGATED JAPANESE SEDGE 1 GAL CV CORNUS SERICEA `VARIEGATA` / REDTWIG DOGWOOD 5 GAL EU EUONYMUS JAPONICUS `GREENSPIRE` / GREENSPIRE UPRIGHT EUONYMUS 2 GAL HB HELICTOTRICHON SEMPERVIRENS `BLUE OATS` / BLUE OAT GRASS 2 GAL HC HEUCHERA X `PEACH CRISP` / PEACH CRISP CORAL BELLS 1 GAL HI HYDRANGEA ARBORESCENS `INCREDIBALL` / INCREDIBALL WHITE HYDRANGEA 2 GAL HM HEUCHERA MICRANTHA `PALACE PURPLE` / PALACE PURPLE CORAL BELLS 1 GAL HO HOSTA X `PRAIRIE MOON` / PRAIRIE MOON HOSTA 1 GAL HP HOSTA X `PATRIOT` / PATRIOT HOSTA 1 GAL HX HEMEROCALLIS X `PARDON ME` / PARDON ME DAYLILY 1 GAL LS LIATRIS SPICATA `FLORISTAN WHITE` / FLORISTAN WHITE SPIKE GAYFEATHER 1 GAL PH PINUS SYLVESTRIS `HILLSIDE CREEPER` / HILLSIDE CREEPER SCOTCH PINE 2 GAL PM PANICUM VIRGATUM `HEAVY METAL` / HEAVY METAL SWITCH GRASS 1 GAL RB RHUS TYPHINA `BALTIGER` TM / TIGER EYES SUMAC 5 GAL RR ROSA GROUNDCOVER X `RED` / FLOWER CARPET RED GROUNDCOVER ROSE 2 GAL PLANT_SCHEDULE ALL QTYS SHALL BE CONFIRMED BY CONTRACTOR Horizontal Scale: 0 30' 60' 1" = 30' Landscape Plan-Area D Revisions 1. Date of Issuance: Project No.: Project Milestone: CONSTRUCTION NOT FOR File Location: g:\2019\119104\cad\_cd\119104 cd l1.00 landscape plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:34 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Landscape Plan L1.04 Area D Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- A. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. B. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. PLACE 4" OF ROCK MULCH OVER SUBGRADE SOIL TO ACHIEVE FINISH GRADE. FINISH GRADE RELATED TO ADJACENT SITE ELEMENTS SHALL BE: B.1. 1-INCH BELOW TOP OF ADJACENT PAVEMENT, VALVE BOX, VAULT, ETC. B.2. 3-INCHES BELOW TOP OF CURB UNLESS NOTED OTHERWISE. C. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, SOD AREAS A MINIMUM OF 12" OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE. D. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE. VERIFY SUITABILITY OF SURFACE SOIL TO PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A) PROVIDE APPROVED IMPORTED TOPSOIL, OR IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. E. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. F. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. G. ALL LANDSCAPE AREAS SHALL BE WEED FREE AT THE TIME OF LANDSCAPE INSTALLATION.REMOVE ALL ROOTS, WEEDS, ROCKS AND FOREIGN MATERIAL ON THE SURFACE. H. NEW TREE PLANTING, SEE DETAIL 1&2/L1.50. CONTRACTOR SHALL STAKE ALL TREES DEEMED NECESSARY, FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. CONTRACTOR'S OPTION. I. NEW SHRUB PLANTING. SEE DETAIL 3/L1.50. J. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. K. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. L. TREE PIT BACKFILL PLANTING MIX: BLEND TOPSOIL AND SOIL AMENDMENTS AND FERTILIZER FOR TREE PIT BACKFILL AT THE FOLLOWING RATES. BLEND AMENDMENTS THOROUGHLY WITH SOIL BACKFILL. TREE PITS SHALL BE 5'x5'x1.5' (37.5 CF/ 1.5 CY). APPLICATION RATES: -HUMIC ACID: 25 LBS PER TREE PIT -COMMERCIAL GRADE COMPOST - 10 CUBIC FEET PER TREE PIT -PLANTING TABLET FERTILIZER - 4 TABLETS PER TREE PIT -CALCIFIED DIATOMACEOUS EARTH - 75 LBS PER TREE PIT M. SHRUB PIT BACKFILL PLANTING MIX: BLEND TOPSOIL AND SOIL AMENDMENTS AND FERTILIZER FOR SHRUB PIT BACKFILL AT THE FOLLOWING RATES. BLEND AMENDMENTS WITH THOROUGHLY WITH SOIL BACKFILL. SHRUB PITS SHALL BE 2.5'x2.5'x1' (6.25 CF/ 0.25 CY). APPLICATION RATES: -HUMIC ACID: 2 LBS PER SHRUB PIT -COMMERCIAL GRADE COMPOST - 2 CUBIC FEET PER SHRUB PIT -PLANTING TABLET FERTILIZER - 2 TABLETS PER SHRUB PIT -CALCIFIED DIATOMACEOUS EARTH - 15 LBS PER SHRUB PIT N. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. O. CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES FOR LANDSCAPE ROCK MULCH TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT. LANDSCAPE BOULDERS, PHOTO SUBMITTAL IS ADEQUATE. FOR ROCK MULCH, SUBMIT 1 GALLON BAG SAMPLE TO OWNER. Landscape Notes: Soil Amendment Notes: A. PRODUCTS A.1. SOIL AMENDMENT: COMPOST A.1.a. COMPOST SHALL BE MEASURED BY THE CUBIC YARD AT THE POINT OF LOADING. A.1.b. COMPOST SHALL BE A WELL DECOMPOSED, STABLE, WEEDFREE ORGANIC MATTER SOURCE. IT SHALL BE DERIVED FROM AGRICULTURAL, FOOD, OR INDUSTRIAL RESIDUALS; BIOSOLIDS (TREATED SEWAGE SLUDGE); YARD TRIMMINGS OR SOURCE-SEPARATED OR MIXED SOLID WASTE. THE PRODUCT SHALL CONTAIN NO SUBSTANCES TOXIC TO PLANTS, WILL POSSESS NO OBJECTIONABLE ODORS AND SHALL NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED. A.1.c. COMPOST SHALL MEET THE FOLLOWING PARAMETERS: A.1.c.a. PH - ACCEPTABLE RANGE: 6.0 - 8.4 (1:5 BY WEIGHT) A.1.c.b. SOLUBLE SALTS - ACCEPTABLE RANGE: 0-7 MMHOS/CM (1:5 BY WEIGHT) A.1.c.c. MATURITY INDICATORS: A.1.c.d. AMMONIA N / NITRATE N RATIO - < 4 A.1.c.e. CARBON TO NITROGEN RATION < 12 A.1.c.f. PARTICLE SIZE: 98% PASS THROUGH 1/2-INCH SCREEN. A.1.c.g. PHYSICAL CONTAMINANTS (INERT MATTER): LESS THAN 1% A.1.c.h. SUBMIT LAB TESTING INDICATING COMPLIANCE WITH THE PARAMETERS ABOVE. LAB TESTING SHALL ALSO PROVIDE THE FOLLOWING INFORMATION: BULK DENSITY; % INORGANICS; % MOISTURE; PARTICLE SIZE DISTRIBUTION, PRIMARY & SECONDARY NUTRIENTS; TRACE ELEMENTS; ORGANIC MATTER EXPRESSED IN PERCENTAGE AND POUNDS PER CY. A.2. SOIL AMENDMENT: PRE PLANT FERTILIZER. A.2.a. NPK FERTILIZER: WILBUR-ELLIS PERFECTION 16-20-0. A.2.b. HUMIC ACID: LIVE EARTH HUMATE SOIL CONDITIONER. A.3. SOIL AMENDMENT: TURF STARTER FERTILIZER A.3.a. NPK FERTILIZER: WILBUR-ELLIS PERFECTION MIX #29 15-15-15 WITH MINORS B. EXECUTION B.1. SOIL AMENDMENTS: AFTER APPROXIMATE FINISHED GRADES HAVE BEEN ESTABLISHED SOIL SHALL BE CONDITIONED AND FERTILIZED IN THE FOLLOWING MANNER. SOIL AMENDMENTS SHALL, AT THE FOLLOWING RATE, BE UNIFORMLY SPREAD AND CULTIVATED THOROUGHLY BY MEANS OF MECHANICAL TILLER INTO THE TOP SOIL LAYER; MINIMUM 4 INCH DEPTH AND MAXIMUM 6 INCH DEPTH. B.1.a. APPLICATION RATES: 1) SOIL AMENDMENT: COMPOST - 1 CY PER 1000 SF 2) SOIL AMENDMENT: HUMIC ACID - 15 LBS PER 1000 SF 3) SOIL AMENDMENT: NPK 16-20-0 - 3 LBS PER 1000 SF B.2. PLACEMENT AND TILLING OF SOIL AMENDMENTS LISTED IN THIS SECTION MUST BE COMPLETED PRIOR TO SOD PLACEMENT. CONTRACTOR SHALL PHOTO DOCUMENT INSTALLATION OF ALL SOIL AMENDMENTS AND MECHANICAL TILLING AND PROVIDE TO THE ARCHITECT FOR REVIEW AND APPROVAL. TURF SOD LOLIUM PERENNE ALLAIRELL / PERENNIAL RYEGRASS 15% 12 LBS / 1000SF LOLIUM PERENNE MAHATTAN II / PERENNIAL RYEGRASS 15% POA PRATENSIS 'IMPERIAL BLUE' / IMPERIAL BLUE KENTUCKY BLUEGRASS 60% Non-mown Fescue Seed Mix- Hydro Seed FESTUCA RUBRA COMMUTATA/CHEWING FESCUE 25% 12LBS/1000SF FESTUCA OVINA/SHEEP FESCUE 25% FESTUCA RUBRA/CREEPING RED FESCUE 25% FESTUCA FESCUE 25% Seeding Notes HYDRO SEEDING A. MATERIALS A.1. HYDRO-MULCH MATERIAL: A.1.A. CELLULOSE WOOD FIBER WITH NO GROWTH OR GERMINATION INHIBITING FACTORS, DYED GREEN. MATERIAL SHALL HAVE EQUILIBRIUM AIR-DRY MOISTURE CONTENT OF TWELVE (12) PERCENT, PLUS OR MINUS TWO PERCENT, AT TIME OF MANUFACTURE. A.1.B. FIBER SHALL DISPERSE RAPIDLY IN WATER FORMING HOMOGENEOUS SLURRY AND REMAINING IN SUCH STATE WHEN AGITATED IN HYDRO-MULCHING EQUIPMENT. A.1.C. QUALITY STANDARD: SOILGUARD BY MAT INC, FLOODWOOD, MN WWW.MATINC.BIZ. A.2. BINDERS: A.2.A. TACKIFIER TO BIND SOIL AND MULCH TOGETHER TO PREVENT EROSION. A.2.B. AM-TAC BY AZ-TAC PRODUCTS INC, OR APPROVED EQUAL. A.3. FUNGICIDE: A.3.A. APPROVE THROUGH SUBMITTALS. A.4. SEED SHALL BE PROVIDED FROM AND MIXED BY A CERTIFIED DEALER. SEED MIXTURE SHALL BE LABELED WITH MANUFACTURER'S GUARANTEED ANALYSIS, GERMINATION RATE AND PURITY RATE. A.5. SEED TREATMENT: ONSET SEED NECTAR. MANUFACTURED BY NECTERNAL, IDAHO FALLS, ID, CONTACT DAVE (208)680-0578, TOLL FREE (866)767-7996 OR WWW.NECTERNAL.COM. A.6. WATER: CLEAN, FRESH AND FREE OF SUBSTANCES OR MATTER WHICH COULD INHIBIT VIGOROUS GROWTH OF GRASS. B. MIXES: B.1. AMOUNT OF HYDRO-MULCH SHALL BE 1800 LBS PER ACRE. B.2. ADD WATER AS NECESSARY TO PROVIDE SUITABLE SLURRY MIXTURE. B.3. ADD FUNGICIDE AT RATES RECOMMENDED BY MANUFACTURER ON INSTALLATIONS MADE BETWEEN 1ST OF APRIL AND 30 SEPTEMBER. B.4. SPECIALTY SEEDED AREAS: ADD BINDER AT RATES RECOMMENDED BY MANUFACTURER ALWAYS WHERE SLOPES ARE 5:1 OR OVER, AND ALL OTHER AREAS BETWEEN 1ST OF OCTOBER AND 31 MARCH. C. APPLICATION: C.1. TOLERANCES: C.1.A. FINAL GRADE OF SOIL AFTER SEEDING OF LAWN AREAS IS COMPLETE SHALL BE ONE INCH BELOW TOP OF ADJACENT PAVEMENT OF ANY KIND. C.1.B. ALL PLANTING AREAS SHALL BE WEED FREE AT THE TIME OF SEED OR SOD INSTALLATION. C.2. AFTER SEED AREAS ARE GRADED, APPLY SPECIFIED SLURRY MIX WITH MACHINE CAPABLE OF CONTINUOUSLY MIXING SLURRY AND PROVIDING AN APPLICATION MEETING CONTRACT DOCUMENT REQUIREMENTS. HYDRO-MULCH SHALL FORM AN ABSORPTIVE MAT, BUT NOT A PLANT INHIBITING MEMBRANE, WHICH WILL ALLOW WATER TO PERCOLATE INTO UNDERLYING SOIL. C.3. POST APPLICATION WATERING: C.3.A. ALLOW SLURRY MIXTURE TO 'SET.' C.3.B. WATER HYDRO-SEEDED AREAS SUFFICIENTLY TO INSURE PROPER SEED GERMINATION, BUT NOT CAUSE EROSION OR SLOPE FAILURE. REPEAT WATERING AT REGULAR INTERVALS TO KEEP SEED GERMINATING AND GROWING UNTIL PLANTINGS ARE ESTABLISHED. C.3.C. AFTER PLANTINGS ARE ESTABLISHED, DECREASE FREQUENCY AND INCREASE AMOUNT OF WATER PER APPLICATION AS NECESSARY TO MEET PLANT WATER REQUIREMENTS. C.4. IF FUNGICIDE HAS BEEN APPLIED WITH SLURRY MIX, MAKE A SECOND APPLICATION OF FUNGICIDE FOURTEEN (14) DAYS AFTER INITIAL APPLICATION. D. WEED ABATEMENT: D.1. ALL AREAS TO BE SEEDED OR SODDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED AFTER PLACEMENT OF SOIL AMENDMENTS AND FINISH GRADING AND PRIOR TO SEEDING/SODDING OPERATIONS. D.2. UPON COMPLETION OF FINISH GRADING, THE CONTRACTOR SHALL CONFIRM ALL AREAS ARE VISIBLY WEED FREE. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH COMBINATION OF 2,4-D AND ROUNDUP. COMPLY WITH MIXING/APPLICATION INSTRUCTIONS ON PRODUCT LABEL. DO NOT WATER FOR AT LEAST THREE DAYS FOLLOWING APPLICATION. D.3. IRRIGATE ALL LANDSCAPE AREAS TO APPLY 1-INCH OF PRECIPITATION OVER A 2 DAY PERIOD. AT CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR SEVEN DAYS. D.4. AFTER THE SEVEN DAY PERIOD INSPECT THE SITE. APPLY APPLICATION OF COMBINATION 2,4-D AND ROUNDUP TO ALL VISIBLE WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFACTURER'S PRODUCT LABEL. DO NOT WATER FOR AT LEAST THREE DAYS, REMOVE ALL EXPOSED WEEDS FROM THE SITE. D.5. WEED ABATEMENT OPERATIONS SHALL BE SEQUENCED TO BE COMPLETE NO MORE THAN 7 DAYS PRIOR TO SEEDING OPERATIONS. IT IS ACCEPTABLE TO PHASE WEED ABATEMENT AREAS TO MATCH PHASED INSTALLATION OF SEED AREAS. D.6. PROVIDE A PER SQUARE FOOT COST FOR MEADOW AREA SEEDING. CONTRACTOR AND OWNER/LANDSCAPE ARCHITECT TO WALK THE SITE TO DETERMINE EXTENT OF AREA TO BE SEEDED WITH THE MEADOW AREA SEED MIX. SOME AREAS SHOWN WITH SEED HATCH ARE MOSTLY BARE W/ SOME WEEDS, SOME AREAS ARE ACCEPTABLE WITH EXISTING NATURAL GRASSES. Turf Sod Revisions 1. Date of Issuance: Project No.: Project Milestone: CONSTRUCTION NOT FOR NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. PREVAILING WIND DIRECTION REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL COMMERCIAL SLOW RELEASE FERTILIZER TABLETS BACKFILL WITH SOIL PLANTING MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. MULCH LAYER, KEEP MULCH 3" AWAY FROM TRUNK 2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL. SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. RUBBER CINCH TIE FINISH GRADE ROOT PROBE SOIL LINE UTILIZE SOIL/ROOT PROBE AROUND TRUNK (APPROX. 3-4" AWAY FROM TRUNK) TO LOCATE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR ABOVE GRADE LEVEL. REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP 12 OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC FROM ROOTBALL. IF BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. 2x ROOTBALL DIAMETER 3x ROOTBALL DIAMETER 6" TREE WRAP TRUNK PROTECTION, REMOVE AFTER INSTALLATION 3" 1 Deciduous Tree Planting Scale: NTS NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. PREVAILING WIND DIRECTION REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL COMMERCIAL SLOW RELEASE FERTILIZER TABLETS BACKFILL WITH SOIL PLANTING MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. MULCH LAYER, KEEP MULCH 3" AWAY FROM TRUNK 2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL. SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. RUBBER CINCH TIE FINISH GRADE ROOT PROBE SOIL LINE UTILIZE SOIL/ROOT PROBE AROUND TRUNK (APPROX. 3-4" AWAY FROM TRUNK) TO LOCATE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR ABOVE GRADE LEVEL. REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP 12 OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC FROM ROOTBALL. IF BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. 2x ROOTBALL DIAMETER 3x ROOTBALL DIAMETER 3" 2 Coniferous Tree Planting Scale: NTS 4" MIN. DEPTH BACKFILL WITH SOIL PLANTING MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. WATER RETENTION BASIN MULCH LAYER COMMERCIAL FERTILIZER TABLETS 3 Shrub Planting Scale: NTS NOTES: 1. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. 2. CLEAN ALL BOULDERS OF DIRT AND LOOSE DEBRIS. 3. WHEN PLACING BOULDERS, BURY 1/4 TO 1/3 OF BOULDER BELOW FINISH GRADE. 4. DO NOT SCAR OR DAMAGE BOULDERS. FINISH GRADE COMPACTED SUBGRADE AS REQUIRED BASALT LANDSCAPE BOULDER, 3'-4' DIAMETER, LOCALLY SOURCED. 4 Boulder Installation Scale: NTS 72" AT STUDENT COURTYARD HSS 114 x 114 x 14" HORIZONTAL RAILS HSS 2 x 2 x 1/4" POSTS 5 8" x 58" x 18 " PICKETS NOTES: 1. ALL STEEL SHALL CONFORM TO ASTM A36/A36M-14, 'STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL 2. FINISH: COATS OF BLACK PAINT. 3. INSTALL FENCE IN CONCRETE FLATWORK PER DETAIL 1/C2.51. FOOTING WIDTH SHALL BE 12-INCH WIDTH & 30-INCH DEPTH (MIN.). 4. SUBMIT SHOP DRAWINGS FOR ALL GATES AND FENCE HEIGHTS. GATES SHALL INCLUDE: FULCRUM LATCH, CANE BOLT HOLD OPENS, 180° HEAVY DUTY HINGES, AND ALL OTHER COMPONENTS NEEDED TO CONSTRUCT THE GATE(S). 5. ALL POSTS SHALL RECIEVE FLAT CAP AND HAVE A SPACING NO GREATER THAN 8' O.C. 6. APPLY ZINC-RICH PRIMER TO ALL WELDS COMPLETED IN THE FIELD. APPLY 2 COATS OF PAINT TO MATCH SPECIFIED COLOR. 3" 3" 3" 8' MAX HSS 114 x 114 x 14" HORIZONTAL RAILS 3/16 3/16 3/16 Scale: 3/4" = 1' Decorative Fence 5 File Location: g:\2019\119104\cad\_cd\119104 cd l1.00 landscape plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:35 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Landscape Plan L1.50 Details Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- R/W R/W R/W R/W R/W R/W EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EG EP EP EG EP EG R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W GIRR SAN EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP MTR EP EP 6''SD SD 6''SD CO CO CO CO 10''SD 10''SD 10''SD 10''SD CO CO CO SP MW MW MW MW L2.01 - AREA A L2.02 - AREA B L2.03 - AREA C L2.04 - AREA D L2.01 - AREA A L2.02 - AREA B L2.02 - AREA B L2.03 - AREA C L2.03 - AREA C L2.04 - AREA D 15''GIRR GIRR 48''GIRR GIRR GIRR GIRR R/W R/W R/W R/W R/W 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 12''SD SADDLEBROOK SUBDIVISION PHASE 3 PI SAN PI PI PI PI PI PI PI PI 18''SD PI PI PI PI PI PI PI SAN MTR MTR MTR MTR MTR MTR MTR MTR EG EG EG EG EG EG EG EG EG EG WTR PI S S S S S SD SD SD SD PI PI PI MW PI D IRR EP 10''GIRR GIRR W. GAMBRELL ST. SADDLEBROOK SUBDIVISION PHASE 4 SADDLEBROOK SUBDIVISION PHASE 5 SILKWOOD SUBDIVISION 1 1 1 1 2 2 2 Wiring Legend BASELINE 3200 CONTROLLER, 14-GAUGE CONTROLLER WIRE PATH COIL 36" OF EXTRA WIRE IN EVERY VALVE BOX. COLOR YELLOW BASELINE SUBSTATION 14-GAUGE CONTROLLER WIRE PATH PROVIDE 60" OF EXTRA WIRE AT BOTH ENDS, NEATLY COIL IN VALVE BOX. COLOR: GREEN 1. TERMINATE 2-WIRE PATH IN THIS APPROXIMATE LOCATION FOR FUTURE EXTEN COIL 60" OF EXTRA WIRE IN ROUND VALVE BOX. MARK LOCATION ON AS-BUILT DRAWINGS. 2. ROUTE WIRE PATH TO THE IRRIGATION CONTROLLER AT THIS APPROXIMATE LOCATION. Wiring Keynotes # BASELINE SUBSTATION, 14-GAUGE CONTROLLER WIRE PATH 'B COIL 36" OF EXTRA WIRE IN EVERY VALVE BOX. COLOR: RED A. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 475 G.P.M. AND 100 P.S.I. AT THE PUMP STATION AND WELL PUMP COMBINED. B. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. C. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL, AND ELECTRICAL ENGINEERING SHEETS. D. CONTRACTOR TO COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. E. ALL SLEEVES TO BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES TO BE TAPED OR CAPPED AND MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. STAKES ARE NOT TO BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL. F. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. G. IRRIGATION CONTROLLER(S) ARE TO BE LOCATED AS SHOWN ON PLAN. CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDINGS THROUGH APPROPRIATE SIZED CONDUIT. H. IRRIGATED AREAS CONTAINING VEGETATION WHICH POTENTIALLY MAY IMPEDE PERFORMANCE OF A POP-UP SPRINKLER AND/OR ROTOR HEADS ARE TO BE REPLACED WITH A 12" HIGH POP-UP HEADS. I. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. J. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. K. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. L. ALL 24 VOLT POWER WIRES SHALL BE #14 AWG COPPER. ALL ABOVE GROUND 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVC CONDUIT. ALL 24 VOLT WIRES SHALL BE TAPED TOGETHER AT TEN FOOT INTERVALS. M. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANCES. N. IRRIGATION CONTRACTOR SHALL PROVIDE AN AS-BUILT IRRIGATION PLAN UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. O. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. P. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. Q. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. R. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO SPRINKLER NOZZLES, SPRINKLERS, PIPE, AND OTHER IRRIGATION EQUIPMENT LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS REQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL ENSURE HEAD TO HEAD COVERAGE. S. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY ARE TO BE LOCATED IN THE LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. S.A. IRRIGATION MAINLINE SHALL BE SLEEVED UNDER ALL HARDSCAPE. SLEEVING MAY NOT BE SHOWN FOR MAINLINE FOR GRAPHICAL PURPO T. LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. V. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. Z. CONTRACTOR SHALL SCHEDULE A MEETING WITH LANDSCAPE ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION CONTROL SYSTEM TO DETERMINE PROCEDURES OF INSTALLATION OF IRRIGATION CONTROL SYSTEM. AE. PIPE VELOCITIES SHALL NOT EXCEED 5 FT/SEC. AF. AREAS WHERE FULL CIRCLE HEADS ARE REQUIRED, NON-REVERSING CIRCLE HEADS SHALL BE INSTALLED. PARTIAL CIRCLE HEADS WITH REVERSING DIRECTION ARE PROHIBITED FOR USE OF 360° ROTATION. AG. ALL MAIN LINE FITTINGS SHALL BE LEEMCO DUCTILE IRON PUSH ON TYPE AND ARE TO BE JOINED USING LEEMCO JOINT RESTRAINT SYSTEMS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. AH. PROVIDE AND INSTALL GROUNDING ALONG THE TWO WIRE PATH PER MANUFACTURERS RECOMMENDATIONS. Irrigation Notes: A. REMOTE CONTROL VALVES: A.A. INSTALLED REMOTE CONTROL VALVE PER VALVE BOX. ENSURE THAT ADEQUATE SPACE IS PROVIDED AROUND ENTIRE VALVE FOR EASE OF MAINTENANCE. ROUND VALVE BOXES ARE NOT PERMITTED. A.B. VALVE BOXES SHALL BE GREEN OR BLACK WITH GREEN LIDS. B. IRRIGATION CONTROL WIRE: B.A. ALL WIRE SPLICES SHALL BE INSTALLED WITH A WATERPROOF WIRE CONNECTERS AND DBY/R CAP OR BLAZING NUT WIRE SPLICE CONNECTO B.B. ALL WIRE SPLICES SHALL BE LOCATED IN VALVE BOXES AND INDICATED AS-BUILT DRAWINGS. PROVIDE AS A MINIMUM, 36" OF EXTRA WIRE AT A WIRE SPLICES AND REMOTE CONTROL VALVE CONNECTIONS. B.C. CONTROL WIRE SHALL BE INSTALLED WITH PROPOSED MAINLINE. IF CO WIRE LEAVES PIPING TRENCH, WIRE SHALL BE INSTALLED AT A MINIMU DEPTH OF 12". C. PIPING (USE THE FOLLOW): C.A. 2-1/2" AND SMALLER I SDR 21 SCH. 40 PVC, SOLVENT-CEMENT JOINTS C.B. 3" AND LARGER I SDR 26 CLASS 200 RUBBER GASKETED PVC WITH DUCTILE IRON JOINT RESTRAINT SYSTEM, LEEMCO OR APPROVED EQUAL. C.C. TRENCHES SHALL BE PHOTO DOCUMENTED AND SUBMITTED ARCHITEC PRIOR TO BACKFILLING. C.D. BACKFILL TRENCHES CONSISTING OF SAND, FINE GRAVEL OR SELECT EA FREE OF LARGE LUMPS OR ROCKS LARGER THAN 34" SHALL BE USED IN AND AROUND INSTALLED PIPE. Irrigation Execution: Drip Irrigation Notes: A. ALL PLANTER BEDS ARE TO BE IRRIGATED W/ DRIP IRRIGATION AS INDICATE PLANS. THE CONTRACTOR IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM A MANUFACTURERS RECOMMENDATIONS AND THE FOLLOWING REQUIREMENT A.A. EACH DRIP ZONE SHALL RECEIVE A DRIP ZONE CONTROL KIT WITH PRES REGULATION AND 120 MESH (MIN.) STAINLESS STEEL FILTRATION SCRE A.B. ALL TUBING IS TO BE STAKED DOWN WITH 6" SOIL STAPLES AT 24" INTE (MIN.) ALL FITTINGS SHALL RECEIVE STAPES IN OPPOSING DIRECTIO B. IF WEED BARRIER FABRIC IS USED IN LANDSCAPE BEDS, DRIP IRRIGATION SH INSTALLED UNDERNEATH FABRIC AND STAPLED AS INDICATED ABOVE. C. ALL LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT DEPT INDICATED IN TRENCH SECTION DETAIL. SIZE AS NECESSARY. D. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE OWNER WITH AS-BUILT DRAWINGS AND INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. Horizontal Scale: 0 100' 200' 1" = 100' Irrigation Plan - Overall & Wiring Plan Revisions 1. Date of Issuance: Project No.: Project Milestone: L2.01 - AREA A L2.02 - AREA B L2.03 - AREA C L2.04 - AREA D File Location: g:\2019\119104\cad\_cd\119104 cd l2.00 irrigation plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:37 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Irrigation Plan L2.00 Overall & Wiring Plan Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W LOT 1 LOT 24 LOT 125 EP EG EG EG EG EG EG EP EP EP EP EP EP G EG EG EG EP EP EP EG EG EG SAN SAN SAN SAN SAN SAN EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP 6''SD 6''SD 6''SD 6''SD CO 10''SD 10''SD 10''SD 10''SD 10''SD CO CO MW L2.01 - AREA A L2.01 - AREA A L2.02 - AREA B 400GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 6" 6" 112" 6" 112" 112" 6" 112" 112" 6" 112" 6" GIRR GIRR 48''GIRR 48''GIRR 48''GIRR 48''GIRR 48''GIRR 48''GIRR 48''GIRR 8''GIRR GIRR GIRR R/W R/W R/W R/W R/W R/W 36 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR GIRR GIRR 6" 1" 112" 2" 1" 112" 1" 112" 1" 112" 1" 112" 2" 1" 112" 1" 1" 212" 112" 112" 2" 112" 2" 2" 212" 112" 1" 1" 1" 2" 6" 1" 1" 112" 1" 112" 2" 212" 2" 2" 1" 212" 3" 3" 112" 1" 1" 1" 1" 1" 112" 112" 1" 1" 1" 1" 112" 1" 1" 1" 1" 1" 1" 112" 112" 1" 1" 2" 1" 1" 112" 112" 112" 112" 1" 2" 2" 2" 212" 212" 1" 112" 2" 212" 212" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 112" 1" 1" 1" 1" 112" 1" 2" 1" 2" 1" 2" 112" 1" 112" 1" 6" 1" 1" 1" 1" 1" 112" 1" 1" 1" 112" 1" 112" 1" 1" 1" 112" 1" 1" 2" 112" 112" 1" 112" 1" 1" 112" 1" 1" 1" 1" 2" 1" 1" 2" 6" 6" 1" 112" 2" 112" 112" 112" 112" 112" 1" 2" 1" 1" 112" 2" 1" 112" 1" 1" 2" 1" 212" 1" 112" 212" 212" 2" 3" 4" 4" 6" 1" 1" 212" 212" 212" 2" 2" 212" 212" 212" 212" 212" 212" 112" 1" 1" 1" 112" 1" 1" 2" 112" 2" 1" 2" 212" 112" 2" 112" 112" 1" 1" 1" 1" 1" 1" 2" 112" 1" 1" 1" 112" 1" 6" 1" 112" 6" 1" 112" 112" 1" 1" 1" 1" 6" 1" 1" 1" 1" 1" 112" 1" 1" 1" 1" 112" 1" 1" 112" 2" 1" 1" 1" 112" 2" 2" 112" 212" 1" 1" 1" 2" 1" 112" 1" 2" 1" 1" 1" 1" 1" 2" 1" 212" 212" 1" 1" 212" 1" 212" 112" 1" 2" 1" 1" 212" 1" 1" 1" 2" 112" 1" 6" 112" 1" B10 4.97 1" B10 B11 18.0 1" B11 B12 37.3 112" B12 1" 6" 112" B15 35.2 112" B15 B16 13.9 112" B16 2" 1" 2" 112" B13 10.5 1" B13 B14 7.14 1" B14 112" B27 6.92 1" B27 B28 45.5 112" B28 B29 16.5 1" B29 B30 45.8 112" B30 B31 43.4 112" B31 C16 45.9 112" C16 C17 44.1 112" C17 C18 45.1 112" C18 C19 41.7 112" C19 C20 45.6 112" C20 C21 45.5 112" C21 C22 42.0 112" C22 C23 38.3 112" C23 1" 212" C24 45.8 112" C24 C25 34.4 112" C25 C26 42.5 112" C26 C27 31.6 112" C27 C28 46.2 112" C28 C29 42.8 112" C29 C30 27.2 112" C30 112" 212" 3" 4" 4" 6" 212" C31 3.52 1" C31 C32 36.4 112" C32 C33 21.2 112" C33 C34 44.9 112" C34 C 5 5 5 5 5 5 5 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Keynotes: 1. POINT OF CONNECTION AT PUMP STATION. COORDINATE WITH IRRIGATION PUMP STATION PLAN SET SERIES BY SPF WATER ENGINEERING. CONNECT MAINLINE AND EXTEND AS SHOWN. 2. POINT OF CONNECTION AT WELL PUMP. COORDINATE WITH IRRIGATION PUMP STATION PLAN SET SERIES BY SPF WATER ENGINEERING. CONNECT MAINLINE AND EXTEND AS SHOWN. 3. INSTALL IRRIGATION CONTROLLER IN A STAINLESS STEEL ENCLOSURE IN THIS APPROXIMATE LOCATION. IRRIGATION CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL CONNECTIONS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR SHALL CONNECT ALL LOW VOLTAGE AND 120 VOLT POWER WIRES. ALL ABOVE GRADE WIRES SHALL BE LOCATED IN RIGID STEEL CONDUIT. INSTALL BLUE 14 GAUGE WIRES FROM THE CONTROLLER TO THE LAST VALVE FROM EACH CONTROLLER FOR FUTURE USE. 4. STUB AND CAP MAINLINE FOR FUTURE CONNECTION. COIL 10-FT OF EXTRA IRRIGATION TWO-WIRE IN A 10-IN ROUND IRRIGATION VALVE BOX. 5. IRRIGATION SHOWN IN HARDSCAPE FOR GRAPHICAL PURPOSES ONLY. INSTALL IN LANDSCAPE AREA. 6. LANDSCAPE AND IRRIGATION SHALL BE INSTALLED BY HOMEOWNER/DEVELOP WHEN LOT IS DEVELOPED. CALLOUT NUMBERS COORDINAT TO NUMBERED NOTES BELOW. # Sheet Notes: 1. REFER TO SHEET L2.00 FOR IRRIGATION NOTES AND WIRING PLAN. 2. REFER TO SHEETS L2.50 AND L2.51 FOR DETAILS AND IRRIGATION SCHE 3. BUILDINGS AND ASSOCIATED FLATWORK, LANDSCAPE, AND IRRIGATION SHOWN ON RESIDENTIAL LOTS SHOWN FOR REFERENCE ONLY. THESE AREAS SHALL BE CONSTRUCTED AT A LATER DATE. ALL COMMON LOTS AND RIGHT-OF-WAY SHALL BE CONSTRUCTED AS PART OF THIS PACKAGE. CONTRACTOR SHALL IDENTIFY ALL VALVES AND LATERALS TO BE INSTALLED IN FUTURE. INSTALL MAINLINE, MAINLINE EQUIPMENT, AND WIRING AS PART OF THIS PACKAGE. Horizontal Scale: 0 30' 60' 1" = 30' Irrigation Plan - Area A Revisions 1. Date of Issuance: Project No.: Project Milestone: File Location: g:\2019\119104\cad\_cd\119104 cd l2.00 irrigation plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:37 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Irrigation Plan L2.01 Area A Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- LOT 14 SAN SAN SAN SAN EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP 6''SD CO 10''SD 10''SD 10''SD 10''SD 10''SD 10''SD 10''SD 10''SD 10''SD 10''SD CO SP MW MW L2.02 - AREA B L2.01 - AREA A L2.02 - AREA B L2.02 - AREA B L2.03 - AREA C 400GPM 55PSI 6" 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 6" 6" 6" 112" 6" 112" 112" 6" 112" 112" 6" 112" 112" 6" 112" 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR GIRR GIRR BS 1" 1" 112" 1" 112" 1" 1" 112" 1" 1" 112" 212" 1" 2" 212" 1" 2" 2" 112" 2" 1" 1" 1" 1" 2" 1" 1" 6" 1" 112" 1" 112" 1" 1" 112" 112" 1" 1" 2" 212" 112" 1" 2" 212" 2" 2" 1" 1" 1" 112" 1" 112" 1" 212" 1" 2" 112" 212" 212" 212" 212" 212" 112" 2" 3" 4" 1" 2" 112" 1" 2" 112" 112" 1" 1" 112" 212" 1" 1" 1" 1" 1" 112" 1" 2" 2" 112" 1" 1" 212" 212" 212" 212" 212" 212" 212" 2" 1" 112" 2" 212" 1" 112" 112" 2" 1" 1" 112" 1" 112" 112" 1" 1" 112" 1" 1" 6" 1" 1" 1" 2" 1" 112" 112" 1" 1" 1" 112" 1" 1" 112" 1" 112" 112" 1" 1" 2" 1" 1" 112" 1" 2" 212" 2" 212" 4" 4" 3" 2" 1" 1" 112" 1" 112" 2" 112" 112" 212" 2" 112" 1" 1" 1" 1" 1" 1" 1" 1" 1" 112" 1" 6" 2" 112" 1" 112" 1" 2" 1" 112" 1" 1" 1" 1" 112" 112" 2" 112" 6" 1" 112" 2" 2" 1" 112" 1" 112" 2" 212" 1" 1" 212" 112" 1" 112" 1" 2" 112" 6" 1" 112" 1" 1" 1" 112" 112" 112" 1" 212" 112" 1" 6" " 112" 1" 1" 1" 1" 112" 1" 1" 112" 1" 1" 1" 112" 1" 1" 1" 1" 112" 1" 1" 1" 1" 1" 1" 2" 112" 1" 1" 1" 112" 112" 1" 212" 2" 1" 212" 212" 212" 212" 1" 1" 112" 2" 1" 1" 212" 112" 1" 1" 1" 2" 112" 1" 112" 1" 1" 112" 1" 1" 112" 1" 1" 2" 1" 112" 1" 1" 112" 1" 1" 1" 112" 1" 1" 112" 1" 1" 6" 6" A18 47.6 112" A18 2" 2" 1" 1" A3 A33 A34 B7 9.31 1" B7 B8 17.2 1" B8 B9 36.1 112" B9 1" 2" B22 12.2 1" B22 B23 44.9 112" B23 B24 16.1 1" B24 B25 44.8 112" B25 B26 44.8 112" B26 1" C1 45.4 112" C1 C2 38.1 112" C2 C3 43.6 112" C3 C4 40.0 112" C4 C5 45.4 112" C5 C6 46.4 112" C6 C7 49.5 112" C7 C8 44.0 112" C8 C9 42.9 112" C9 C10 43.7 112" C10 212" 212" 2" 3" 4" 4" 6" C11 45.1 112" C11 C12 45.6 112" C12 C13 50.0 112" C13 C14 43.8 112" C14 C15 39.8 112" C15 4" 6" 5 5 5 5 5 4 1" 3 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Keynotes: 1. POINT OF CONNECTION AT PUMP STATION. COORDINATE WITH IRRIGATION PUMP STATION PLAN SET SERIES BY SPF WATER ENGINEERING. CONNECT MAINLINE AND EXTEND AS SHOWN. 2. POINT OF CONNECTION AT WELL PUMP. COORDINATE WITH IRRIGATION PUMP STATION PLAN SET SERIES BY SPF WATER ENGINEERING. CONNECT MAINLINE AND EXTEND AS SHOWN. 3. INSTALL IRRIGATION CONTROLLER IN A STAINLESS STEEL ENCLOSURE IN THIS APPROXIMATE LOCATION. IRRIGATION CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL CONNECTIONS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR SHALL CONNECT ALL LOW VOLTAGE AND 120 VOLT POWER WIRES. ALL ABOVE GRADE WIRES SHALL BE LOCATED IN RIGID STEEL CONDUIT. INSTALL BLUE 14 GAUGE WIRES FROM THE CONTROLLER TO THE LAST VALVE FROM EACH CONTROLLER FOR FUTURE USE. 4. STUB AND CAP MAINLINE FOR FUTURE CONNECTION. COIL 10-FT OF EXTRA IRRIGATION TWO-WIRE IN A 10-IN ROUND IRRIGATION VALVE BOX. 5. IRRIGATION SHOWN IN HARDSCAPE FOR GRAPHICAL PURPOSES ONLY. INSTALL IN LANDSCAPE AREA. 6. LANDSCAPE AND IRRIGATION SHALL BE INSTALLED BY HOMEOWNER/DEVELOP WHEN LOT IS DEVELOPED. CALLOUT NUMBERS COORDINAT TO NUMBERED NOTES BELOW. # Sheet Notes: 1. REFER TO SHEET L2.00 FOR IRRIGATION NOTES AND WIRING PLAN. 2. REFER TO SHEETS L2.50 AND L2.51 FOR DETAILS AND IRRIGATION SCHE 3. BUILDINGS AND ASSOCIATED FLATWORK, LANDSCAPE, AND IRRIGATION SHOWN ON RESIDENTIAL LOTS SHOWN FOR REFERENCE ONLY. THESE AREAS SHALL BE CONSTRUCTED AT A LATER DATE. ALL COMMON LOTS AND RIGHT-OF-WAY SHALL BE CONSTRUCTED AS PART OF THIS PACKAGE. CONTRACTOR SHALL IDENTIFY ALL VALVES AND LATERALS TO BE INSTALLED IN FUTURE. INSTALL MAINLINE, MAINLINE EQUIPMENT, AND WIRING AS PART OF THIS PACKAGE. Horizontal Scale: 0 30' 60' 1" = 30' Irrigation Plan - Area B Revisions 1. Date of Issuance: Project No.: Project Milestone: File Location: g:\2019\119104\cad\_cd\119104 cd l2.00 irrigation plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:38 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Irrigation Plan L2.02 Area B Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- LOT 123 LOT 124 SAN SAN SAN SAN SAN EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP MTR 6''SD 6''SD 6''SD 6''SD 6''SD 6''SD 6''SD 6''SD 6''SD 6''SD SD CO CO MW MW L2.03 - AREA C L2.02 - AREA B L2.03 - AREA C L2.03 - AREA C L2.04 - AREA D 400GPM 65PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 15GPM 45PSI 6" 6" 6" 112" 6" 112" 112" 6" 112" 112" 6" 112" 15GPM 45PSI 6" 112" 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR GIRR GIRR 6" R/W R/W R/W R/W R/W R/W R R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W PI SAN PI PI EG EG EG EG EG EG EG EG EG EG EG E EG EG EG E EG EG WTR SD PI 2" 1" 112" 2" 112" 1" 112" 2" 112" 1" 1" 1" 112" 112" 212" 1" 112" 1" 112" 112" 112" 112" 1" 112" 1" 112" 1" 112" 1" 112" 112" 1" 2" 1" 1" 6" " 2" 112" 2" 212" 1" 212" 112" 1" 1" 1" 112" 1" 112" 1" 1" 112" 2" 2" 112" 2" 3" 4" 2" 112" 1" 212" 212" 112" 4" 1" 1" 1" 112" 1" 1" 1" 112" 1" 112" 1" 112" 1" 1" 1" 112" 1" 112" 1" 112" 2" 2" 1" 112" 112" 2" 2" 1" 1" 1" 1" 2" 112" 1" 112" 1" 112" 2" 212" 2" 212" 3" 4" 6" 1" 212" 2" 1" 212" 112" 2" 212" 1" 112" 212" 212" 1" 112" 4" 1" 212" 1" 112" 1" 1" 1" 212" 112" 1" 1" 2" 112" 6" 1" 2" 2" 212" 1" 6" 112" 1" 1" 1" 1" 112" 112" 1" 1" 2" 212" 112" 112" 1" 212" 1" 1" 112" 1" 1" 1" 1" 212" 212" 2" 212" 2" 3" 4" 4" 1" 6" 6" 6" 2" 6" 6" 1" 212" 2" 1" 212" 212" 212" 212" 2" 1" 112" 112" 1" 1" 1" 1" 1" 112" 112" 2" 112" 2" 2" 112" 112" 2" 2" 112" 1" 1" 112" 112" 112" 1" 1" 112" 1" 1" 112" 1" 2" 1" 112" 112" 2" 112" 1" 112" 1" 1" 6" 2" 6" 2" 2" 2" 2" 4" 1" 4" 2" 1" 112" 2" 2" 212" 3" 112" 2" 112" 1" 1" 1" 1" 1" 1" 112" 1" 2" 1" 1" 1" 2" 112" 1" 2" 1" 1" 2" 1" 1" 112" 1" 1" 2" 1" 112" 1" 1" 112" 1" 1" 1" 1" 112" 112" 1" 1" 2" 112" 1" 2" 112" 1" 112" 1" 2" 1" 1" 1" 112" 1" 2" 1" 1" 1" 1" 112" 112" 6" 6" BS A11 34.4 112" A11 A12 34.4 112" A12 A13 34.4 112" A13 A14 38.7 112" A14 A15 38.7 112" A15 A16 26.4 112" A16 A17 26.4 112" A17 A20 44.2 112" A20 A21 46.6 112" A21 A22 43.5 112" A22 A23 47.0 112" A23 A24 46.9 112" A24 A25 46.2 112" A25 A26 41.7 112" A26 A27 15.3 112" A27 A28 42.2 112" A28 A29 25.4 112" A29 A30 41.2 112" A30 A31 45.1 112" A31 A32 41.6 112" A32 A33 38.3 112" A33 A34 45.4 112" A34 B1 8.77 1" B1 B2 5.04 1" B2 B3 39.8 112" B3 B4 10.8 1" B4 B5 12.4 1" B5 B6 36.9 112" B6 112" 112" B17 40.3 112" B17 B18 9.17 1" B18 B19 35.5 112" B19 B20 13.7 1" B20 B21 35.8 112" B21 A A 5 5 4 3 5 1" A19 45.5 112" A19 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Keynotes: 1. POINT OF CONNECTION AT PUMP STATION. COORDINATE WITH IRRIGATION PUMP STATION PLAN SET SERIES BY SPF WATER ENGINEERING. CONNECT MAINLINE AND EXTEND AS SHOWN. 2. POINT OF CONNECTION AT WELL PUMP. COORDINATE WITH IRRIGATION PUMP STATION PLAN SET SERIES BY SPF WATER ENGINEERING. CONNECT MAINLINE AND EXTEND AS SHOWN. 3. INSTALL IRRIGATION CONTROLLER IN A STAINLESS STEEL ENCLOSURE IN THIS APPROXIMATE LOCATION. IRRIGATION CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL CONNECTIONS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR SHALL CONNECT ALL LOW VOLTAGE AND 120 VOLT POWER WIRES. ALL ABOVE GRADE WIRES SHALL BE LOCATED IN RIGID STEEL CONDUIT. INSTALL BLUE 14 GAUGE WIRES FROM THE CONTROLLER TO THE LAST VALVE FROM EACH CONTROLLER FOR FUTURE USE. 4. STUB AND CAP MAINLINE FOR FUTURE CONNECTION. COIL 10-FT OF EXTRA IRRIGATION TWO-WIRE IN A 10-IN ROUND IRRIGATION VALVE BOX. 5. IRRIGATION SHOWN IN HARDSCAPE FOR GRAPHICAL PURPOSES ONLY. INSTALL IN LANDSCAPE AREA. 6. LANDSCAPE AND IRRIGATION SHALL BE INSTALLED BY HOMEOWNER/DEVELOP WHEN LOT IS DEVELOPED. CALLOUT NUMBERS COORDINAT TO NUMBERED NOTES BELOW. # Sheet Notes: 1. REFER TO SHEET L2.00 FOR IRRIGATION NOTES AND WIRING PLAN. 2. REFER TO SHEETS L2.50 AND L2.51 FOR DETAILS AND IRRIGATION SCHE 3. BUILDINGS AND ASSOCIATED FLATWORK, LANDSCAPE, AND IRRIGATION SHOWN ON RESIDENTIAL LOTS SHOWN FOR REFERENCE ONLY. THESE AREAS SHALL BE CONSTRUCTED AT A LATER DATE. ALL COMMON LOTS AND RIGHT-OF-WAY SHALL BE CONSTRUCTED AS PART OF THIS PACKAGE. CONTRACTOR SHALL IDENTIFY ALL VALVES AND LATERALS TO BE INSTALLED IN FUTURE. INSTALL MAINLINE, MAINLINE EQUIPMENT, AND WIRING AS PART OF THIS PACKAGE. Horizontal Scale: 0 30' 60' 1" = 30' Irrigation Plan - Area C Revisions 1. Date of Issuance: Project No.: Project Milestone: File Location: g:\2019\119104\cad\_cd\119104 cd l2.00 irrigation plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:39 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Irrigation Plan L2.03 Area C Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- R/W GIRR P EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP L2.04 - AREA D L2.03 - AREA C L2.04 - AREA D 400GPM 65PSI 15''GIRR 15''GIRR 15''GIRR GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR 36''GIRR GIRR GIRR GIRR R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 12''SD 12''SD 12''SD PI PI PI PI PI 18''SD 18''SD 18''SD GIRR PI PI PI PI PI MTR MTR MTR EP GIRR EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG PI SD SD SD SD SD SAN WTR SAN EG EG EG EG EG PI PI MW PI SP 10''W 10''W 10''W 10''W 8''W 8''W MTR G G G G G G G G G G G GIRR G G G G G G G G G G G G G G G G G EP EP EP EP EP EP EP EP EP EP EP EP N. HIGHBROOK WAY SD SD 12''SD EG EG EG EG EG EG EG EG EG EG EG EG EG EG 10''GIRR 10''GIRR C 112" 1" 112" 112" 1" 112" 1" 2" 1" 2" 1" " 1" 1" 212" 2" 1" 1" 1" 212" 212" 1" 212" 212" 212" 212" 6" 212" 212" 2" 212" 2" 2" 1" 2" 112" 2" 112" 112" 2" 1" 1" 112" 112" 1" 1" 112" 112" 112" 1" 112" 1" 112" 1" 1" 1" 1" 1" 1" 112" 112" 112" 1" 1" 112" 112" 2" 6" 1" 2" 212" 112" 6" 4" 212" 2" 2" 112" 212" 212" 1" 112" 1" 1" 2" 2" 1" 112" 1" 1" 112" 1" 1" 112" 1" A1 19.1 112" A1 A2 43.0 112" A2 A3 18.1 112" A3 A4 43.3 112" A4 A5 32.9 112" A5 2" 3" 3" 4" A6 44.1 112" A6 A7 43.6 112" A7 A8 46.0 112" A8 A9 45.3 112" A9 A10 41.4 112" A10 4" 4" 3" 2" 1 2 112" 3 4 Keynotes: 1. POINT OF CONNECTION AT PUMP STATION. COORDINATE WITH IRRIGATION PUMP STATION PLAN SET SERIES BY SPF WATER ENGINEERING. CONNECT MAINLINE AND EXTEND AS SHOWN. 2. POINT OF CONNECTION AT WELL PUMP. COORDINATE WITH IRRIGATION PUMP STATION PLAN SET SERIES BY SPF WATER ENGINEERING. CONNECT MAINLINE AND EXTEND AS SHOWN. 3. INSTALL IRRIGATION CONTROLLER IN A STAINLESS STEEL ENCLOSURE IN THIS APPROXIMATE LOCATION. IRRIGATION CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL CONNECTIONS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR SHALL CONNECT ALL LOW VOLTAGE AND 120 VOLT POWER WIRES. ALL ABOVE GRADE WIRES SHALL BE LOCATED IN RIGID STEEL CONDUIT. INSTALL BLUE 14 GAUGE WIRES FROM THE CONTROLLER TO THE LAST VALVE FROM EACH CONTROLLER FOR FUTURE USE. 4. STUB AND CAP MAINLINE FOR FUTURE CONNECTION. COIL 10-FT OF EXTRA IRRIGATION TWO-WIRE IN A 10-IN ROUND IRRIGATION VALVE BOX. 5. IRRIGATION SHOWN IN HARDSCAPE FOR GRAPHICAL PURPOSES ONLY. INSTALL IN LANDSCAPE AREA. 6. LANDSCAPE AND IRRIGATION SHALL BE INSTALLED BY HOMEOWNER/DEVELOP WHEN LOT IS DEVELOPED. CALLOUT NUMBERS COORDINAT TO NUMBERED NOTES BELOW. # Sheet Notes: 1. REFER TO SHEET L2.00 FOR IRRIGATION NOTES AND WIRING PLAN. 2. REFER TO SHEETS L2.50 AND L2.51 FOR DETAILS AND IRRIGATION SCHE 3. BUILDINGS AND ASSOCIATED FLATWORK, LANDSCAPE, AND IRRIGATION SHOWN ON RESIDENTIAL LOTS SHOWN FOR REFERENCE ONLY. THESE AREAS SHALL BE CONSTRUCTED AT A LATER DATE. ALL COMMON LOTS AND RIGHT-OF-WAY SHALL BE CONSTRUCTED AS PART OF THIS PACKAGE. CONTRACTOR SHALL IDENTIFY ALL VALVES AND LATERALS TO BE INSTALLED IN FUTURE. INSTALL MAINLINE, MAINLINE EQUIPMENT, AND WIRING AS PART OF THIS PACKAGE. Horizontal Scale: 0 30' 60' 1" = 30' Irrigation Plan - Area D Revisions 1. Date of Issuance: Project No.: Project Milestone: File Location: g:\2019\119104\cad\_cd\119104 cd l2.00 irrigation plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:39 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Irrigation Plan L2.04 Area D Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- Revisions 1. Date of Issuance: Project No.: Project Milestone: TRENCH SECTION NTS SCALE: LOCATOR TAPE - 6" DEPTH (PLACED ABOVE MAINLINE ONLY) LATERAL - 18" DEPTH MAINLINE - 24" DEPTH TAPE AND BUNDLE CONTROL WIRE AT 10'-0" O.C. INTERVALS, PLACE TO SIDE OF MAINLINE FINISH GRADE AT TOP OF TRENCH SHALL MATCH SURROUNDING FINISH GRADE FINISH GRADE SAND OR ROCK FREE SOIL AROUND ALL PIPE 24" 6" 12" 6" 1 MIN. 24" COVER MIN. 18" EXTENSION PVC LATERAL OR MAINLINE PVC SLEEVE TWICE THE SIZE OF IRRIGATION LATERAL OR MAINLINE PAINTED 2" x 4" STAKE EXTENDED 24" ABOVE GRADE SLEEVING SECTION NTS SCALE: CONTROL WIRE SLEEVE. WIRE SHALL NOT BE RAN IN SAME SLEEVE AS IRRIGATION PIPING. 2 MANUAL DRAIN VALVE NTS SCALE: LEEMCO SB-SERIES SERVICE TEE. DIRECT OUTLET DOWN TO ENSURE MAINLINE CAN BE FULLY DRAINED. LEEMCO SS GATE VALVE WITH CROSS HANDLE (LGT11SS304X) 6" DIA. ADS, LENGTH AS REQUIRED 6" DEPTH DRAIN ROCK 10" ROUND VALVE BOX FINISH GRADE SS NIPPLE 4" LONG MIN. SS 90° ELBOW (TYP.) DRAIN ROCK -2 C.F. MIN. NOTE: 1. REFER TO JOINT RESTRAINT CHART FOR MORE INFORMATION, DETAIL BRICK PAVER (1 OF 3) 1 L2.50 8 L2.50 3 PVC MAINLINE DUCTILE IRON TEE LEEMCO SPIGOT x BELL SELF-RESTAINED, RESILIENT WEDGE GATE VALVE 6" ADS, LENGTH AS REQUIRED 6" DEPTH 3/4" CRUSHED AGGREGATE FILTER FABRIC BARRIER 10" ROUND VALVE BOX FINISH GRADE MAINLINE ISOLATION VALVE NTS SCALE: NOTE: 1. REFER TO JOINT RESTRAINT CHART FOR MORE INFORMATION, DETAIL BRICK PAVERS (1 OF 3) 1 L2.50 8 L2.50 4 3" MIN. QUICK COUPLE VALVE WITH COVER 10" ROUND VALVE BOX FINISH GRADE LEEMCO QCV STABILIZER 6" DEPTH 3/4" CRUSHED AGGREGATE SCH. 80 NIPPLE QUICK COUPLER VALVE NTS SCALE: BRICK PAVER (1 OF 4) SWING JOINT WITH TRIPLE TOP 1" RAIN BIRD TSJ (12" OR 18") 1" HUNTER HSJ (12" OR 18") LEEMCO RSST SADDLE MAINLINE 5 6" MAX. BACK OF WALK OR CURB FINISH GRADE ROTOR POP-UP SPRINKLER PREFABRICATED SWING JOINT, REFER TO TABLE BELOW PVC LATERAL LINE PVC SCH. 40 TEE (SST) OR ELBOW (ST) ROTOR SPRINKLER NTS SCALE: 1 L2.50 SWING JOINT ROTOR GPM PRODUCT SIZE LENGTH 0 - 6 RAIN BIRD TSJ HUNTER HSJ-0 3 4" 12" OR 18" 6 + RAIN BIRD TSJ HUNTER HSJ-1 1" 12" OR 18" 6 REMOTE CONTROL VALVE - TWO WIRE (SADDLE TAP) NTS SCALE: NOTES: 1. ALL PVC FITTINGS SHALL BE SCH. 40 UNLESS OTHERWISE NOTED. 2. VALVE ID TAGS SHALL MATCH VALVE NUMBER ASSIGNED TO VALVE ON PLANS, UNLESS APPROVED BY ARCHITECT. TAGS SHALL HAVE DIGITALLY PRINTED LETTERING/NUMBERING ONLY. 3. REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS. 4. CENTER VALVE ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE INSTALLED PER BOX. CLEARANCE ON TOP AND BOTTOM OF VALVE AS NOTED ABOVE. 3" CLEARANCE SHALL BE PROVIDED ON EITHER END OF ASSEMBLY AS SHOWN ABOVE. INCREASE VALVE BOX SIZE AS REQUIRED TO PROVIDE NECESSARY CLEARANCES. 5. INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND NIPPLE TO ACHIEVE SPECIFIED LATERAL SIZE ON PLANS. 6. VALVE BOX SIZE IS BASED ON DIMENSIONS OF CARSON 1324 OR APPROVED EQUAL. LEEMCO HC-200 LV-220 6" DEPTH PEA GRAVEL SUMP 14" LONG 3 4" SCH. 40 PVC. ENSURE THAT PIPE CAN BE COMPLETELY SLID ON AND OFF REBAR. SLID OVER 30" LONG NO. 3 BAR. 21 LATERAL MAINLINE FINISH GRADE REMOTE VALVE PER PLANS CHRISTY VALVE ID TAG. HEAVY DUTY VALVE BOX, 24" x 13" MIN. LEEMCO LV-220 SERIES ANGLE VALVE WITH SCH 80 TOE NIPPLE. SCH. 80 TOE NIPPLE. LENGTH AS REQUIRED (TYP.). CUT THREADS OFF LV-220 SIDE OF NIPPLE AND SECURE WITH CLAMPS. FILTER FABRIC BARRIER ON SIDES AND BOTTOM OF VALVE BOX. BRICK PAVERS (1 OF 4) CONTROL WIRE. TAPE TO MAINLINE IN 10' INTERVALS. LEEMCO RSST SADDLE 3" MIN 5" MAX 2" MIN. 7 INSTALLATION CHART DISTANCE CHART REFER TO THE TABLE TO THE RIGHT WHICH LISTS THE NUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN REFERENCE TO THE SIZE OF PIPE WHICH IS BEING RESTRAINED. AS AN EXAMPLE, IF YOU HAVE A 3" PIPE, YOU WILL NEED 2 BOLTS THAT ARE 3/8 X 2.5" AND TIGHTEN THEM WITH A TORQUE WRENCH TO 20 FT-LBS. REFER TO THE FOLLOWING TABLE THAT LISTS THE LENGTH (IN FEET) FOR EACH SIZE/TYPE FITTING WITHIN WHICH ALL JOINTS JUST BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS & SPECIFICATIONS. AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL CHANGE OF 90°, REFER TO CHART UNDER PIPE SIZE TO 3" AND UNDER BENDS 90 YOU WILL SEE THE DISTANCE OF 11'. IF THERE IS ANY JOINT (VALVE, BELL, ETC.) YOU MUST INSTALL A JOINT RESTRAINT WITHIN 11' OF THE 90° MAINLINE DIRECTIONAL CHANGE. PIPE SIZE BENDS REDUCERS DEAD END 11° 22° 45° 90° 1 STEP 2 STEP 3 STEP BLIND SERV. B. 2" 1' 1' 2' 6' - - - 19' 6' 2.5" 1' 2' 4' 9' 4' - - 23' 10' 3" 2' 3' 6' 11' 8' 10' - 30' 15' 4" 2' 4' 9' 20' 14' 20' 31' 45' 25' 6" 3' 6' 13' 29' 30' 40' 53' 63' 40' 8" 4' 8' 15' 38' 33' 55' 63' 75' 70' 10" 5' 9' 19' 45' 36' 56' 75' 96' 90' 12" 5' 10' 21' 53' 38' 60' 83' 112' 110' PIPE SIZE NO. BOLTS BOLT SIZE TORQUE FT-LBS 2" 2 3 8" x 2-12" 20 2.5" 2 3 8" x 2-12" 20 3" 2 3 8" x 2-12" 20 4" 2 12" x 3" 50 6" 2 12" x 3-12" 50 8" 4 12" x 4" 50 10" 4 58" x 5-12" 100 12" 4 58" x 5-12" 100 JOINT RESTRAINT CHART NTS SCALE: 8 IRRIGATION CONTROLLER - PEDESTAL MOUNT NTS SCALE: 6" MIN. THICK CONCRETE PAD. EXTEND 12" BEYOND END OF PEDESTAL, MIN. STAINLESS STEEL PEDESTAL ENCLOSURE PER PLANS. INSTALL PER MFG INSTRUCTION. 6" MIN. DEPTH COMPACTED SUB-GRADE SCH. 40 CONDUIT WITH 12" PIPE SWEEP POWER SUPPLY SCH. 40 CONDUIT WITH 12" PIPE SWEEP NOTES: 1. IRRIGATION CONTRACTOR SHALL GROUND PEDESTAL, CONTROLLER AND TWO-WIRE PATH AS SPECIFIED PER MANUFACTURES RECOMMENDATION. 9 THRUST BLOCK NTS SCALE: NOTES: 1. THRUST BLOCK SHOWN FOR EACH CONDITION SHALL PROVIDE A VOLUME OF CONCRETE POURED AGAINST UNDISTURBED EARTH AS NOTED IN THE TABLE ABOVE PER THE PIPE SIZE SPECIFIED ON THE PLANS. 2. THRUST BLOCK DEPTH SHALL BE A MINIMUM OF 12" FOR PIPE SIZE 3" - 8" AND 18" FOR PIPE SIZES 10" AND LARGER. 3. VERTICAL BENDS AND THRUST BLOCKS FOR VERTICAL BENDS ARE NOT SHOWN ON PLANS, CONTRACTOR IS RESPONSIBLE TO INSTALL THRUST BLOCKS PER TABLE AND ILLUSTRATIONS SHOWN ABOVE AT ALL LOCATION WHERE THEY OCCUR. TYPICAL PIPE BEND PIPE CAP REDUCER TEE THRUST BLOCK SIZING TABLE MINIMUM SQ. FT OF THRUST BLOCK AREA ONTO UNDISTURBED SOIL PIPE SIZE TEE, CAP 90° BEND 45° BEND 11.25° & 22.5° BEND, OR REDUCER 3 0.8 1.1 0.3 0.3 4 1.4 2.0 1.1 0.6 6 3.2 4.5 2.4 1.2 8 5.7 8.0 4.3 2.2 10 8.8 12.5 6.8 3.4 12 12.7 18.0 9.7 5.0 14 17.3 24.5 13.3 6.8 16 22.6 32.0 17.3 8.8 18 28.6 40.5 21.9 11.2 UNDISTURBED SOIL (TYP.). FITTINGS PER PLANS (TYP.). THRUST BLOCK, REFER TO TABLE BELOW FOR SIZE (TYP.). 1/2" Ø STABILIZING BAR EXTEND, MINIMUM 12" INTO UNDISTURBED SOIL (TYP.). PIPE, SIZE PER PLANS (TYP.). 10 File Location: g:\2019\119104\cad\_cd\119104 cd l2.00 irrigation plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:39 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Irrigation Plan L2.50 Details 2" MAX. BACK OF WALK OR CURB 90° ELBOW SPIRAL BARB FITTINGS PVC LATERAL LINE FINISH GRADE INSTALL 1/4" ABOVE GRADE POP-UP SPRAY HEAD LINEAR LOW DENSITY POLYETHYLENE SWING PIPE (24" LONG MAX.) SCH. 40 TEE (SST) OR ELBOW (ST) SPRAY HEAD SPRINKLER NTS SCALE: MARLEX STREET ELBOW 1 L2.50 11 DRIP REMOTE CONTROL VALVE - TWO WIRE (SADDLE TAP) NTS SCALE: NOTES: 1. ALL PVC FITTINGS SHALL BE SCH. 40 UNLESS OTHERWISE NOTED. 2. VALVE ID TAGS SHALL MATCH VALVE NUMBER ASSIGNED TO VALVE ON PLANS, UNLESS APPROVED BY ARCHITECT. TAGS SHALL HAVE DIGITALLY PRINTED LETTERING/NUMBERING ONLY. 3. REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS. 4. CENTER DRIP ZONE KIT ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE INSTALLED PER BOX. CLEARANCE ON TOP AND BOTTOM OF VALVE AS NOTED ABOVE. 1" CLEARANCE SHALL BE PROVIDED ON EITHER END OF ASSEMBLY AS SHOWN ABOVE. INCREASE VALVE BOX SIZE AS REQUIRED TO PROVIDE NECESSARY CLEARANCES. 5. INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND NIPPLE TO ACHIEVE SPECIFIED LATERAL SIZE ON PLANS. 6. ALL DRIP ZONES SHALL HAVE A FILTER WITH STAINLESS STEEL SCREEN AT A 120 MESH (MIN.). 7. VALVE BOX SIZE IS BASED ON DIMENSIONS OF CARSON 1324 (TOP OF VALVE BOX). LEEMCO HC-200 LV-220 6" DEPTH PEA GRAVEL SUMP 14" LONG 3 4" SCH. 40 PVC. ENSURE THAT PIPE CAN BE COMPLETELY SLID ON AND OFF REBAR. SLID OVER 30" LONG NO. 3 BAR. 21 LATERAL MAINLINE FINISH GRADE DRIP ZONE VALVE KIT PER PLANS CHRISTY VALVE ID TAG. HEAVY DUTY VALVE BOX, 24" x 13" MIN. LEEMCO LV-220 SERIES ANGLE VALVE WITH SCH 80 TOE NIPPLE. SCH. 80 TOE NIPPLE. LENGTH AS REQUIRED (TYP.). CUT THREADS OFF LV-220 SIDE OF NIPPLE AND SECURE WITH CLAMPS. FILTER FABRIC BARRIER ON SIDES AND BOTTOM OF VALVE BOX. BRICK PAVERS (1 OF 4) CONTROL WIRE. TAPE TO MAINLINE IN 10' INTERVALS. LEEMCO RSST SADDLE 3" MIN 5" MAX 2" MIN. 12 Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL HUNTER PROS-04-PRS30-CV-F-R FOR MOWN TURF ADJUSTABLE ARC TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. WITH FACTORY INSTALLED DRAIN CHECK VALVE, FLOGUARD AND RECLAIMED PURPLE BODY CAP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 30 11/L2.50 HUNTER PROS-06-PRS30-CV-F-R FOR NON-MOWN TURF ADJUSTABLE ARC TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP. WITH FACTORY INSTALLED DRAIN CHECK VALVE, FLOGUARD AND RECLAIMED PURPLE BODY CAP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 30 11/L2.50 SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM DETAIL HUNTER I-20-04-PRB-R-MPR TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. MPR NOZZLE. WITH RECLAIMED WATER PURPLE ID COVER. PRESSURE REGULATING BODY. 45 6/L2.50 HUNTER I-20-04-PRB-R-MPR TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. MPR NOZZLE. WITH RECLAIMED WATER PURPLE ID COVER. PRESSURE REGULATING BODY. 45 6/L2.50 HUNTER I-20-04-PRB-R-MPR TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. MPR NOZZLE. WITH RECLAIMED WATER PURPLE ID COVER. PRESSURE REGULATING BODY. 45 6/L2.50 HUNTER I-25-04-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER ID. 50 4.30 6/L2.50 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICZ-101-40 DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. 12/L2.50 AREA TO RECEIVE DRIPLINE HUNTER HDL-06-18-CV HDL-06-18-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS AT 18" O.C. CHECK VALVE, DARK BROWN TUBING WITH GRAY STRIPING. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. 1/L2.51 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICV-G-FS-R 1-1/2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY FACTORY INSTALLED OPTION, AND RECLAIMED WATER ID, PURPLE HANDLE. 7/L2.50 SHUT OFF VALVE 4/L2.50 DRAIN VALVE 3/L2.50 BASELINE BL-3200P TWO-WIRE CONTROLLER IN 16-GAUGE STAINLESS-STEEL PEDESTAL ENCLOSURE, EXPANDABLE UP TO 200 STATIONS. 9/L2.50 BASELINE BL-SUBSTN-P-R48 16 GAUGE, 304-GRADE STAINLESS STEEL PEDESTAL ENCLOSURE. USE WITH BASELINE 3200 CONTROLLER TO CONSOLIDATE THE AMOUNT OF CONTROLLERS NEEDED ON SITE. 9/L2.50 THRUST BLOCK 10/L2.50 CAP FOR FUTURE USE CAP AT THE MAINLINE OR LATERAL LINE FOR FUTURE USE. THE PRESSURE AND FLOW PROVIDED TO THAT LOCATION ARE INDICATED NEXT TO THE CAP SYMBOL. POINT OF CONNECTION AT PUMP STATION POINT OF CONNECTION AT WET WELL IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PVC SCH. 40 PIPE SHALL BE USED WITH SOLVENT WELD SCH. 40 FITTINGS FROM 1/2" - 2-1/2" PIPE SIZES. ALL PIPE 3" AND ABOVE SHALL BE CLASS 200 WITH DUCTILE JOINT RESTRAIN FITTINGS BY LEEMCO. 1/L2.50 IRRIGATION MAINLINE: PVC SCHEDULE 40 PVC SCH. 40 PIPE SHALL BE USED WITH SOLVENT WELD SCH. 40 FITTINGS FROM 1/2" - 2-1/2" PIPE SIZES. ALL PIPE 3" AND ABOVE SHALL BE CLASS 200 WITH DUCTILE JOINT RESTRAIN FITTINGS BY LEEMCO. 1/L2.50 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PVC CLASS 200 PIPE SHALL BE USED WITH DUCTILE IRON JOINT RESTRAIN FITTINGS BY LEEMCO FOR ALL PIPE SIZED 3" AND LARGER. ALL PIPE 2-1/2" AND BELOW SHALL BE SCH. 40 WITH SOLVENT WELD SCH. 40 FITTINGS. 1/L2.50 PIPE SLEEVE: PVC CLASS 200 SDR 21 PIPE SLEEVE SHALL BE TWICE THE SIZE OF DESIGNED PIPE DIAMETER FOR MAINLINE AND 4" FOR LATERAL LINES. INSTALL ADDITIONAL 2" SLEEVE AT ALL MAINLINE SLEEVES FOR CONTROL WIRES OR WHERE CONTROL WIRE LEAVES MAINLINE ROUTE. 2/L2.50 C BS X X IRRIGATION SCHEDULE Revisions 1. Date of Issuance: Project No.: Project Milestone: File Location: g:\2019\119104\cad\_cd\119104 cd l2.00 irrigation plan.dwg Last Plotted By:sean conner Date Plotted: Friday, February 26 2021 at 12:40 PM Permit Set 02.23.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Irrigation Plan L2.51 Details & Schedule FV DRIP REMOTE CONTROL VALVE DRIPLINE LAYOUT NTS SCALE: PVC SUPPLY HEADER ROW SPACING PER PLAN PERIMETER LATERALS 4" FROM EDGE PVC SUPPLY HEADER 2" MIN., 6" MAX FINISH GRADE (TOP SOIL) PLAN VIEW SECTION NOTE: 1. DRIP IRRIGATION SHALL BE PLACED UNDER WEED BARRIER AND MULCH. FINISH GRADE (MULCH) STAPLE ALL TEES, ELLS, AND 2" O.C. WIDTH PER PLAN 2 L2.51 3 L2.51 1 FINISH GRADE (MULCH) FINISH GRADE (TOPSOIL) 17 MM ELBOW DRIPLINE 17MM FEEDER TUBING, LENGTH AS REQUIRED 3 4" MALE ADAPTER PVC TEE (SST) PVC LATERAL - REFER TO TRENCH DETAIL FOR DEPTH. DRIPLINE LATERAL CONNECTION NTS SCALE: 2 4" MIN./6" MAX. FINISH GRADE NETAFIM LINE FLUSH VALVE (TLSOV) 10" ROUND VALVE BOX BRICK SUPPORTS GRAVEL SUMP (1 CUBIC FOOT) DRIP TUBING PER PLAN DRIP FLUSH VALVE NTS SCALE: 3 Sean Conner 02/26/2021 Sean Conner ---PAGE BREAK--- FM FM FM FM EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP T G G G G G G G G G EG G G G GV G EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP IRR T T P EP EP EP EP EP EP EP EP EP EP EP BOL BOL T MB T T T T T T R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EG EG EG N. HELIOPOL N. TYBORNE W. GAMBRELL ST. W. GAMBRELL ST. W. GAMBRELL ST. W. GAMBRELL ST. SADDLEBROOK SUBDIVISION PHASE 4 SADDLEBROOK SUBDIVISION PHASE 5 SILKWOOD SUBDIVISION N. RIPPLEROC N. QUINCANNO N. PRINGLEWOO N. PADDINGTON R/W R/W EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EGEP EPEG EP EG SHEET C2.04 SHEET C2.03 SHEET C2.05 SHEET C2.06 SHEET C2.07 SHEET C2.02 SHEET C2.01 W. Endsley Lane (Private) Alley B (Private) Alley C (Private) Alley A (Private) Alley D (Private) N. Quincannon Lane (Private) N. Can Ada Road W. State Street (SH 44) SHEET C2.10 SHEET C2.11 SHEET C2.15 SHEET C2.08 SHEET C2.09 SHEET C2.14 SHEET C2.13 SHEET C2.12 SHEET C2.18 SHEET C2.17 SHEET C2.19 SEE SHEETS C6.00 & C6.01 FOR PEDESTRIAN PATHWAY & MAINTENANCE ACCESS SEE SHEET C4.00 FOR HWY 44 (STATE STREET) S2 S3 S1 S2 S3 S3 S2 S1 S3 S3 S3 S1 S3 S3 S3 S3 S3 S3 S1 S2 S2 S1 S3 S3 S3 S3 S3 S3 S1 S2 S3 S3 S1 S3 S1 S3 S3 S3 N. Deerhaven Way W. Sample Farm D 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EXISTING STREET LIGHT Horizontal Scale: 0 80' 160' 1" = 80' Roadway Plan & Profile - Overall Layout, Street Lights & Signage Revisions 1. Date of Issuance: Project No.: Project Milestone: CONSTRUCTION NOT FOR File Location: g:\2019\119104\cad\_cd\119104 cd c200 roadway overall.dwg Last Plotted By:eric cronin Date Plotted: Tuesday, April 27 2021 at 09:29 PM Permit Resubmittal 04.27.2021 Norterra Subdivision Phase 1 Construction Drawings N Can Ada Rd. & W State St. (Hwy 44) Star, Idaho 119104 Roadway Plan & Profile C2.00 Overall Layout, Street Lights & Signage Signage Legend: # S2 R7-1L 12"x18" S1 R7-1R 12"x18" NOTES: INSTALL SIGNS PER ISPWC SD-1130. SIGNS SHALL BE INSTALLED AT 45° ANGLE RELATIVE TO TRAVEL LANE. S3 R7-1D 12"x18" 1. INSTALL LIGHT POLE PER CITY OF STAR CODE AND ISPWC. Street Lighting: # 04/27/2021 ---PAGE BREAK--- 15'-0" SPECIFICATIONS: SCALE: 1/2" = 1'-0" HOUSING - HEAVY WALL ALUMINUM CONSTRUCTION. WITH REMOVABLE BALLAST TRAY FOR BALLAST ACCESS REFLECTOR - HEAVY WALL ALUMINUM CONSTRUCTION. PRECISE, COMPUTER DESIGNED SEGMENTED HORIZONTAL REFLECTOR COMBINES WITH CLEAR FLAT TEMPERED GLASS LENS TO PRODUCE AN EFFICIENT, CUTOFF L U M I N A I R E W I T H T Y P E I I I ( A S Y M M E T R I C ) L I G H T DISTRIBUTION. MEDIUM BASE PORCELAIN. 100 W. PSMH. (BY OTHERS) H.P.F./C.W.A. AUTOTRANSFORMER, -20° STARTING TEMPERATURE. (SPECIFY VOLTAGE.) DURABLE CORROSION RESISTANT, CAST AND EXTRUDED ALUMINUM CONSTRUCTION. 4" DIA. EXTRUDED FROM 6063 ALLOY ALUMINUM. SHAFT IS HEAT TREATED TO PRODUCE A T6 TEMPER. SHAFT IS CIRCUMFERENTIALLY WELDED TO BASE. ONE PIECE CORROSION RESISTANT, DURABLE CAST A L U M I N U M C O N S T R U C T I O N , M I N I M U M . 2 2 5 W A L L THICKNESS. BASE CONSISTS OF A 19" DIA. SMOOTH TAPERED BOTTOM SECTION WITH A CONTOURED FLUSH HAND HOLE AND A DECORATIVE TAPERED FLUTED SECTION. 3/4"X24" FULLY GALVANIZED ANCHOR BOLTS. EACH BOLT SUPPLIED WITH TWO NUTS AND TWO WASHERS. POLYESTER POWDER COAT (COLOR: DARK BRONZE TEXTURED, RAL-8019-T.) FITURE: OPTICS: LAMP HOLDER: LAMP: BALLAST: ARM: SHAFT: BASE: ANCHORAGE: FINISH: 19" NOM. 45" NOM. ANCHOR RING 1" ABOVE GRADE 15" DIA. BOLT CIRCLE HAND HOLE 22" 34" 20½" 15" CS-7484 REV. 1 660 W. AVENUE O, PALMDALE, CA. 93551 (661) 233-2000 FAX NO. (661) 233-2001 www.sunvalleylighting.com CUSTOMER APPROVAL: A signed approval will be required with the released order X DATE: 11/21/19 PROPRIETARY SUBMITTAL, DO NOT MODIFY. PHOTOCELL ADVISE STANDARD PAINT FINISH ---PAGE BREAK--- ---PAGE BREAK--- May 14, 2021 By e-mail: [EMAIL REDACTED] City of Star P.O. Box 130 Star, Idaho 83669 Subject: Norterra Subdivision Final Plat Phase 1, FP-21-10 Mr. Nickel: Thank you for the opportunity to respond to your request for comment. While DEQ does not review projects on a project-specific basis, we attempt to provide the best review of the information provided. DEQ encourages agencies to review and utilize the Idaho Environmental Guide to assist in addressing project-specific conditions that may apply. This guide can be found at: deq.idaho.gov/assistance- resources/environmental-guide-for-local-govts. The following information does not cover every aspect of this project; however, we have the following general comments to use as appropriate: 1. AIR QUALITY • Please review IDAPA 58.01.01 for all rules on Air Quality, especially those regarding fugitive dust (58.01.01.651), trade waste burning (58.01.01.600-617), and odor control plans (58.01.01.776). • All property owners, developers, and their contractor(s) must ensure that reasonable controls to prevent fugitive dust from becoming airborne are utilized during all phases of construction activities per IDAPA 58.01.01.651. • DEQ recommends the city/county require the development and submittal of a dust prevention and control plan for all construction projects prior to final plat approval. Dust prevention and control plans incorporate appropriate best management practices to control fugitive dust that may be generated at sites. • Citizen complaints received by DEQ regarding fugitive dust from development and construction activities approved by cities or counties will be referred to the city/county to address under their ordinances. Brad Little, Governor Jess Byrne, Director 1445 N Orchard Street, Boise, ID 83706 (208) 373-0550 ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 2 • Per IDAPA 58.01.01.600-617, the open burning of any construction waste is prohibited. The property owner, developer, and their contractor(s) are responsible for ensuring no prohibited open burning occurs during construction. • For questions, contact David Luft, Air Quality Manager, at (208) 373-0550. 2. WASTEWATER AND RECYCLED WATER • DEQ recommends verifying that there is adequate sewer to serve this project prior to approval. Please contact the sewer provider for a capacity statement, declining balance report, and willingness to serve this project. • IDAPA 58.01.16 and IDAPA 58.01.17 are the sections of Idaho rules regarding wastewater and recycled water. Please review these rules to determine whether this or future projects will require DEQ approval. IDAPA 58.01.03 is the section of Idaho rules regarding subsurface disposal of wastewater. Please review this rule to determine whether this or future projects will require permitting by the district health department. • All projects for construction or modification of wastewater systems require preconstruction approval. Recycled water projects and subsurface disposal projects require separate permits as well. • DEQ recommends that projects be served by existing approved wastewater collection systems or a centralized community wastewater system whenever possible. Please contact DEQ to discuss potential for development of a community treatment system along with best management practices for communities to protect ground water. • DEQ recommends that cities and counties develop and use a comprehensive land use management plan, which includes the impacts of present and future wastewater management in this area. Please schedule a meeting with DEQ for further discussion and recommendations for plan development and implementation. For questions, contact Valerie Greear, Water Quality Engineering Manager at (208) 373-0550. 3. DRINKING WATER • DEQ recommends verifying that there is adequate water to serve this project prior to approval. Please contact the water provider for a capacity statement, declining balance report, and willingness to serve this project. • IDAPA 58.01.08 is the section of Idaho rules regarding public drinking water systems. Please review these rules to determine whether this or future projects will require DEQ approval. • All projects for construction or modification of public drinking water systems require preconstruction approval. • DEQ recommends verifying if the current and/or proposed drinking water system is a regulated public drinking water system (refer to the DEQ website at: deq.idaho.gov/water- quality/drinking-water.aspx). For non-regulated systems, DEQ recommends annual testing for total coliform bacteria, nitrate, and nitrite. ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 3 • If any private wells will be included in this project, we recommend that they be tested for total coliform bacteria, nitrate, and nitrite prior to use and retested annually thereafter. • DEQ recommends using an existing drinking water system whenever possible or construction of a new community drinking water system. Please contact DEQ to discuss this project and to explore options to both best serve the future residents of this development and provide for protection of ground water resources. • DEQ recommends cities and counties develop and use a comprehensive land use management plan which addresses the present and future needs of this area for adequate, safe, and sustainable drinking water. Please schedule a meeting with DEQ for further discussion and recommendations for plan development and implementation. For questions, contact Valerie Greear, Water Quality Engineering Manager at (208) 373-0550. 4. SURFACE WATER • Please contact DEQ to determine whether this project will require a National Pollution Discharge Elimination System (NPDES) Permit. A Construction General Permit from EPA may be required if this project will disturb one or more acres of land, or will disturb less than one acre of land but are part of a common plan of development or sale that will ultimately disturb one or more acres of land. • If this project is near a source of surface water, DEQ requests that projects incorporate construction best management practices (BMPs) to assist in the protection of Idaho’s water resources. Additionally, please contact DEQ to identify BMP alternatives and to determine whether this project is in an area with Total Maximum Daily Load stormwater permit conditions. • The Idaho Stream Channel Protection Act requires a permit for most stream channel alterations. Please contact the Idaho Department of Water Resources (IDWR), Western Regional Office, at 2735 Airport Way, Boise, or call (208) 334-2190 for more information. Information is also available on the IDWR website at: channel-alteration-permits.html • The Federal Clean Water Act requires a permit for filling or dredging in waters of the United States. Please contact the US Army Corps of Engineers, Boise Field Office, at 10095 Emerald Street, Boise, or call [PHONE REDACTED] for more information regarding permits. For questions, contact Lance Holloway, Surface Water Manager, at (208) 373-0550. 5. SOLID WASTE, HAZARDOUS WASTE AND GROUND WATER CONTAMINATION • Solid Waste. No trash or other solid waste shall be buried, burned, or otherwise disposed of at the project site. These disposal methods are regulated by various state regulations including Idaho’s Solid Waste Management Regulations and Standards (IDAPA 58.01.06), Rules and Regulations for Hazardous Waste (IDAPA 58.01.05), and Rules and Regulations for the Prevention of Air Pollution (IDAPA 58.01.01). Inert and other approved materials are also defined in the Solid Waste Management Regulations and Standards ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 4 • Hazardous Waste. The types and number of requirements that must be complied with under the federal Resource Conservations and Recovery Act (RCRA) and the Idaho Rules and Standards for Hazardous Waste (IDAPA 58.01.05) are based on the quantity and type of waste generated. Every business in Idaho is required to track the volume of waste generated, determine whether each type of waste is hazardous, and ensure that all wastes are properly disposed of according to federal, state, and local requirements. • Water Quality Standards. Site activities must comply with the Idaho Water Quality Standards (IDAPA 58.01.02) regarding hazardous and deleterious-materials storage, disposal, or accumulation adjacent to or in the immediate vicinity of state waters (IDAPA 58.01.02.800); and the cleanup and reporting of oil-filled electrical equipment (IDAPA 58.01.02.849); hazardous materials (IDAPA 58.01.02.850); and used-oil and petroleum releases (IDAPA 58.01.02.851 and 852). Petroleum releases must be reported to DEQ in accordance with IDAPA 58.01.02.851.01 and 04. Hazardous material releases to state waters, or to land such that there is likelihood that it will enter state waters, must be reported to DEQ in accordance with IDAPA 58.01.02.850. • Ground Water Contamination. DEQ requests that this project comply with Idaho’s Ground Water Quality Rules (IDAPA 58.01.11), which states that “No person shall cause or allow the release, spilling, leaking, emission, discharge, escape, leaching, or disposal of a contaminant into the environment in a manner that causes a ground water quality standard to be exceeded, injures a beneficial use of ground water, or is not in accordance with a permit, consent order or applicable best management practice, best available method or best practical method.” For questions, contact Albert Crawshaw, Waste & Remediation Manager, at (208) 373-0550. 6. ADDITIONAL NOTES • If an underground storage tank (UST) or an aboveground storage tank (AST) is identified at the site, the site should be evaluated to determine whether the UST is regulated by DEQ. EPA regulates ASTs. UST and AST sites should be assessed to determine whether there is potential soil and ground water contamination. Please call DEQ at (208) 373-0550, or visit the DEQ website deq.idaho.gov/waste-mgmt-remediation/storage-tanks.aspx for assistance. • If applicable to this project, DEQ recommends that BMPs be implemented for any of the following conditions: wash water from cleaning vehicles, fertilizers and pesticides, animal facilities, composted waste, and ponds. Please contact DEQ for more information on any of these conditions. ---PAGE BREAK--- Response to Request for Comment May 14, 2021 Page 5 We look forward to working with you in a proactive manner to address potential environmental impacts that may be within our regulatory authority. If you have any questions, please contact me, or any of our technical staff at (208) 373-0550. Sincerely, Aaron Scheff Regional Administrator DEQ-Boise Regional Office EDMS#: 2021AEK87 ---PAGE BREAK--- Noterra Development Improvement Cost Intersection of SH-44 and Proposed Approach Proposed approach shall be limited to right-in, right-out, left-in. • Concrete traffic separator type 1 shall be used to limit the approach and shall extend a minimum of 150ft from approach center in either direction. • Stonecrest Development to the south is also limited to right-in, right-out, left-in Proposed approach shall be designed and constructed to meet the ITD Traffic Manual standards for a 55MPH speed zone. • Right turn lane shall have 6ft shoulders • 12ft right-of-way dedication is required for length of turn lane A two way left center turn lane shall be designed and constructed from Can Ada Road to the proposed approach. • The center turn lane shall be centered on SH-44 • The north side of SH-44 shall have 6ft shoulders • The south side of SH-44 shall maintain existing shoulder width • Right-of-way dedication is only needed to accommodate pavement widening and drainage. Two existing paved approaches shall be removed on the parcel with areas regraded to match existing drainage. • Remove approach 460ft east of Can Ada Road • Remove approach 270ft west of Highbrook Way intersection Developer Cost *Estimate not provided Intersection of SH-44 and Highbrook Way Traffic Signal at the intersection of SH-44 / Highbrook Way is required prior to full buildout at 2030. Star Grocery and Development warrants a signal with their 1st Phase (2021). ITD cannot allow Noterra access onto Highbrook Way without a signal in place or in process of being constructed by Star Grocery. If these conditions are not met, Noterra is responsible to provide annual traffic signal warrants for Highbrook Way intersection to gain access. If traffic signal warrants are forecasted to be met and Star Grocery Development has not moved forward with construction of the traffic signal, Noterra Development is responsible for constructing the traffic signal and associated improvements. Highbrook Way traffic signal design and construction requirements: • The traffic signal shall be designed to ACHD standards including fiber and technology to interconnect to the ACHD Traffic Management Center (TMC) Developer Cost *Estimate not provided ---PAGE BREAK--- • The intersection configuration shall include the following:  Dedicated EB left turn lane and EB thru-right  Dedicated WB left turn lane, dedicated WB right turn lane, WB thru  Dedicated NB left turn lane, NB thru-right  Dual Dedicated SB left turn lanes, SB thru-right • The intersection requires the design and construction of a second eastbound receiving lane. The receiving lane shall extend 1323ft east of the Highbrook Way intersection.  Right-of-way dedication is needed to accommodate pavement widening and drainage and the below additional safety improvements to two commercial approaches. • Developer shall rebuild the Dairy Queen right turn lane  Right turn lane length shall match existing.  Dairy Queen approach shall remain full access • Developer shall rebuild the right turn lane for the next easterly approach to match existing due to safety concerns of deceleration in the merge section.  Right turn lane length shall match existing.  Approach shall be limited to right-in, right-out with temporary shur-curb in the median SH-44 Roadway Segment: Pavement Widening from Can Ada Road to Star Road (Total Cost = $3,992,860) Developer to contribute a proportionate share of 6.4% towards future improvements to the State highway system along the SH-44 Corridor. Proportionate share cost estimate based off site trips vs. 2045 total roadway traffic volumes for pavement widening between Can Ada Road to Star Road on SH-44. $255,543 Intersection of SH-44 and Star Road (Total Cost = $7,398,133) Developer to contribute a proportionate share of 5.5% towards future improvements to the State highway system along the SH-44 Corridor. Proportionate share cost estimate based off site trips vs. 2045 total roadway traffic volumes at the intersection of SH-44 / Star Road for the future ¼ continuous flow intersection. $406,897 Intersection of SH-44 and Can Ada Road (Total Cost = $1,783,777) Developer to contribute a proportionate share of 4.8% towards future improvements to the State highway system along the SH-44 Corridor. Proportionate share cost estimate based off site trips vs. 2045 total roadway traffic volumes at the intersection of SH-44 / Can Ada Road for the future RCUT. $85,621 ---PAGE BREAK--- Improvement Estimated Cost for Total Improvement Noterra Development Proposed SH-44 Approach Unknown Developer Access Cost SH-44 / Highbrook Way: Traffic Signal Unknown Developer Access Cost SH-44 Widening: Can Ada Road to Star Road (Proportionate Share) $3,992,860 $255,543 SH-44 / Star Road: ¼ Continuous Flow Intersection (Proportionate Share) $7,398,133 $406,897 SH-44 / Can Ada Road: RCUT (Proportionate Share) $1,783,777 $85,621 TOTAL $13,326,602 $748,061 ---PAGE BREAK--- IDAHO TRANSPORTATION DEPARTMENT P.O. Box 8028 • Boise, ID 83707-2028 (208) 334-8300 • itd.idaho.gov Page 1 of 3 September 11, 2020 Tamara Thompson The Land Group 462 E. Shore Drive, Suite #100 Eagle, ID 83616 [EMAIL REDACTED] Phone: [PHONE REDACTED] VIA EMAIL RE: Noterra Mixed Use Development – Development Condition Memo REVISED Dear Ms. Thompson The Idaho Transportation Department (ITD) appreciates the responses Kittelson & Associates provided for our and ACHD’s questions. ITD’s preference for mitigation improvements at the intersection of Can Ada Road and SH-44 is for the development to construct an interim RCUT with the existing two-lane configuration on SH-44. However, we find the proposed mitigation improvements in Kittelson’s Sept 2, 2020 letter to be acceptable.  Addition of a center turn lane on SH 44 through the Can Ada Road intersection.  Addition of separate southbound right and left turn lanes on Can Ada Road.  Addition of a westbound right turn lane on SH 44. The difference between ITD’s previously requested proportionate share amount of $748,061 and the cost of design/construction of the aforementioned improvements needs to be provided to the city of Star. As stated in ITD’s 7/20/2020 letter, ITD finds the proposed direct access to SH-44, MP 9.77 (directly across from the Stonecrest Development access) to be acceptable as it provides some relief to congestion at both Can Ada Road and Highbrook Way. The approach shall be limited to right-in, right-out, left-in and constructed with a westbound right turn lane. ITD also requires a two way left center turn lane be constructed from Can Ada Road to the proposed approach. The roadway improvements on SH-44 need to be constructed to ITD standards. Along the entire length of your parcel, ITD’s SH-44 corridor plan requires 70ft of right-of-way from centerline. The department is requiring you to dedicate the ---PAGE BREAK--- IDAHO TRANSPORTATION DEPARTMENT P.O. Box 8028 • Boise, ID 83707-2028 (208) 334-8300 • itd.idaho.gov Page 2 of 3 difference between the existing right-of-way line and the future right-of-way width. In addition, you shall dedicate and additional 12ft of right-of-way along the length of both westbound right turn lanes so that ITD can reconstruct them in the future. Please proceed with submitting engineered drawings including a traffic control plan for the construction of the aforementioned improvments on SH-44. Final approval of the permit application is determined once all required documentation has been provided and the permit is signed. Thank you again for your partnership. If there are any questions or concerns please don’t hesitate to email me at [EMAIL REDACTED] or give me a call at [PHONE REDACTED]. Sincerely, Justin Price Justin Price ITD District 3 Traffic Engineer cc. Shawn Nickel – City of Star Mindy Wallace – ACHD ---PAGE BREAK--- IDAHO TRANSPORTATION DEPARTMENT P.O. Box 8028 • Boise, ID 83707-2028 (208) 334-8300 • itd.idaho.gov Page 3 of 3 ---PAGE BREAK--- Revised 5/29/08 5/17/2021 Page 1 of 6 CITY OF STAR FINAL PLAT AND CONSTRUCTION DRAWING REVIEW CHECKLIST Subdivision: Norterra Sub Phase 1 Phase: 1 Date: 05/10/2021 Developable Lots: 118 Review No: 2 Developer: Iterra Holdings, LLC/ Iterra Homes LLC Tel: [PHONE REDACTED] Fax: Email: Engineer: The Land Group, Eric Cronin Tel: [PHONE REDACTED] Fax: Email: Property Address: N Can Ada Rd and W State St. Reviewed By: Kelsie E.I., Keller Associates Review Check By: Ryan Morgan, P.E., Keller Associates FINAL PLAT REVIEW ITEM OK NEED N/A FINAL PLAT APPLICATION REQUIREMENTS 1 X Submit two copies of final engineering construction drawings showing streets, sidewalk, water, sewer, pressure irrigation, street lighting, landscaping, and other public improvements. 2 X Submit one 8½ x 11 map showing property in relation to floodplain and/or floodway. Provide Floodplain Development Permit Application as required. 3 X Provide copy of the “Preliminary Plat Findings of Fact and Conclusions of Law”. 4 X Landscape plan provided. Confirm consistent with approved preliminary plat. 5 X Verified written legal description. It appears that the first 2 distance after the POB is different between the plat and the legal, please update. 6 X Letter of credit for outstanding pressure irrigation and landscaping improvements only when weather conditions precludes construction of improvements prior to signature of mylar. ITEM OK NEED N/A FINAL PLAT REVIEW 7 X Public and private easements are shown on plat for open spaces, access drives, drainage facilities, floodway maintenance boundaries, offsite storage areas and connecting piping for detached flood water storage impoundments, existing irrigation ditches, new irrigation ditches or pipelines, bicycle / pedestrian pathways ---PAGE BREAK--- Revised 5/29/08 5/17/2021 Page 2 of 6 (connectivity to adjacent developments), and irrigation piping. Note 5: It appears that there are no lot lines for 125,126, Block 1, please clarify where the boundaries for these lots are. Page 3 of FP: It appears that the lot number for the lot above Private Lane A is missing on this page. Is this the same lot as the other private roads or is it Lot 125? Please clarify. Overall: Please include instrument numbers on final plat submittal when ready for signature. 8 X Right to Farm Act Note on face of plat. 9 X Note on face of plat: “This subdivision is located within zone AE as shown on the firm panel 125 of 875, Ada County, Idaho and Incorporated Areas. A building permit shall not be issued for any lot that is located within the mapped floodplain until a Flood Plain Development Permit is obtained for the individual lot. Each lot within the mapped floodplain shall require an individual Flood Plain Development Permit.” 10 X 10-foot utility and irrigation easements are shown, or noted, along the front lot lines, rear lot lines, and side lot lines as required. 11 X Note is shown on the final plat: “Minimum building setbacks shall be in accordance with the City of Star applicable zoning and subdivision regulations at the time of issuance of individual building permits or as specifically approved and / or required, or as shown on the this plat.” 12 X Seal of Professional Land Surveyor is displayed, dated, and signed on face of plat. 13 X Water and sewer easements shown on face of plat. (Note to Plan Reviewer: Provide plat to Justin Walker for easement water and sewer easement verification.) Add ‘and sewer’ after water in the owner certification. 14 X On the signature page of the plat please include the following THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF STAR, ADA COUNTY, IDAHO, ON THIS DAY, , HEREBY APPROVE THIS PLAT.” underneath the APPROVAL OF CITY ENGINEER line, and before the signature line. 15 X “Change of Ownership” document filed with the IDWR to the HOA for all conveyable water rights. CONSTRUCTION DRAWING REVIEW ITEM OK NEED N/A GENERAL ---PAGE BREAK--- Revised 5/29/08 5/17/2021 Page 3 of 6 16 X Construction drawings are stamped, signed, & dated by a professional engineer licensed in the State of Idaho. 17 X Natural features map showing all existing site features and 1-foot contour elevations is provided in accordance with the City’s code. 18 X Each sheet has north arrow, graphic scale, date, title block and sheet number. 19 X All profiles are drawn to the same horizontal scale as plan views. 20 X Street lighting plans are provided showing pole locations and luminary types. All street lighting shall be in accordance with the current edition of the ISPWC and the City of Star Supplemental Specifications. ITEM OK NEED N/A FLOODPLAIN DEVELOPMENT PERMIT 21 X Floodplain and floodway boundaries and elevations are shown on the grading plans. 22 X Building finished floor elevations are greater than or equal to 2-feet above the base flood elevation, or verification is provided of flood proofing. 23 X Roadway centerline elevations and manhole and other minor structure rim elevations are 0.5-feet above the base flood elevation. 24 X All buildings are set back a minimum of 50-feet from the floodway boundary line except that when the area of special flood hazard boundary is 50-feet or less from the flood way line, the boundary line shall be the setback line. 25 X Easements and conveyance provisions have been made for connection between the floodway and any detached floodwater storage impoundment. 26 X Calculations are provided and show 48-hour max time period for 100% utilization of detached storage impoundment. ITEM OK NEED N/A GRADING PLAN 27 X Grading plans are provided and are stamped, dated, and signed by a professional engineer licensed in the State of Idaho. Grading on C1.51. 28 X Grading plans show finished, existing, and base flood 1- foot contour elevations. 29 X Drainage facilities and easements are shown. 30 X Plan and profile sheets show proposed and existing utilities (rim elevations, pipe invert elevations, etc.), finished centerline roadway grades, existing grade, and base flood elevations. 31 X Existing irrigation ditches, canals, and easements are shown. ---PAGE BREAK--- Revised 5/29/08 5/17/2021 Page 4 of 6 32 X Cut and fill slopes are no steeper that 2H:1V. (Spot checked by City Engineer) 33 X Tops and toes of all cut and fill slopes are set back from property boundary at least 3-feet plus 1/5 the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) 34 X Tops and toes of cut and fill slopes are set back from structures 6-feet plus 1/5 of the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) 35 X Provisions have been made for erosion control at pipe outfalls, along steep earth slopes, and within drainage ditches. 36 X The vertical datum used for elevations shown on grading and drainage plans is NAVD 88 for all developments that are fully or partially within the floodplain. 37 X Existing and proposed elevations match at property boundaries. ITEM OK NEED N/A DRAINAGE PLAN 38 X Drainage plans are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 39 X Drainage calculations are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 40 X Narrative is provided that describes the proposed method of stormwater retention. 41 X Drainage calculations contain no arithmetic errors. (Spot checked by City Engineer) 42 X The design storm, percolation rate, or other design criteria are within accepted limits. (ITD Zone A—IDF Curve; Storage designed for 100 year storm; Primary conveyance designed for 25-year storm) 43 X Peak discharge rate and velocity through sand and grease traps calculated and are less than 0.5 ft/sec. See item 41. 44 X Section view of drainage facility provided. Provide section view of above ground swale. Provide construction plans for all drainage facilities, plan and section views, and keynotes are also missing for some facilities. Section view of permeable pavers says varies per plan, we can’t find where on the plans this is specified. 45 X Able to determine drainage directions from information given. 46 Drainage facilities do not conflict with other utilities. (Spot check by City Engineer) ---PAGE BREAK--- Revised 5/29/08 5/17/2021 Page 5 of 6 47 X Provision for conveyance or disposal of roof drainage provided for commercial developments. 48 X Building finished floor elevation shown is above possible max water surface elevation and 2-feet above base flood elevation. 49 X Storm water pretreatment provided. BMP facilities are designed in conformance with the “State of Idaho Catalog of Stormwater Best Management Practices”. 50 X 5-foot setback from property line maintained for drainage facilities. See item 44. 51 X Drainage basin / pond dimensions listed or noted. See item 44. 52 X Drainage facilities drawn to scale on grading and drainage plan. See item 44. 53 X Drain rock, ASTM C33 sand, or pond liner specified. See item 44. 54 X 3-foot separation from bottom of drainage facility to maximum seasonal high groundwater elevation shown on detail. See item 44, detail says noted on plans, where is this located? 55 X Vegetative cover shown over biofiltration facilities. See item 44. 56 X Appropriate license agreements have been executed and are provided for offsite discharge of storm water. ITEM OK NEED N/A GRAVITY IRRIGATION 57 X Plan approval letter is provided from the appropriate irrigation district. ITEM OK NEED N/A PRESSURE IRRIGATION 58 X Plans for a pressure irrigation system are provided (Required only if development contains more than four lots). 59 X The pressure irrigation system is not connected to the potable water system. 60 X Design provides a minimum of 15 gpm @ 45 PSI to each destination point. LS and Irrigation pump station plans list 475gpm capacity, this will serve 31 lots at a time. An irrigation schedule is required since all lots cannot be served at once. 61 X Easements are provided for all pressure irrigation piping. (Note on face of plat). 62 X Main line distribution piping is 3-inches in diameter or greater. 63 X Provisions are made for diversion and flow measurement from a gravity irrigation source ditch. 64 X Applicant provided verification with a signed contract indicating written assurance that provisions have been ---PAGE BREAK--- Revised 5/29/08 5/17/2021 Page 6 of 6 made for ownership, operation, and maintenance of the irrigation system. 65 X Provide written verification and plan approval from Star Sewer and Water District if potable water is planned to be used as a secondary irrigation source. 66 X Provided verification that water rights will be transferred to the association managing entity. 67 X If pressure irrigation will not be available to each lot at all times, provide rotation schedule for irrigation system usage identifying times and days that pressure irrigation will be available to each lot. ITEM OK NEED N/A RE-SUBMITTAL REQUIREMENTS* 68 X Return one revised plan set in pdf format with the redlined set for review and/or approval to Keller Associates. Unbound or un-collated plan sets will not be accepted. 69 X Provide a response letter, referencing the City of Star, with the revised plan set that highlights what actions were taken to correct any outstanding items. *All re-submittals should be returned to the City of Star for re-review. Notes: Additional Final Plat Comments:  Additional Construction Drawing Comments: ---PAGE BREAK--- AMENDED AND RESTATED DEVELOPMENT AGREEMENT WILDRYE CREEK SUBDIVISION This Wildrye Creek Subdivision Amended and Restated Development Agreement ("Agreement") is entered into by and between the City of Star, a municipal corporation in the State of Idaho, hereinafter referred to as "City", and Toll Southwest LLC, hereinafter referred to as "Owner". WHEREAS, Owner owns parcels of land of approximately 56.85 acres in size, currently located within the City of Star, Ada County, zoned R-3 and more particularly described in Exhibit A, which is attached hereto and incorporated by reference herein (the "Property"); WHEREAS, in 2007, the Property was annexed and zoned R-3DA and made subject to that certain Taurus Village Annexation and Development Agreement, dated September 25, 2007 between City and SB/CH Land Company (Rosti) LLC, recorded on September 28, 2007 as Instrument No. 107135135 in the office of the Ada County Recorder (“Original Development Agreement”); WHEREAS, the City, pursuant to Section 67-6511A, Idaho Code, and Star City Code at Title 8, Chapter 1, has the authority to enter into a development agreement for the purpose of allowing, by agreement, a specific development to proceed in a specific area and for a specific purpose or use which is appropriate in the area, and for a specific purpose or use and with specific approved design and dimensional standards; WHEREAS, the City has authority to enter into development agreements to condition annexations and re-zones; WHEREAS, the Property was never developed and the Original Development Agreement was never terminated; WHEREAS, Owner/Developer desires to proceed with development of the Property in accordance with this Agreement, which the parties agree will replace the Original Development Agreement; WHEREAS, the intent of this Agreement is to protect the rights of Owner’s use and enjoyment of the Property while at the same time mitigating any adverse impacts of the development upon neighboring properties and the existing community and ensuring the Property is developed in a manner consistent with City Ordinances; THEREFORE, the City and Owner, for and in consideration of the mutual covenants, duties and obligations herein set forth, hereby agree as follows: Section 1. Legal Authority. This Agreement is made pursuant to and in accordance with the provisions of Idaho Code Section 67-6511A and Star City Code, Title 8, Chapter 1. ---PAGE BREAK--- Section 2. Development/Uses/Standards. 2.1 Development Acreage and Uses Permitted. As to the Parcel shown on Exhibit A, Owner is allowed to develop 56.85 acres as follows: • Zoning Classification: The zoning classification is R-3-DA. • The Owner shall comply with all city ordinances relating to the property except as otherwise provided herein. 2.2 Site Design. The Preliminary Plat/Concept Plan, as set forth in Exhibit B, is hereby approved. 2.3 Uses. The development is hereby approved for a maximum of 169 single-family detached residential lots. 2.4 Setbacks. The development shall follow the following approved setbacks and dimensional standards: Minimum Front Yard Setback Minimum Rear Yard Setback Minimum Interior Side Setback Minimum Street Side Setback 15’ to living; 20’ to garage 15’ 5’ (1 and 2 stories) 15’ 2.5 Additional Requirements: • The public is permitted to use the proposed pathways within the new development. • If the City includes the Middleton Canal in the upcoming City Pathway System, the applicant shall grant a public easement to accommodate a 10-foot wide, paved and ADA compliant public pathway along the canal. • The applicant shall work with City Staff and the developer of Craftsman Estates to come up with solutions to the issue of the removal of the 2-foot buffer area between the two subdivisions. The applicant and/or City Staff shall update the neighbors on the proposed solutions and provide the Council with a summary of those communications. • The development shall include one-story homes along the entire eastern boundary of the subdivision. 2.6 Proportionate Share Agreement for ITD Improvements. Developer has agreed to participate in the costs of construction or improvements to the portions of the State Highway System within the City of Star and/or City of Star Area of City Impact. The Developer will pay the 167.112.00 traffic mitigation fee determined, or revised, by the Idaho Transportation Department as follows: the ---PAGE BREAK--- Developer will pay the City $989.00 per buildable lot within each phase prior to signature on the final plat for the applicable phase. The City will allocate the funds to roadway improvements in the vicinity of the project. The Developer shall pay this amount (unless otherwise revised by ITD) directly to the City of Star. The City will maintain this contribution in a specific Development Contributions account, to be distributed to ITD when requested for use with a specific Idaho Transportation Improvement Plan (ITIP) project within the City of Star Area of City Impact or City Limits in accordance with the terms of the Intergovernmental Agreement between the Idaho Transportation Department and the City of Star dated April 22, 2020. 2.7 Changes and Modifications. No change in the use or restrictions specified in this Agreement shall be allowed or changed without modification of this Agreement pursuant to the requirements of the Star City Ordinances. In the event Owner changes or expands the use permitted by this Agreement or fail to comply with the restrictions without formal modification of this Agreement as allowed by the Star City Ordinances, Owner shall be in default of this Agreement. 2.8 Conditions, Bonding for Completion. All of the conditions set forth herein shall be complied with or shall be bonded for completion by Owner before an Occupancy permit will be granted. Failure to comply with the Star City Ordinances or the terms of this Agreement shall result in a default of this Agreement by Owner. Owner may be allowed to bond for certain conditions at one hundred and fifty percent (150%) of the estimated cost of completion pursuant to Star City Ordinances. Section 3. Affidavit of Property Owner. Owner shall provide an affidavit agreeing to submit the Property to this Development Agreement and to the provisions set forth in Idaho Code section 67-6511A and Star Zoning Ordinance and such affidavit is incorporated herein by reference. Section 4. Default. The failure of Owner, its heirs or assigns or subsequent owners of the Property or any other person acquiring an interest in the Property, to faithfully comply with any of the terms and conditions of this Agreement shall be deemed a default herein. This Agreement may be modified or terminated by the Star City Council as set forth in the Star City Ordinances. In the event this Agreement is modified, Owner shall comply with the amended terms. Failure to comply with the amended terms shall result in default. In the event the City Council, after compliance with the requirements of the Star City Ordinances, determines that this Agreement shall be terminated, the zoning of the Property or portion thereof that has not been developed in accordance with this Agreement shall revert its prior zoning designation. All uses of such property, which are not consistent with the prior zoning designation, shall cease. A waiver by the City of Star for any default by Owner of any one or more of the covenants or conditions hereof shall apply solely to the breach and breaches waived and shall not bar any other rights or remedies of the City or apply to any subsequent breach of any such or other covenants and conditions. Owner, by entering into this Agreement, do hereby consent to a reversion of the subject property to its prior zoning designation in the event there is a default in the terms and/or conditions of this Agreement. ---PAGE BREAK--- Section 5. Unenforceable Provisions. If any term, provision, commitment or restriction of this Agreement or the application thereof to any party or circumstances shall, to any extent, be held invalid or unenforceable, the remainder of the instrument shall remain in full force and effect. Section 6. Assignment and Transfer. After its execution, this Agreement shall be recorded in the office of the County Recorder at the expense of the Applicant. Each commitment and restriction on the development subject to this Agreement, shall be a burden on the Property, shall be appurtenant to and for the benefit of the Property and shall run with the land. This Agreement shall be binding on the City and Owner, and their respective heirs, administrators, executors, agents, legal representatives, successors and assigns: provided, however, that if all or any portion of the Property is divided, each owner of a legal lot shall only be responsible for duties and obligations associated with an owner's parcel and shall not be responsible for duties and obligations or defaults as to other parcels of lots within the Property. The new owner of the Property or any portion thereof (including, without limitation, any owner who acquires its interest by foreclosure, trustee's sale or otherwise) shall be liable for all commitments and other obligations arising under this Agreement with respect only to such owner's lot or parcel. Section 7. General Matters. 7.1 Amendments. Any alteration or change to this Agreement shall be made only after complying with the notice and hearing provisions of Idaho Code Section 67- 6509, as required by Star City Code. 7.2 Paragraph Headings. This Agreement shall be construed according to its fair meaning and as if prepared by both parties hereto. Titles and captions are for convenience only and shall not constitute a portion of this Agreement. As used in this Agreement, masculine, feminine or neuter gender and the singular or plural number shall each be deemed to include the others wherever and whenever the context so dictates. 7.3 Choice of Law. This Agreement shall be construed in accordance with the laws of the State of Idaho in effect at the time of the execution of this Agreement. Any action brought in connection with this Agreement shall be brought in a court of competent jurisdiction located in Ada County, Idaho. 7.4 Notices. Any notice which a party may desire to give to another party must be in writing and may be given by personal delivery, by mailing the same by registered or certified mail, return receipt requested postage prepaid, or by Federal Express or other reputable overnight delivery service, to the party to whom the notice is directed at the address of such party set forth below. Star: City of Star Attn: City Clerk P.O. Box 130 Star, ID 83669 ---PAGE BREAK--- Owner: Toll Southwest LLC 3103 W. Sheryl Drive, Suite 100 Meridian, Idaho 83642 7.5 Effective Date. This Agreement shall be effective after delivery to each of the parties hereto of a fully executed copy of this Agreement. 7.6 Attorney Fees. Should any litigation be commenced between the parties hereto concerning this Agreement, the prevailing party shall be entitled, in addition to any other relief as may be granted, to court costs and reasonable attorney fees as determined by a court of competent jurisdiction. This provision shall be deemed to be a separate contract between the parties and shall survive any default, termination or forfeiture of this Agreement. IN WITNESS WHEREOF, the parties have hereunto caused this Agreement to be executed on the day and year set forth below. Dated this day 2021. Trevor A. Chadwick, Mayor ATTEST: Jacob M. Qualls, City Clerk ---PAGE BREAK--- OWNER: TOLL SOUTHWEST LLC, an Idaho limited liability company By: Susan Stanley Its: Division President STATE OF IDAHO ) ) ss. County of Ada ) On this day of 2021, before me the undersigned, a Notary Public in and for said state, personally appeared Susan Stanley, known to me to be the Division President of Toll Southwest LLC, who subscribed her name to the foregoing instrument, and acknowledged to me that she executed the same in said limited liability company’s name. IN WITNESS WHEREOF, I have hereunto set my hand and seal, the day and year in this certificate first above written. Notary Public for Idaho Residing at: My Commission Expires: ---PAGE BREAK--- Legal Description Wildrye Creek Subdivision A parcel of land located in a portion of Government Lot 6 and Government Lot 7, Section 6, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows: BEGINNING at an Aluminum Cap monument marking the West quarter corner of said Section 6, from which an Aluminum Cap monument marking the southwest corner of said Section 6 bears S 0°29'29" W a distance of 2642.36 feet; Thence along the northerly boundary of said Government Lot 6 S 88°39'08" E a distance of 1185.60 feet to a 5/8 inch rebar marking the center west 1/16 corner of said Section 6; Thence along the easterly boundary of said Government Lot 6 and Government Lot 7 S 0°55'45" W a distance of 2349.46 feet to a point on the centerline of the Middleton Canal; Thence along the centerline of said Middleton Canal the following described courses: Thence N 81 °50'06" W a distance of 182. 56 feet to a point; Thence a distance of 64.06 feet along the arc of a 150.00 foot radius curve right, said curve having a central angle of 24°28'1 0" and a long chord bearing N 69°36'01" W a distance of 63.58 feet to a point; Thence N 57°21'56" W a distance of 72.70 feet to a point; Thence a distance of 64.34 feet along the arc of a 145.00 foot radius curve left, said curve having central angle of 25°25'28" and a long chord bearing N 70°04'40" W a distance of 63.82 feet to a point; Thence a distance of 209.02 feet along the arc of a 400.00 foot radius curve right, said curve having central angle of 29°56'23" and a long chord bearing N 67°49'17" W a distance of 206.65 feet to a point; Thence N 52°51 '06" W a distance of 69.10 feet to a point; Thence a distance of 255.98 feet along the arc of a 4000.00 foot radius curve right, said curve having central angle of 3°40'00" and a long chord bearing N 51 °01 '06" W a distance of 255.94 feet to a point; Thence N 49° 11 '06" W a distance of 207. 99 feet to a point; Thence a distance of 118.68 feet along the arc of a 600.00 foot radius curve left, said curve having a central angle of 11 °20'00" and a long chord bearing N 54°51 '06" W a distance of 118.49 feet to a point; Thence N 60°31 '06" W a distance of 29.57 feet to a point; l.a ohat· ons Surveying and Consulting Aliso Creek Subdivision Job No. 20-67 Page 1 of 2 EXHIBIT A ---PAGE BREAK--- ---PAGE BREAK--- 4 GRAPHIC SCALE 0 FEET 1 inch = ft. Horizontal 80 40 80 160 80 PP-2.1 2 EXHIBIT B ---PAGE BREAK--- Single Story Single Story Single Story Single Story Will's Mothers House ---PAGE BREAK---