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HomeMy WebLinkAboutApproved Landscape Plans V1�ERmIAN� APPROVED DE COMPLIANCE SUMMARY: Coo. o82a 2 ICLE B - LAND5CAPING REQUIREMENTS FILE NUMBER.-- II-35-7. - Landscape Buffers Along Streets The minimum density of one (1) tree per thirty-five (35) linear feet is required. If this calculation results in a fraction of five (5) or greater, round up to an additional tree. If the calculation results in a fraction less than five (5), round the number down. LINDER ROAD FRONTAGE: 2G3 L.F. I TREE PER 35' = 7 TREES REQ. 7 TREE5 PROPOSED. 1,15TICK ROAD FRONTAGE: G12 L.F. I TREE PER 35' = 17 TREES KEQ. 17 TREE5 PROPOSED. II-35-8. - Parking Lot Landscaping Requirement. Provide a five-foot wide minimum landscape buffer adjacent to parking, loading, or other paved vehicular use areas, including driveways, vehicle sales areas, truck parking areas, bus parking areas, and vehicle storage areas. No linear grouping of parking spaces shall exceed twelve (12) in a row, without an internal Planter island. The planter island shall run the length of the parking space and may be reduced by two (2) feet to allow for improved vehicular maneuvering. Trees required. Each interior planter that serves a single row of parking spaces shall be landscaped with at least one (1) tree and shall be covered with low shrubs, lawn, or other vegetative ground cover. Each interior planter that serves a double row of parking spaces shall have at least two (2) trees and shall be covered with low shrubs, lawn, or other vegetative ground cover. Trees shall be centered within the planters. Deciduous shade trees shall be pruned to a minimum height of eight (8)feet above the adjacent parking areas. I TREE PER INTERIOR PLANTER PROVIDED. REF. LANDSCAPE PLAN. II-313-9. - Landscape Buffers to Adjoining Uses The required buffer area shall result in a barrier that allows trees to touch at the time of the tree maturity. LANDSCAPE PLAN TREE SYMBOLS DEPICT APPROXIMATE MATURE CANOPY SIZE STATED IN 'TKEA5URE VALLEY TREE 5ELECTION GUIDE". REF. LAND5CAPE PLAN. All buffers between different land uses may include any required perimeter parking lot landscape buffers (see subsection II-313-S.0 of this article) when calculatmg the minimum width of the buffer. REQUIRED BUFFER ALONG NORTH AND EA5T PROPERTY LINES INCLUDE PERIMETER PARKING LOT LANDSCAPE BUFFER TREES. II-3G-3. Standards. Open space requirement: TOTAL LOT � 173,000 S.F. A TOTAL OPEN SPACE = 41,42G S.F. (23.9% of total lot) (50% of area within landscape buffers along Ustick and Linder are included in total. 100% of area within landscape buffers on north and east property lines are included in total.) II-3B-G. - Irrigation standards. A. Irrigation required. All landscape areas regulated by this article shall be served with an automatic underground irrigation system. Additional requirements affecting pressurized Lrngabon systems can be found in section 9-1-28, "pressurized irrigation 5y5tCrrI of this Code. B. Performance specifications. I. Coverage. The Lrngation system shall be designed to provide one hundred(100) percent coverage within lawn areas with head to head spacing or triangular spacing as appropriate or point to point (drip) at each plant or plantmg area. 2. Matched precipitation rates. Sprinkler heads shall have matched precipitation rates within each control valve circuit. 3. Irrigation hydrozones. Sprinkler heads irrigating lawn or other high water demand areas shall be cmcuLted so that they are on a separate hydrozone from those irrigating trees, shrubs, or other reduced water demand areas. 4. Overspray. Sprinkler heads shall be adjusted to reduce overspray onto impervious surfaces such as streets, sidewalk, driveways, and parking areas. C. Backflow prevention. Provide an appropriate backflow prevention device as required by title 9, chapter 3, "cross connection control", of this Code. D. Non -potable water. Use of non -potable irrigation and/or reuse water is required when determined to be available by the city Public Works Department as set forth in section 9-1-28, "pressurized irrigation system", of this Code; reuse water may not be used for stormwater facilities. Water availability during the fall and spring seasons is also required by connecting to city potable water, city reuse water, and/or an on -site well as a secondary source. An exception may be approved for water consemnng designs as set forth in subsection II-3B-5.0 of this article. In such cases,the requirement for a secondary source may be waived by the Director. If city potable water is used, a separate water meter is required. E. Subdivision irrigation systems. If a pressurized Irrigation pump station is required on the developed property, such station shall be on a lot solely dedicated to that pump station. Said lot shall be owned by the entity that owns and maintains the pressurized Irrigation system. IRR EL 0 0 (18) Pm W Ustick Road J J J J J J J PER II-3A-3 (SHADED) I.LFiDZ` i IICLGJ DUIMLVIId L/ l..yFVIFVIVLy rvFVVI I..UIVI DILL UI t DLLPJL ICLiyiArll7 CC Cercis canadensis / Eastern Redbud 2" cal. (min.) 8'-10' ht. x 5'-G' spread 12 3/1_I10 Plan symbols depict approximate mature size stated in "Treasure Valley Tree Selection Guide" PC Prunus cera5ifera / Flowering Plum 2" cal. (min.) 8'-10' ht. x 5'-G' spread 19 3/1_I10 Plan symbols depict approximate mature size stated in 'Treasure Valley Tree Selection Guide" CLA55 II TREES BOTANICAL/ COMMON NAME CONT SIZE QTY DETAIL REMARKS AF Acer x freemanu / Freeman Maple 2" cal. (min.) 10'-12' ht. x G' spread 9 3/1_I10 Plan symbols depict approximate mature size stated in 'Treasure Valley Tree Selection Guide" CB Carpmus betUIU5 / European Hornbeam 2" cal. (min.) 10'-12' ht. x G' spread 10 3/1_I10 Plan symbols depict approximate mature size stated in "Treasure Valley Tree 5electlon Guide" GI Gleditsia triacanthos mermen / Thornless Honey Locust 2" cal. (min.) 10'-12' ht. x G' spread 17 3/LI10 Plan symbols depict approximate mature size stated in "Treasure Valley Tree 5electlon Guide" SHRUBS BOTANICAL/ COMMON NAME 51ZE SPACING QTY DETAIL REMARK5 Pm Paxistima myrsinites / Oregon Boxwood 5 gal 3G" o.c. 182 I/UIO Proposed as evergreen hedge to soften impact of parking where proposed landscape setback Ls reduced A2 to 18'. 55 5chizachyrium scoparium / Little Bluestem 5 gal 3G" o.c. 32 BUFFER SHRUBS AND GRA55E5 BOTANICAL/ COMMON NAME SIZE SPACING QTY DETAIL A Achnatherum calamagrostis / Silver 5pike Grass 5 gal 42" o.c. G3 I/1_I10 Q1 C Chamaebatiaria millefolium / Fernbrush 5 gal GO" o.c. 35 I/1_I10 Pv Prunus virgLniana / Chokecherry 5 gal 72" o.c. 10 I/1_I10 5 Salvia officmahs 'Berggarten' / Berggarten Garden Sage 5 gal 3G" o.c. 27 I/1_I10 GROUND COVERS BOTANICAL/ COMMON NAME CONT SPACING QTY DETAIL Arctostaphylos uva-ur51 / KLnnikinnick 4"pot 18" o.c. 1,019 sf 2/LI10 ArtemLsia ver5icolor / Curlicue Sagebrush I gal 30" o.c. 1,340 sf 2/1_110 .n LamLum maculatum /Spotted Dead Nettle 4"pot IS" O.C. 1,020 sf 2/LI10 �gp 50UD 50D BOTANICAL/ COMMON NAME CONT QTY Poa pratensis / Kentucky Bluegrass solid sod 45,708 sf 0 30 GO 90 feet SCALE: I" = 30' PRESSURIZED IRRIGATION 1. The pressurized irrigation system must be built to the standards of the irrigation district in which it is being constructed. 2. Install a reduced pressure backflow, preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. LICENSED LANDSCAPE ARCHITECT <i _IG913 • 2021-08 r" ADAM L. SUTLIFF State of Idaho ISSUE 2021-05-24 Issued for Site Permit 2021-06-08 CZC Review Comments 2021-07-01 CZC Review Comments 2 2021-08-27 Issued for Permit M COMEAUX A R C HI T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME LANDSCAPE PLAN SHEET NUMBER Ll 00 �ERt! APPROVED OAR OIWa22 ruNIAW:- — TREE AS SPECIFIED. DOUBLE STAKE WITH WIRE: #12 GALVANIZED WIRE THROUGH THE EYE 0= "CINCH -TIE" RUBBFR SlUPPORT. w II 2" DIAMC ER LCSGEPOLE PINE � w T,-TED TREE STAKES. SET m PERPENDICULAR TO PREVAILING Q II N,/ ND. X " REMOVE NURSERY STAKE BY THE n m END OF MAINTENANCE. �! � Q Q 1X3 CROSSTIE, AVOID RUBBING INJURY TO TRUNK. N � �=III BALL III —III Z BACKFILL PLANTING AS PER g PLANTING DETAIL. AVOID DAMAGE TO -HE RCOT BALL WITH THE SUPPCPT STAKES. 1 6" STAKING DETAIL PLANTING AT PLANTING AT TURF AREAS. SHRUB AREAS. SET ROC BN I CROWN 1-1/2" HIGHEF -H I1 T S RP3UNDING KEEP TURF CLEAR FOR A 18" FI I IE : EC. -, COPE RADIUS CIRCLE A- :, ND 'HI BA IL r FF'f I ROOTBALL TREE. MULCH WI H A C" IHICK FC- TI E SIN .,E. LAYER OF SHREDDED BARK. KEE - IHLC , 6" - 8" FROM SASE OF TREE. MULCH WATER WELL RECESS TURF AREA ARF_A TO 3" DEPTH. 1" TO ALLOW FOR MULCH. 6" HIGH WATER WELL AT SHRUB AREAS. FINISHED GRADE AT LAWN. _ —I FINISHED GRADE I � I —I AT SHRUBS " X X X X -- I I —I I I —I I I—_1 I I —I. + m m I_I min ROOTBALL Ili a 'D 00 3" BACKFILL BASE m " FIRMLY COMPACTED. o Q a Q Q FILTER FABRIC ON TOP 0, - " " OF GRAVEL BED, WRAP 00 1) o* � 4" UP ALL SIDES. 3" THICK GRAVEL BED AS BASE OF PLANT PIT. 2X ROOTBALL 48" AT 24" BOX FOUR 4" DIAMETER X 48" AT 36" BOX DEEP AU' -RED HCLES 72" AT BOX FILLED Nall- GRAVE. 48" 96" BOX 96" AT 48" PLANT PIT DETAIL SPECIMEN TREE PLANTING 1" = 1'-0.' FX-PL-FX-TREE-14 Notes: 1- See planting legend for groundcover species, size, and spacing dimension. 2- Small roots (V4" or less) that grow around, up, or down the root ball periphery are considered a normal condition in container production and are acceptable however they should be eliminated at the time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail). 3- Settle soil around root ball of each groundcover prior to mulching. GROUNDCOVER 3/4" = V-0" VdAT=R WELL: 4IIIGI' AT SHRUB, KC WAF_R WELL LAWN AREA. Z�TTf=III—I � I; III —III_ N z o �S = + oa< J J Q � -III; � � a u In o << Q 0 o " Ifm N - N ROOTBALL 2 X ROOTBALL 12" AT 1 GALLON 22" AT 5 GALLON 32" AT 15 GALLON SHRUB PLANTING 1" = V-0" Ddifed soil. Depth vanes. (See )ecifications for soil modification). SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL. r— FINISHED GRADE. PLANT TABLETS AS NOTED OR SPECIFIED. BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. NATIVE SOIL MIX FIRMLY COMPACTED. FX-PL-FX-SHRB-07 URBAN TREE FOUNDATION 02014 OPEN SOURCE FREE TO USE FX-PL-FX-GROU-01 LICENSED PLANTING NOTES: LANDSCAPE ARChiITECT I. Final grading shall be approved by the owner's LA-IG913 representative in the field prior to planting or planting layout. 2. Contractor is responsible for verifying locations of underground utilities prior to construction. 3. Trees shall be planted at least five (5') feet from any utility 2021-08-27 line and outside all utility easements. 4. Landscaped areas shall be kept free of trash, litter, and weeds at all times during construction. ADAM L. SUTLIFF 5. Landscape Contractor shall be responsible for fine State of Idaho grading, removal of miscellaneous debris and any additional fill required to create a smooth condition prior to planting in all planting areas. LSSUE G. The quantities shown on the plan are for the contractor's convenience. Contractor shall verify all quantities. 2021-o5-2a issued for Site Permit 7. Contractor shall provide samples of compost and 2021-06-08 CZC Review Comments compost mulch mix to the Owner's representative along 2021-07-01 CZC Review Comments with soil testing data. 8. Excess soil from landscape grading to be removed and 2021-08-27 issued for Permit disposed off -site by the Contractor. 9. All plants shall be nursery grown or transplanted on site and in accordance with The American Standard for Nursery Stock latest edition. 10. All plants shall be hardy under climatic conditions similar to those in the locality of the project. 11. All plants shall be typical of their species or variety and shall have a normal growth habit. They shall be sound, healthy and vigorous, well balanced and densely foliated when in leaf. They shall be free of disease and insect pests, eggs or larvae. Plants shall have healthy, well -developed root systems. 12. Substitutions: when plants of a specified kind or size are not available within a reasonable distance, substitutions may be made, upon request by the contractor, if approved by the owner or their representative. 13. Measurement: dimensions of trees and shrubs shall conform to The American Standard for Nursery Stock latest edition. 14. Size: all plants shall conform to the measurements specified on the plant material schedule unless authorized, in writing, by the owner or their representative. M C O M E A U X 15. Balled plants shall be dug with firm, natural balls of earth of a diameter and depth to include most of the fibrous A R C H I T E C T S roots. Container grown stock shall have been grown in a container long enough for the root system to have 2121 Brittmoore Rd. #1300 sufficiently developed to hold its soil together firm and Houston, Texas 77043 whole. No plants shall be loose in the container or root 832.530.4769 bound. IG. Root balls and canopies of all plants shall be adequately protected at all times from sun and drying winds or frost. 17. The Owner or their representative shall be notified prior to be6jmnm6j planting operations. 18. Plants with broken root balls, excessive damage to the DEVELOPER crown, or girdling roots shall be replaced prior to MRS Landholdings planting. 1716 N. Stagno Bello Place 19. Trees shall be staked and guy -wired, when required, Eagle, ID 83616 according to accepted industry practice and details. 707-999-8006 20. Each newly planted tree and shrub shall be pruned in Justin Waters accordance with The American Association of Nurserymen standards or as directed by owner's representative to preserve the natural character of the plant. All dead wood, sucker, and broken or badly bruised branches shall CONSULTANTS be removed. CIVIL ENGINEER 21. Mulch: immediately after planting operations are J-U-B Engineers, Inc. completed all trees and shrub planting pits shall be 2760 W. Excursion Ln. Suite 400 covered with a 2" layer of shredded decomposed Meridian, ID 83642 hardwood mulch or other material approved by the owner 208-376-7330 or their representative. Mulch limits for trees shall be the area of the pit; mulch limits for shrubs in beds shall be the MEP ENGINEER entire area of the shrub bed. APM Engineering & Design 22. Planting soil for trees if native topsoil is not available shall 202Industrial Blvd.. Suite 403 consist of 20% to 30% organic material mixed with Sugar Land, TX 77478 existing soil at a rate of 1/3 planting soil to 2/3 existing 832-332-1521 soil for bedding plants. 23. Planting soil for shrub beds consists of 100% mix soil with STRUCTURAL ENGINEER compost from Nature's Way Resources or approved equal. BEC Engineers and Consultants, LLC 24. Guarantee: all plant material shall be guaranteed by the 3200 Wilcrest Dr. Suite 440 contractor no less than 90 days from the date of Houston, TX 77042 installation. The Owner shall be responsible for 832-240-3771 maintenance unless otherwise agreed with the Contractor. It shall be the Contractor's responsibility to LANDSCAPE ARCHITECT monitor the project durmg the guarantee period and Adam L. Sutliff, RLA inform the owner if problems develop with the plant 11020 Meadow Rue material. A plant shall be considered dead if 25% or more The Woodlands, TX 77380 of the crown, or main leader has died. 713410-5111 25. All planting shall be at the locations indicated on the drawings. The Contractor shall be responsible for planting at the correct grades to ensure positive drainage, and for establishing planting beds as indicated. PROJECT NAME 2G. Layout of planting: the contractor shall lay out, with Identifiable stakes, the location of all plants and the arrangement and outlines of planting beds as indicated on Sawtooth drawing. The layout of planting shall be approved by the project representative prior to any excavation of plant La d i pits or plant bd es. n n g 27. Conditions detrimental to plants: The contractor shall notify the project representative, in writing, of all soil or Office drainage conditions which the contractor considers detrimental to the growth of plants. The contractor shall Condominium state the conditions and submit a proposal for correcting s the conditions, including any change in cost for review and acceptance by the project representative. 28. Minor adjustment to tree location may be necessary due to field conditions and final grading. The contractor shall notify the owner if major adjustments are required. PROJECTADDRESS 29. Use triangular spacing of plant material when planting large masses, unless otherwise noted. 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME LANDSCAPE PLAN - NOTES AND DETAILS SHEET NUMBER L110 E- ATION NOTES: APPROVED 5CH 40 class PVC pipe or better shall be used for all 5ectlon5 of pipe DATE. 0srz4122 inder constant pressure. i,iii,"11_11,1 5DR 21 Class 200 PVC or better shall be used for other main Imes Ind laterals. 3. All PVC jomt5 shall be the cement solvent type with colored primer. 4. All exposed Aping shall be insulated, secured and protected from UV light deterioration. 5. Irrigation components shall not be used in excess of the manufacturer's pubh5hed performance limitations. Minimum and maximum on all Sprinkler heads shall be within the standards recommended by the manufacturer's publication. G. Irrigation systems shall not use above -ground spray CM1551on deVICe5 in landscapes that are bordered on two or more sides and are less than 48" in length or width (not including impervious surfaces). narrow paved walkways, jogging paths, and Similar areas located in cemeteries, parks, golf courses or other public areas are exempt if the runoff drams into a landscaped area. 7. All Sprinkler heads shall direct flow away from a hard5cape and shall not be m5talled closer than 4" from a hard5cape. 8. Irrigation zones shall be based on plant material type, microclimate, topographic features, soil conditions and hydrological requirements. 9. All sprinkler heads shall be arranged such that they do not spray water on or over any lmpervlou5 material. 10. All irrigation systems shall be d651cjned, m5talled, maintained, altered, repaired serviced and operated in a manner that promotes water conservation. 11. All main line piping shall be burled 12" min. in depth. All other laterals shall be buried G" min. in depth. 12. All irrigation systems shall be equipped with a rain or moisture shut-off device or other water saving technology. Such devices or technology shall be designed and installed to inhibit or interrupt operation of the irrigation system during periods of high Soil moisture or rainfall. 13. All irrigation systems shall have a backflow prevention device installed that protects the public water supply system from cross contamination. 14. The backfIOW device shall be a pressure vacuum breaker (PVB), reduced pressure zone (RPZ) or a double check valve (DC) backflow prevention device. For systems where chemicals are induces, or a health hazard exists, an RPZ 15 the only device allowed. 15. A PVB shall be installed such that the elevation of the bottom of the device 15 at least 12" above the highest Sprinkler head on the system. A RPZ or DC shall be m5talled a minimum of 12" above grade in a manner where the device cannot be submerged. IG. The backflow prevention device shall be tested by a licensed certified tester upon m5tallation prior to the system being placed in service. 17. The backflow prevention device shall be secured and protected. See #4. 18. Contractor shall install all equipment a5 per manufacturer's current specifications and recommendations. 19. Contractor shall carefully verify a minimum static pressure of GO p.5.1. at the water meter. Contractor shall notify the Owner if water pressure 15 less than or Significantly higher than noted. 20. Coordinate exact locations of water meter, backflow prevention device, controller and weather sensors with the General Contractor. General Contractor shall provide 115vac, single phase power to the controller. 21. Contractor shall be re5pon5ible for damages caused to all utilities (both overhead and below ground) during the irrigation system m5tallation. Contractor shall seek the assistance of local utility providers and the owners to locate utilities prior to commencement of any trenching actlVltle5. 22. All 5leevin6j provided for the irrigation system shall be a5 specified on the Site Plan, Irrigation Plan or Sleeve Plan and installed by the General Contractor. All 5leeving under vehicular paving shall be buried a minimum of 18" and a maximum of 24" below the bottom of pavement. All 5leeving under pedestrian paving shall be buried a maximum of 4" below the bottom of pavement or prepared base. Ends of sleeves shall extend 18" (min.) past the edges of all paving and curbs and taped closed or capped. The ends of each sleeve shall be clearly marked for future use by the Irrigation Contractor. 20"X14" JUMBO PLASTIC BOX. PVC TRUE UNION BALL VALV 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH AT / TURF. 80 RISER. SxT TEE WIT NIPPLE AT MAINLINE. %" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. RCV AS SPECIFIED. FILTER AS SPECIFIED. r PRESSURE REGULATOR AS SPECIFIED. PVC UNION W/ SHORT NIPPLES. 0 m OUTLET PIPE SAME SIZE AS VALVE, MIN. LENGTH TO FIRST FITTING. 45' DOWN AS REQ. TO LATERAL PIPE DEPTH. TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF THE BOX. 111 DRIP VALVE/FILTER/REGULATOR 1 1/2" = V-0" FX-IR-FX-DRIP-12 Ustick Road VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM DESIGN PSI FRICTION LOSS VALVE L055 P51 P51 @ POC PRECIP I Hunter PGV-151 Globe 1-1/2" Shrub Spray 19.3G 30 4.7G 3 37.77 51.78 1.87 in/h 2 Hunter PGV-151 Globe 1-1/2" Turf Spray 28.79 30 4.05 3 37.05 52.94 1.9G in/h 3 Hunter PGV-IOOG I" Bubbler 15.00 30 2.38 I.G 33.98 47.3G 3.4 in/h 4 Hunter PGV-151 Globe 1-1/2" Shrub Spray 25.G7 30 4.15 3 37.15 52.4G I.SG in/h 5 Hunter PGV-151 Globe 1-1/2" Turf Spray 27.17 30 5.88 3 38.88 54.52 1.39 in/h G Hunter PGV-IOOG I" Turf Rotary 13.52 30 2.05 I.G9 33.74 4G.89 0.37 in/h 7 Hunter PGV-IOOG I" Bubbler 18.00 30 4.08 2.G2 3G.7 50.51 3.4 in/h 8 Hunter PGV-IOOG I" Shrub Spray 17.39 30 2.SG 2.41 35.27 49.01 2.19 in/h 9 Hunter PGV-IOOG I" Turf Rotor 17.GO 30 1.75 2.4.5 34.23 48 O.G2 1n/h 10 Hunter PGV-151 Globe 1-1/2" Turf Rotary 20.32 30 5.17 3 38.17 52.3 0.3G in/h 11 Hunter PGV-151 Globe 1-1/2" Shrub Spray 34.82 30 3.52 3 3G.52 54.01 2.19 in/h 12 Hunter PGV-151 Globe 1-1/2" Turf Rotor 25.80 30 4.25 3 37.25 52.44 0.5 in/h 13 Hunter PGV-151 Globe 1-1/2" Bubbler 20.00 30 5.79 3 38.79 52.08 3.4 in/h 14 Hunter PGV-151 Globe 1-1/2" Turf Spray 21.5G 30 3.28 3 3G.27 49.7G I.G7 in/h 15 Hunter PGV-I51 Globe 1-112" Turf Rotor 29.20 30 2.5G 3 35.5G 49.97 0.5G 1n/h IG Hunter PGV-151 Globe 1-1/2" Shrub Spray 2G.17 30 4AG 3 37.15 51.51 1.8 1n/h 17 Hunter PGV-151 Globe 1-1/2" Turf Spray 28.53 30 2.78 3 35.78 50.44 I.G9 in/h 18 Hunter PGV-IOOG I" Bubbler 14.00 30 2.4G I.GG 34.12 47.04 3.4 in/h 19 Hunter PGV-151 Globe 1-1/2" Turf Rotary 30.38 30 5.3G 3 38.35 54.42 0.28 Win 20 Hunter PGV-I51 Globe 1-112" Shrub Spray 20.05 30 2.51 3 35.51 49.53 2.27 in/h 21 Hunter PGV-151 Globe 1-1/2" Turf Rotary 28.G8 30 5.45 3 38.45 54.13 0.27 tn/h 22 Hunter PGV-151 Globe 1-1/2" Shrub Spray 18.57 30 2.38 3 35.37 49.18 2.28 1n/h 23 Hunter PGV-151 Globe 1-1/2" Shrub Spray 25.84 30 5.82 3 38.81 54.8 2.47 1n/h 24 Rain Bird XCZPGA-100-PRF I" Area for Dripline 5.49 20 4.13 4.5G 28.G9 41.23 3.02 in/h 25 Hunter PGV-151 Globe 1-1/2" Shrub Spray 24.37 30 5.7G 3 38.7G 54.3G 2.34 in/h CRITICAL ANALYSIS Generated: 2021-C7-14 06:26 P.O.C. NUMBER: OI Water Source Information: FLOW AVAILABLE Water Meter 5ize: 1-1/2" Flow Available: 75.00 gpm PRESSURE AVAILABLE 5tatic Pressure at POC: G5.00 P51 Elevation Change: 5.00 ft 5ervice Line 5ize: 3" Length of Service Line: 20 ft Pressure Available: G3.00 psi DE51GN ANALY515 Maximum Station Flow: 34.82 gpm Flow Available at POC: 75.00 gpm Residual Flow Available: 40.18 gpm Critical 5tation: 23 Design Pressure: 30.00 psi Friction Loss: 5.29 psi Fittings Loss: 0.53 psi Elevation Loss: 0.00 psi Loss through Valve: 3.00 psi Pressure Req. at Critical 5tation: 38.81 psi Loss for Fittings: 0.22 psi Loss for Main Line: 2.21 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 12.18 psi Loss for Water Meter: 1.38 psi Critical 5tation Pressure at POC: 54.80 psi Pressure Available: G3.00 psi Residual Pressure Available: 8.20 psi J d on 1Y4 �..� 1Yz PROPOSED ENTRY DRIVE 0 20 40 GO feet SCALE: I" = 20' The Irrigation Plan 15 diagrammatic in nature. The intent of the drawings 15 to show the general layout and logic of the system. Scaled measurements may not be accurate. Actual locations and quantities of pipe and fittings may vary due to field adju5tment5 for existing conditions and other obstructions to provide the proper and intended coverage. LICENSED LANDSCAPE ARCHITECT LA-IG913 • 2021-08-27 ADAM L. SUTLIFF State of Idaho ISSUE 2021-05-24 Issued for Site Permit 2021-06-08 CZC Review Comments 2021-07-01 CZC Review Comments 2021-08-27 Issued for Permit M COMEAUX A R C H I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713-410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME ENLARGED IRRIGATION PLAN SHEET NUMBER L200 IRRIGATION SCHEDULE �ERt! APPROVED •h osrza22 rY NIAW: - - PVC MAINLINE. DRIP VALVE / FILTER 1 REGULATOR. TYPICAL OFFSET 2' _�:: FROM HARDSCAPE, 4" FROM PLANTED AREA. TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. 3/4" PVC LATERAL PIPE. Yz' POLYETHYLENE OR PVC HEADER. '- TYPICAL COMPRI FITTING. DRIPLINE SPACING' AS NOTED. AIR RELIEF VALVE AT HIGH POINT, IF INDICATED. TYPICAL DRIP LINE - WITH EMITTER SPACING AS NOTED. TIE J'_VVN `, AKE AT ALL TEES, ELLS, AND AT 4' O.C. AT CLAY, 3' O.C. AT LOAM, OR 2' O.C. AT SAND. FLUSH VALVE OR - CAP AT LOW END, AS NOTED. END FEED EXAMPLE CENTER FEED EXAMPLE SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE AIICNCVER POSSIBLE. 2. INST-L AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP 13 OF SLOPE, 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM Y3 OF THE SLOPE. 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM Y3 ON A SEPARATE VALVE. GRID PRECIPITATION RATES (IN/HR) EMITTER FLOW RATE EMI- EF LATERAL 0.6 0.9 Sf'AC LC SPACING 0.96 1.44 12 12 18 18 0.69 1.03 24 24 0.28 0.41 LATERAL FLOW PER 100 FT (GPM) EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GPH 1.0 GPM .67 GPM .50 GPM 0.9 GPH 1.5 GPM .0 GPM .75 GPM MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2" 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1-1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI MAXIMUM LATERAL LENGTH (FEET) EMITTER FLOW RATE GPH 12" SPACING 18" SPACING 4" SPACING PSI 0.6 0.9 0.6 0.9 C.6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 WATER SOURCE: DRIP VALVE i--- OR LATERAL FROM VALVE. '- -�LANDSCAPE DRIPLINE TUBING. / PVC MANIFOLD LINE WITH PVC TEE. F FLUSH CAP: RAIN BIRD \ MDCFCOUP WITH MDCFCAP. (�Q1�AIR RELIEF VALVE: RAIN BIRD \ AR VALVE KIT, INSTALL AT HIGH POINT OF SYSTEM. F \ A IA "C" SHAPED DOGBONE SHAPED �F 1 A ODD SHAPED CORNER SHAPED COMPRESSION ADAPTER: RAIN BIRD 600-CF-1. USE AN ABS TO PVC BONDING SOLVENT FOR GLUING ADAPTER TO PVC TEE. PVC TEE 1_ PVC MANIFOLD LINE. 4-- LANDSCAPE DRIPLINE TUBING. v � 4- A A � I L= I I � I CURVED POLYGON HOURGLASS SHAPED SYMBOL MANUFACTURER/MODEUDE5CRIPTION CITY P51 DETAIL A & & a a Ram Bird 1804-PR5 15 5trip Series 49 30 10/1-220 EST LCS RCS CST SST Turf Spray 4.0" Pop -Up 5prmkler with Co -Molded Wiper 5eal. 112" NPT Female Threaded Inlet. Pressure Regulating. p p 400 Ram Bird 1804-PR5 ADJ 53 30 10/1-220 415608 10 Turf Spray 4.0" Pop -Up 5prmkler with Co -Molded Wiper 12 15 18 5eal. 1/2" NPT Female Threaded Inlet. Pressure Regulating. ®© ®©® Ram Bird 18OG-PR5 15 5trip Series 125 30 8/1-220 EST LCS RCS CST SST Shrub Spray G.O" Pop -Up 5prmkler with Co -Molded Wiper 5eal. 51de- and Bottom Inlet. 112" NPT Female Threaded Inlet. With Pressure Regulating Device. ® © ® to Rain Bird ISOG-PR5 ADJ 131 30 8/1-220 4t2 6 15 8 10 t6 Shrub Spray G.O" Pop -Up 5prmkler with Co -Molded Wiper Q1z 1s 18 5eal. Side and Bottom Inlet. 112" NPT Female Threaded Inlet. With Pressure Regulating Device. Q © 0 Hunter MPI000 PR05-04-PR530-CV 18 30 10/1-220 Turf Rotator, 4" pop-up with check valve, pressure regulated to 30 psi, MP Rotator nozzle on PR530 body. M=Maroon adj arc 90 to 210, L=Light Blue 210 to 270 arc, O=Olive 3GO arc. ID V G Hunter MP2000 PR05-04-PR530-CV 154 30 10/1-220 Turf Rotator, 4" pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PR530 body. K=Black adJ arc 90-210, G=Green adJ arc 210-270, R=Red 3GO arc. ® ❑o L ❑ Rain Bird 1804-PR5-1400 Flood 1401 G7 30 12/1-220 1401 1402 14041408 Flood Bubbler 4.0" popup with pressure regulating device. SYMBOL MANUFACTURER/MODEUDE5CKIPTION CITY P51 GPM RADIU5 DETAIL 03 Hunter PGP-ADJ G 30 0.90 30' 5/1-220 Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. Standard Angle Red Nozzle. Lower Precipitation Rate. O5 Hunter PGP-ADJ 14 30 I.GO 34' 5/1-220 Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. Standard Angle Red Nozzle. Lower Precipitation Rate. 08 Hunter PGP-ADJ 14 30 3.20 37' 5/1-220 Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. Standard Angle Red Nozzle. Lower Precipitation Rate. SYMBOL MANUFACTUKER/MODEUDE5CKIPTION CITY 8 Rain Bird XCZPGA-100-PPF I" I Medium Flow, 3-15gpm, with I" PGA valve and I" Pressure Regulating RBY filter and 40p51 pressure regulator. It is 2 wire compatible residential control zone kit. Area toReceive Dripline Rain Birur d XFD-09-12 3G4.9 I.f. XFD On-5urface Pressure Compensating Landscape Dripline. 0.9 GPH emitters at 12" O.C. Dripline laterals spaced at 12" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings. SYMBOL MANUFACTURER/MODEUDE5CRIPTION CITY DETAIL Hunter PGV-IOOG I" G 1/1_220 I" Plastic Electric Remote Control Valve, for Kesidential/Light Commercial Use. Female NPT Inlet/Outlet. Globe Configuration, No Flow Control. Hunter PGV-151 Globe I-1/2" 18 I/L220 1-1/2" Plastic Electric Remote Control Valve, for Residential/Light Commercial Use. Female NPT Inlet/Outlet, With Flow Control. Globe Configuration. ZH 5hut Off Valve I 2/L220 1", 1-112", 2", and 3" Plastic Full Block True Union Ball Valve. Shut Off/Isolation Valve to Eliminate Water Hammer. Install same size as mainline. BF Febco 825Y 1-1/2" 1 4/L220 Reduced Pressure Backflow Preventer © Hunter IC-2400-PL I G/L220 Modular Controller, 24 stations, Outdoor Model, Plastic Cabinet. Commercial Use. With three ICM-GOO modules included. ® Hunter FREEZE-CLIK I Freeze Sensor installs easily to shut system off to avoid dangerous, icy conditions. 5 year warranty. ® Hunter WK-CLIK I 3/1_220 Rain Sensor, install within 1000 ft of controller, in line of sight. 22-28 VAC/VDC 100 mA power from timer transformer. Mount as noted. -1 Water Meter 1-1/2" 1 Irrigation Lateral Line: PVC Class 200 5DR 21 3/4" 9,041 I.f. 9/L220 Irrigation Lateral Line: PVC Class 200 5DR 21 1" I,GGI I.f. 9/L220 Irrigation Lateral Line: PVC Class 200 5DR 21 1 1/4" 1,03G I.f. 9/L220 Irrigation Lateral Line: PVC Class 200 5DR 21 1 112" 273.2 I.f. 9/L220 Irrigation Lateral Line: PVC Class 200 5DR 21 2" IG.O I.f. 9/L220 Irrigation Mainline: PVC Schedule 40 2" 2,151 I.f. 9/L220 Pipe Sleeve: 4" PVC Class 200 5DR 21 57G.4 Lf. 11/L220 Pipe Sleeve: G" PVC Class 200 5DR 21 283.5 I.f. Valve Callout Valve Number Valve Flow #" Valve Sae I I I I I \ \ \ J 1 1 25' WIDE CONCRETE DRIVEWAY W Z J L U Q . 1 1 1 1 _L 1 1 /, 5 - EXISTING PINES TO REMOVE (4" - Ilia CAL.) Prohibited 5pecle5. O 20 40 GO feet 5CALE:1" = 20' LICENSED LANDSCAPE ARCHITECT <i:-IG913 2021 ADAM L. 5UTLIFF State of Idaho SUE 2021-05-24 Issued for Site Permit 2021-06-08 CZC Review Comments 2021-07-01 CZC Review Comments 2021-08-27 Issued for Permit M COMEAUX ARCH I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, RLA 11020 Meadow Rue The Woodlands, TX 77380 713410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME ENLARGED IRRIGATION PLAN SHEET NUMBER TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS 3" = V-0" FX-IR-RB-DRIP-32 L21 0 LICENSED LANDSCAPE ARCHITECT I G913 ERIDIANk- APPROVED ChM, 0&2a22 FU NUMBER. -- PVC SLIP -THREAD ADAPTER. BUBBLER NOZZLE AS SPECIFIED. 3" ABOVE GRADE. WATER WELL AS PER PLANTING DETAIL. III=11= —III—III- FINISHED GRADE. -III- 11=III=III- -III-1 1=1 -III=III W ROOT BALL -III I_ l ❑ —1 1/2" IPS FLEX HOSE WITH CD PVC FLEX GLUE AND PRIMER. LENGTH AS REQUIRED. 0 PCV LATERAL LINE. m PVC ADAPTER. THREAD -7 36"± TREE BUBBLER ON FLEX HOSE RISER 3" = V-0" ALS-IR-02 Irrigation Sleeve Note: 1. All sleeving provided for the irrigation system shall be as specified on the Site Plan, Irrigation Plan or Sleeve Plan and installed by the General Contractor. All sleeving under vehicular paving shall be buried a minimum of 18" and a maximum of 24" below the bottom of pavement. All sleeving under pedestrian paving shall be buried a maximum of 4" below the bottom of pavement or prepared base. Ends of sleeves shall extend 18" (min.) past the edges of all paving and curbs and taped closed or capped. The ends of each sleeve shall be clearly marked for future use by the Irrigation Contractor. SOLVENT WELD CAP ON STUB -UP 36"ABOVE FINISHED GRADE FINISHED GRADE VEHICULAR PAVING ANDIOR CURB PER PLAN \�\ F E �\ ro N FINISHED GRADE PEDESTRIAN FLATWORK PER PLAN Finished grade. Direct burial low voltage I l control wires. NOTES: 1- See irrigation legend for mainline and lateral line pipe size and type. 2- Direct burial control wires shall be installed in Sch. 40 PVC electrical conduit if required. 3- 2-wire irrigation wire shall be installed in Sch. 40 PVC electrical conduit. 4- Detectable locator tape shall be located six inches (6") above the entire mainline ran. IRRIGATION TRENCHING SLEEVE \ \ PER PLAN X\\��\ SLEEVE PER PLAN 90' ELL 24" BEYOND 90' ELL 24" BEYOND EDGE OF PAVEMENT EDGE OF PAVEMENT VEHICULAR APPLICATION I I PEDESTRIAN APPLICATION TYPICAL IRRIGATION SLEEVE 3/8" = 1'-0" LU 0 O w m TURF POP UP HEAD. — z 1/2" MARLEX STREET ELL. BARB ELL X MIPT. 1/2" MARLEX STREET ELL. / L PVC TEE (SXSXT) OR ELL. LATERAL LINE. d 4 4" TO CURB OR WALK. 1/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. TURF SPRAY FLEX ASSEMBLY 1 1/2" = T-O" ALS-IR-09 Non -pressurized line (lateral line). Detectable locator tape. Pressurized line (mainline). UR&W TRn'FOnlRMETO WE OPEN SOURCE FREE TO USE FX-IR-FX-AUXEQ-08 d ° 4 INSTALL ASSEMBLY — — —_ W — 1" TO 1 1/2"ABOVE III—III—III— =1=1 = ° ❑ FINISHED GRADE. � � I— II w SIDE INLET OPTION. --1 m Z) HIGH POP HEAD. 4 C z 1/2" MARLEX STREET ELL. TO OR BARB ELL X MIPT. WALK. (V STREETRELL LATERAL LINE. IL Il PVC TEE (SXSXT. OR ELL. 1/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. SHRUB SPRAY HIGHPOP W/FLEX ASSEMBLY 3" = T-O" ALS-IR-06 STANDARD GUARDSHACKT- ENCLOSURES STANDARD GUARDSHACKi° AND COAST GUARDSHACKT• SIZES INTERNAL DIMENSIONS '+DMA x GS-M1 16" W x 37" H x 18" L HINGED W/GATE t GS-M2 16" W x 48" H x 18" L HINGED W/GATE " r r GS - NP1 24" W x 40" H x 31" L HINGED W/ GATE r,xtk GS-NP1.5 24"Wx40"Hx 38"L HINGED W/GATE GS-NP2 30" W x 48" H x 47" L HINGED W/GATE GS-NP3 38"Wx60"Hx47"L HINGED W/GATE GS - NP3.5 38" W x 60" H x 58" L HINGED W/ GATE For 304 S. S. , order as CGS using same model If - POWDERCOATED UNITS Pre-powdennat Treatment Process Clean GuardShackTM unit with a S-44 alkaline GUARDSHACKTM GENERAL SPECIFICATIONS cleaner, overflow rinse, apply an AC-8115 iron phosphate • All pipe shall be 1 '/." schedule 40 A.S.T.M. A-53 Grade A- Electric Weld pipe. treatment, overflow rinse and finish with a #198 sealer rinse to • Angle Iron shall be 1 " x 1"x Ye" steel. prevent rusting and improve adhesion. • Stainless steel units shall be 1 Y.." schedule 10 A.S.T. M. A-312 304 S.S. • Expanded metal shall be/" spacing x # 13 Ga. flattened diamond pattern steel. Powdercoat Treatment Process • All hinges shall have hiddenfinternal mounting points. Units shall be preheated and coated by electrostatic application • All stainless steel shall be sandblasted after fabrication to remove burrs, flashing and of 2.0 to 3.5 mil thickness on all surfaces. Powder shall be RAL sharp edges. 1019 Woodlands Tan or TCI 8810-6058 Forest Green or • There shall be no exposed ends of expanded metal on the outside of the enclosure. ed inch inch pounds approved equal Impact Resistance Finish 16inch • Welding shall be a minimum of Y.." long welds on 4" spacing. direct pounds reverse, per ASTM D0 specs. • Hardware kits provided for mounting enclosures. See HK-300/HK-700 for hardware Gloss Finish >85, per ASTM D-523. Adhesion to be rated specifications. excellent when tested to ASTM D-3359 standards. • On 304 S.S. units, all hinges, exposed hardware, and brackets shall be 304 S.S. • All hardware shall be securely attached to enclosures. • All enclosures shall withstand a minimum of 200 lbs. per square foot without any STAINLESS STEEL ELECTRO-POLISH FINISH permanent deflection or distortion. • 3/8" spacing between angle iron framework of enclosure and slab to prevent All 304 Stainless Steel units shall be chemically electro-polished rusting. Only pipe ends to touch slab. to impart a lustrous finish to the unit. BPDI-GuardShack Enclosures 3831 E. GROVE STREET PHOENIX, ARIZONA 85040 (602) 426-1002 GUARD SHACK BACKFLOW ENCLOSURE SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 1/2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. FINISHED GRADE. ro LONG SWEEP ELL. WALL MOUNT CONTROLLER 1" = V-O" FINISHED GRADE ROTOR HEAD PER SPECS SWING JOINT: HUNTER'PRO-FLEXTUBING, HSBE-075 ELBOWS (2), & MARLEX STREET ELBOW (1) LATERAL TEE OR ELL LATERAL PIPE 2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. W (7 �Uj ro 12"X12"X4"STEEL JUNCTION BOX. GROUP WIRE BUNDLES _ AND SPLICE TO 18 GA. WIRES WITH TERMINAL STRIP AS PER SPECIFICATIONS. W 0_ C6 0> a 2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. USE PVC SCH. 40 BELOW GRADE. OPTIONS ❑ R = FACTORY INSTALLED PFCLAINED RNgBFR COVER ❑ CV = F C,OR" I Td I I I L L r�IV '.,I . I I T I I I I, I, ,�IV .,I I' ALVE TYP. ROTOR HEAD WITH FLEX SWING JOINT 3" = 1'-0" ly THIS MUST BE A REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) BACKFLOW DEVICE \ DEVICE AS SPEC IED. \ to J a Q 0 O = Lv c� W w O = 0- COVER SIZE +6' LENGTH AND WIDTH d d4 SERVICE ° SIDE. CONCRETE THRUST BLOCKS, 90 LES. OF CONCRETE EACH. BACKFLOW W/ENCLOSURE MORE THAN MOUNT RECEIVER UNIT NO FURTHER THAN F FROM CONTROLLER. WIRELESS RAIN-CLIK ALS-IR-05 J 3"=V-0" ALS-IR-08 BACKFLO COVER AS SPECIE ED. GALVANIZ NIPPLES AND ELL A REQUIRED. GALVANIZ D UNIONS AT E SIDE. GALVANIZE RISERS. 4" T ICK MIN. C CRETE PAD. GALVANIZED LL AND NIPPLE, TYP AL. PVC C R OR REDUC R AS RED.. TYP. MAIN LINE, SIZE AS PER PLANS. 10"X15" RECTANGULAR BOX WITH 6" EXTENSION. ISOLATION BALL VALVE AS SPECIFIED, SAME SIZE AS MAIN LINE. SCHEDULE80 THREADED NIPPLE AS REQUIRED. ADAPTER. PVC MAIN LINE. TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF BOX. 1/2" WIRE CLOTTH GOPHER SCREEN, WRAP UP SIDES. TRUE UNION BALL ISOLATION VALVE 1 1/2" = V-0" 2" MINIMUM, MAXIMUM BELOW TOP OFF BOX. 1OX15 RECTANGULAR VALVE BOX. REMOTE CONTROL VALVE, ONE PER BOX PLASTIC I.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS ONI 30" LOOPED WIRES. w OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. � TO FIRST FITTING. 0 45 DOWN AS w REO. TO 0O LATERAL N PIPE DEPTH. INCREASE LATERAL LINE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE. SCHEDULE 80 RISER. MAIN LINE. FX-IR-HUNT-SENS-17 SET BOX FLUSH TO GRADE. 2" ABOVE FINISH GRADE AT SHRUBS. 3/4" ABOVE FINISH GRADE AT LAWN. I/ ELECTRIC REMOTE CONTROL VALVE 3"=V-0" ALS-IR-03 �J N.T.S. ALS-IR-12 �J 1"=V-O" ALS-IR-11 �J 11/2"=V-O" Rt1` ALS-IR-04 328406.13-02 2021-08-27r"' ADAM L. SUTLIFF State of Idaho SUE 2021-05-24 Issued for Site Permit 2021-06-08 CZC Review Comments 2021-07-01 CZC Review Comments 2021-08-27 Issued for Permit M COMEAUX ARCH I T E C T S 2121 Brittmoore Rd. #1300 Houston, Texas 77043 832.530.4769 DEVELOPER MRS Landholdings 1716 N. Stagno Bello Place Eagle, ID 83616 707-999-8006 Justin Waters CONSULTANTS CIVIL ENGINEER J-U-B Engineers, Inc. 2760 W. Excursion Ln. Suite 400 Meridian, ID 83642 208-376-7330 MEP ENGINEER APM Engineering & Design 202 Industrial Blvd.. Suite 403 Sugar Land, TX 77478 832-332-1521 STRUCTURAL ENGINEER BEC Engineers and Consultants, LLC 3200 Wilcrest Dr. Suite 440 Houston, TX 77042 832-240-3771 LANDSCAPE ARCHITECT Adam L. Sutliff, I 1 1020Meadow Rue The Woodlands, TX 77380 713410-5111 PROJECT NAME Sawtooth Landing Office Condominiums PROJECT ADDRESS 1450 W. USTICK RD. MERIDIAN, ID 83646 PROJECT NUMBER 20018 SHEET NAME IRRIGATION DETAILS SHEET NUMBER L220