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Home My WebLink About74884 COUNTRY CLUB DRIVE (DESERT SPRINGS MARKETPLACE)_APIA' OE PMLM DESERT DEPARTMENTOF ,;OMMUNIT/DE LOPMEN' iPPROVEO BY: �TAFFP-ETTEF C.C.RES N//O�j--� ARCACTIONFORA%tI WASHINGTONIA ROBUSTA (1 15 btf, skinned -+'4U(TIOwsuALLCOMMENCEWITHIN � f fr4` n LCDASCAPC 'I. Cr LEUCOPHYLLUM FRUTESCENS (3) 5 gallon N—C=RCIDIUM 'DESERT MUSEUM" ( 1 ) 24'box HESPERALOE PARVIFLLORA ( 11 ) 5 gallon CI=RCICIIUM 2) 74'hnx T / EXISTING PLANTER, PROTECT DURING CONSTRUCTION LARGE :iPECIMEN BOULDERS (8 MIN ) TO MATCF ONES U.1 SITE, SET INTO GRADE 1/3 HT. INSTALL MIN. 4" DEPTH OF AS TOP DRESSING /\ ERT MUSEUM" HESPERALOE PARVIFLLORA ( 11 ) 5 gallon WASHINGTONIA ROBUSTA- (1) 15 btf, skinned CALLIANDRA INEQUILATERA DECOMPOSED GRANITE (3 ) 24"box, ESPALIER TO WALL TRELLIS - ////////// HESPERALO ( 13 ) 5 gallon AGAVE ANGUSTIFO ( 9 ) E. GALLON_ Existing Parking Lot EUM 'IFLL RGINATA INSTALL MIN. 4" DEPTH OF DECOMPOSED GRANITE AS TOP DRESSING HESPERALOE PARVIFLLORA ( 10) 5 gallon WASHINGTONIA RO ( 1 ) 15 btf multi LEUCOPHYLLUM (8) 5 gallon CERCIDIU (1) 24'b LANTANA (12)1GA AGAVE ANGUSTIFOLIA var. MARGINATA ( 21) 5 GALLON PROPOSED LANDSCAPE SITE PLAN SCALE : 1/16" = 1-0" • • N Exist. Light lie R inne ESER OLD RUSH" 0 WASHINGTONIA ROBUSTA (1) 15 btf, skinned PETER BRANDOW, AIA, ASLA & ASSOCIATES LANDSCAPE ARCHITECTS 1537 MONROVIA AVENUE NEWPORT BEACH CA 92663 (949) 261-6066 e-Mail: pbrandow@AOL.com / www.PDBLA.com L1c.# 1267 & C-6445 Tem orary C culos an and antin areas xist. L'a ht Phase. Two Prking Temporary AC curbs anand planting areas 0 \ 1/' 1 / .1/l /. / / architecture interiors planning ST U D Iij! ARCHITECTS P.O. BOX 3793 COSTA MESA, CA 92628 (949) 660-7985 (FAX) 660-7987 CONTACT:JULIO GENER, ARCHITECT APPLICANT: BERGMAN KFRS 2550 SATURN 5T. BREA, LA 12821 (714) 124-1025 ATT: DOUG BERGMAN PROFESSIONAL SEAL: BERGMAN DEVELOPMENT SERVICE SHEEI TITLE: 0 LA 3OCAFi_ A\ ISSUES & REVISIONS: NO. DATE DESC. DDDDDDDDD BY APF'D 06/03/16 BUILDING DEPARTMENT DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPER-Y OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. CCPYIGHT ST DIC ARCHITECTS 2016 OWNER: ROIL CALIFORNIA, LLG. 80105 TONNE GENTER DR. SAN DIEGO, GA 012122 (S58) 677-O0100 PROJECT: • PROPOSED IN -LINE SHOPS BLDG. DESERT SPRINGS MARKETPLACE LOCATION DESERT SPRINGS MARKETPLACE 14554-74118 COUNTRY CLUB DR. PALM DESERT, GA 12260 SA JOB #: DATE: SCALE: SHELI #: 160200 061011001 1/16"4-0" ■ ■ a • PREVAILING WIND --------) 15" PLAN 0 0 ,\A) SINGLE STAK I1L TIT.41_11, i TWICE ROOTBALL DIAMETER NG DETAIL 5'-0" OR AS REQUIRED BY LANDSCAPE ARCH. TWICE ROOTBALL DIAMETER TREE / VINE ESPALIER (G) WOOD HEADER DETAIL —0 NOTE : MIN. TWO TIES ( TOP AND BOTTOM ) USE THIRD TIE WHEN NECESSARY TO HOLD TREE IN UPRIGHT POSITION. TIES TO BE SECURED TO AVOID SLIPPAGE ( WRAP STAKE, TWIST AND STAPLE WIRES ) "CINCH -TIE BY V.I.T. CO. ( OR APPROVED EQUAL ). LODGEPOLE LINE STAKE COPPER NAPHTHENATE IMPREGNATED 2 1/2" DIA. X 12' FOR 24" BOX AND SMALLER 3" HIGH WATERING BASIN SEE SPECIFICATIONS FINISH GRADE FERTILIZER TABLETS SEE SPECIFICATIONS INSTALL ROOTBALL MIN. 1" ABOVE FINISH GRADE BACKRLL MIX PER SPECS. BACKFILL MIX PER SPECS. TAMPED 15" PLAN ci 00 DEEPWELL DRAIN, CORED AND GRAVEL FILLED, 8" DIA. X 10' DEEM x B� ETAIL NOTE: WHEN PLANTING SEVERAL VINES ON ONE WALL WIRE TRELLIS SHALL BE CONTINUOUS W/ SCREW EYES 0 5' 0.C. 13 GA. GALVANIZED WIRE AMOUNT AS REQUIRED TO COVER WAI1 DEPENDING ON HEIGHT. 1/2" DIA. SCREW EYE 5' O.C. 3" HIGH WATER RETENTION BASIN, FINISH GRADE FERTILIZER TABLETS SEE SPECIFICATIONS SHRUB ROOTBALL, CROWN SHALL BE MIN. 1" ABOVE FINISH GRADE BACKFILL MIX PER SPECS. BACKFlLL MIX PER SPECS. TAMPED GROUND COVER FOR RADIUS LESS THAN 10' LAMINATE BENDER BOARDS TO MATCH 2" WIDTH. FOR RADIUS LARGER THAN 10' LAMINATE 2- " X 4" RDWD AND FOR STRAIGHT RUNS USE 2" X 4" RDWD HEADER BETWEEN TURF, GROUNDCOVER AND GRAVEL OVERLAP ALL SPLICES WITH 1" X 3" X 2" CLETE. TURF Bd GALV. NAILS AT 5-0" O.C. AND CORNERS 6" AMMENDED SOIL UNLESS SPECIFIED OTHERWISE FIRM SUB -SOIL i" X 2" X 18" R.S. RDWD STAKE AT 5'-0" O.C. AND ALL CORNERS NOTE: MEET ALL PAVED SURFACES FLUSH. 15" PREVAILING 'MND -> NOTE : MIN. TWO TIES ( TOP AND BOTTOM ) USE THIRD TIE WHEN NECESSARY TO HOLD TREE IN UPRIGHT POSITION. TIES TO BE SECURED TO AVOID SLIPPAGE ( WRAP STAKE, TWIST AND STAPLE WIRES ). "CINCH -TIE" BY V.I.T. CO. ( OR APPROVED EQUAL ). LODGEPOLE LINE STAKE COPPER NAPHTHENATE IMPREGNATED 2 1/2" DIA. X 12' FOR 24" BOX AND SMALLER 3" HIGH WATERING BASIN SEE SPECIFICATIONS / FINISH GRADE YYY FERTILIZER TABLETS SEE SPECIFICATIONS TWICE ROOTBALL DIAMETER RUBLE STAKING DETAIL TWICE ROOTBALL DIAME I ER INSTALL ROOTBALL MIN. 1" ABOVE FINISH GRADE BACKFILL MIX PER SPECS. BACKFILL MIX PER SPECS. TAMPED DEEPWELL DRAIN, CORED AND GRAVEL FILLED, 8" DIA. X 10' DEE, 1/2" DIA. X 60" LONG MAX. WHITE P.V.C. PIPE "FLAG' WIRE IN PLACE TRUNK OF TREE ROOTBALL (D) TREE GUYING DETAIL �I LII ICI�I 1-_1111 L1111 I-11_ J1 11 1 T 1=1=11 I I DIAMETER 120 nQ' CINCH TIE BY V.I.T. CO. (OR APPROVED EQUAL) (3) #10 GUY WIRE TIES. LENGHT OF TIES VARY 3" HIGH WATERING BASIN SEE SPECIFICATIONS 1/2" DIA. X 50" LONG MAX. VHITE P.V.C. PIPE "FLAG" WIRE IN PLACE W/ DEADMAN STAKES SET BELOW GRADE. FINISH GRADE FERTILIZER TABLETS SEE SPECIFICATIONS INSTALL ROOTBALL MIN. 1" ABOVE FINISH GRADE BACKFILL MIX PER SPECS. BACKFILL MIX PER SPECS TAMPED OPTIONAL: DEEPWELL DRAIN, CORED AND GRAVEL FILLED, 8" DIA. X 10' DEEP 3" HIGH WATER RETENTION BASIN, RAKE OUT AS DIRECTED BY LANDSCAPE ARCHITECT FINISH GRADE FERTILIZER TABLETS SEE SPECIFICATIONS SHRUB ROOTBALL, CROWN SHALL BE MIN. 1" ABOVE FINISH GRADE BACKFILL MIX PER SPECS. BACKFILL MIX PER SPECS. TAMPED SHRUB / VINE PLANING PIT DETAIL KJ GENERAL PLAT LIST BOTANICAL NAME TREES: Cercidium "Desert Museum" W ashingtonia Robusta W ashingtonia Robusta SHRUBS: Agave Angustifolia Calliandra Inequilatera Hesperaloe Lantana M. "Gold Rush" Lecophyllum Frutescens THIS PLANT COUNT / LIST IS FOR THE COVENIENCE ONLY OF THE CONTRACTOR AND MUST BE VERIFIED BY PLAN CHECK AND ON -SITE INSPECTION OF CONDITIONS. PRIOR TO BID SUBMITTAL AND CONSTRUCTION. COMMON NAME QTY. SIZE SUPPORT REMARKS Desert Museum Palo Verde Mexican Fan Palm Mexican Fan Palm Agave Pink Powder Puff Red Yucca Gold Rush Lantana Texas Ranger 7 3 1 30 3 45 21 11 24"box 15 btf 15 btf 5 gallon 24"box 5 gallon 1 gallon 5 gallon Skinned Skinned, Multi trunked Train / tie to wall trellis NOTE: Apply a min. two inch ( ") depth of Decomposed Granite to all pl tinter areas as a top dressing. 0 cx PLANT PLANTS EQUALLY SPACED AS INDICATED ON PLAN, TRIANGULAR SPACED REQUIRED ALL AREAS GROUNDCOVER SPACING I I 1 I PETER BRANDOW AIA ASLA & ASSOCIATES LANDSCAPE ARCHITECTS 20301 SW BIRCH STREET, SU TE 102 NEWPORT BEACH, CA 92660- 754 (949) 261-6066 fax (949) 261-6064 e—Mail: pbrandaw@AOL.com Lic.# 1267 & C-6445 architecture interiors planning STUD ARCHITECTS P.O. BOX 3793 COSTA MESA, CA 92628 (949) 660-7985 (FAX) 660-798 CONTACT:JULIO GENER, ARCHITE APPLICANT: BERGMAN KPRS 2550 SATURN ST. BREA, CA 12521 (114) G124-1023 An: DOUG BERGMAN ■ • PROFESSIONAL SEAL: • E R G M A N bEVELOPMENT SERVICE 1 SHEET TITLE: E7CIA ISSUES & REVISIONS: NO. DATE DESC. »»»» > ■ • • BY Af O6/O3/lb BUILDING DEPARTMENT ■ DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, INSTRUMENTS OF SERVICE ARE THE PROPERTY OF ARCHITECT WHETHER THE PROJECT FOR WHICH THEY MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO USED FOR ANY OTHER SITE THAN THE ONE FOR WE THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRIT • COPYRIGHT STUDIO ARCHITECTS 20 OWNER: ROIL CALIFORNIA, !LG. 8,105 TONNE CENTER DR. SAN DIEGO, GA 012122 (S55) 611-0100 PROJECT: ■ • ■ PROPOSED IN —LINE SHOPS ELD DESERT SPRINGS MARKETPLACE LOCATION DESERT SPRINGS MARKETPLACE 14SS4-14115 COUNTRY GLUE DF PALM DESERT, GA 012260 • • SA JOB #: DATE SCALE: SHEE 16020c1 06/O I /Ori NOTED • I_A \ D S C A .00 PART - GENERAL _A\T 1.01 DESCRIPTION: Division 1 applies to this Section. Provide landscape planting as indicated, specified and required. A. Work Included In This Section. Principal items include: 1. Landscape finish grading 2. Soil preparation 3. Tree supports and headers 4. Planting including lawn 5. Watering 6. Maintenance and observations B. Related work not included in this section. 1. Site and rough grading 2. Irrigation 1.02 QUALITY ASSURANCE \G A. Qualifications of Installers. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the specified requirements and the methods needed for proper performance of Work of this Section. Approvals. Sprinkler work shall be inspected, tested and approved before the start of any Work in this Section. Prior to coverage and backfill of sub -surface drains and drain lines, inspect and be responsible for performance thereof. C. Legal Requirements. Give adequate and required legal notices to Owner, utility organizations, and governing authorities prior to commencing. Certification. Prior to completion, submit written certification to Owner and Architect for following items: 1. Quantity of commercial fertilizer and organic fertilizer. 2. Quantity of all specified soil amendments. 3. Quantity of sod [or seed]. E. Job Conditions Verification of Existing Conditions. Examine site and determine and verify existing conditions, including subsurface drainage conditions. Written dimensions take precedence over scale dimensions; verify and be responsible for dimensions and conditions. Notify Architect in writing of any variations from dimensions and conditions shown; submit to Architect for signed approval before proceeding with landscape planting. Coordination. Coordinate operations with other trades, utility firms, street tree department and other affected public departments to assure continuity of access and service in conformance with applicable requirements of these specifications. 3. Protection. Take precautionary measures for safety of employees and comply with applicable Federal, State and Municipal lows and codes. F. GUARANTEES. Guarantee all trees and shrubs as to growth and health for a period of one year after end of 60 day maintenance period. 2.00 PART TWO - PRODUCTS 2.01 MATERIALS Specifying materials by name and product designation is for the purpose of facilitating a description of materials and establishing the materials to be used unless noted "no alternatives". Verify amounts of soils where required by plan check and site inspection. Provide adequate amounts of specified soils to attain grades, after compaction as shown and which ore required for moundings, as noted. GENERAL: The following fertilizers, and soil amendments are to be used for bid price basis only. Specific amendments and fertilizer specification will be made after grading operations are complete and samples are tested by Contractor for the owner by an approved agronomy testing facility. A. TOPSOIL. Fertile, friable, natural top loam, free from alkali, noxious weed seed, admixtures of clay, subsoil, rocks larger than 1-1/2" diameter, sticks, debris, detrimental to healthy plant growth, pH reading of not less than 6.5 or more than 7.5. B. INORGANIC FERTILIZERS. 1. Iron Sulphate: Ground ferrous sulphate containing not less than 18.5% iron expressed as metallic. 2. Gypsum: Agricultural grade product containing 98% minimum calcium sulphate. 3. Agricultural Limestone. FERTILIZER/SOIL CONDITIONER. (As required by soil/agronomy test) GRO-POWER PLUS as manufactured by Gro-Power, Inc. Phone: (909) 393-3744 1. Top dress fertilizer: Gro-Power Plus (5-3-1) 2. Planting fertilizer: Gro-Power Plus (5-3-1) 3. Planting tablets: Gro-Power 7 gram tablets (12-8-8) 4. Nitrogen stabilized pine or fir shavings. 5. Surfactant: Dry granular "Water -In". distributed by Target Chemical (800) 257-7797. SOIL AMENDMENTS. Redwood/Fir blend 0-1/2" manufactured by B.D. White Top Soil Co; Inc; 4475 Commmonwealth, Culver City, or approved equal. (310) 838-8111 PLANTING TABLETS- 1. To be slow release type, containing the following percentages of nutrients by weight: 20% nitrogen 10% phosphoric acid 5% potash To be 21 gram tablets as manufactured by Agriform or approved equal applied per manufacturer's instructions. F. SIGNAL FLAGS: Provide 1/2" diameter white pvc pipe 5 feet long over each guy wire installed. G. TREE PROTECTOR: All trees in lawn areas shall be provided with ARBOR-GARDS available from Orange County Farm Supply, Orange, CA. (714) 978-6500 or approved equal. TREE TIES. "Wonder Tree Ties" by ALDEN ENTERPRISES, Industry, Ca. (818) 336-3512 TREE GUYS. Minimum of three per tree, wire of No.12 otherwise approved or trunk with 1/2" pliable zinc -coated iron wire unless noted. Where tied to tree, protect rubber hose connector. 1. Anchors (Deadmen) for Guys. Construction grade redwood 2" by 2", 3 feet long, buried 12" minimum below grade. LAWN HEADERS. 2"x 4" construction grade redwood with 1 "x 2"x 18" construction grade redwood stakes, with nails. Concrete Headers: Provide 6"x 6" concrete header per detail with continuous #4 rebar and 1/2" asphalt felt expansion joints at 30 ft. o.c. and at change of direction. Provide tooled joint at alternate 30 ft. centers K. MULCH. Provide maximum 1" size Uni-Mulch" as manufactured by Saddleback Soil Service, Inc. Mission Viejo, CA or 'Turf-n-Tee" as supplied by Sequoia Forest Products or "Medium grind compost" as supplied by Blue Ribbon Landscape Supply, Orange, (714) 633-3666. Note: All mulch shall consist of fibrous, woody shredded bark. (No redwood chips or bark acceptable). 2.02 PLANT MATERIAL. Healthy, shapely, well rooted, roots free of evidences of having been restricted or deformed at any time. Plants shall be representative of their normal species and variety, have normally developed branch systems, and free from disfiguring knots, sun scale injuries, and abrasions of bark. Plants not meeting these requirements ore defective and such plants, whether in place or not, will be marked as rejected and replaced immediately. Plants shall be true to name and togged, one of each variety. Plant material shall be approved on or before delivery to site. Plant material shall be grown in nurseries inspected by the State Department of Agriculture. SIZING. Size and condition of the plant material on Planting Plan Number One Grade. B. LAWN SOD. Marathon Fescue Sod, free of weeds and other grasses, available from Southland Farms, (800) 532-3489 C. HERBICIDES. Herbicides use shall be limited to those types that are listed and approved by State and regulatory agencies. Application shall be done under the direct supervision or recommendations of an "Agricultural Pest Control Advisor" as licensed by the State Department of Food and Agriculture. OTHER MATERIALS. Materials not specifically described but required for a complete and proper installation of the Work subject to the approval of the Architect. 3.00 PART THREE - EXECUTION A. GENERAL. Install materials in accordance with methods, techniques, and specifications published by each manufacture. All pertinent descriptive literature issued by any of these manufacturers forms a part of these Specifications after approval. 3.01 LANDSCAPE GRADING A. BACKFILL, FILL, IMPORTED OR ARTIFICIAL SOIL AND GRAVEL. Prior to installation of any imported soil, backfill, gravel fill or sub -base, inspect the integrity of water -proofing, and damp -proofing membranes and for satisfactory correction of any defects which might affect the performance of the above membranes prior to proceeding. TOPSOIL. Import additional topsoil only as required to bring planting areas up to finish grade - topsoil of quality specified herein. Spread and cultivate topsoil so no settling takes place at any time. LANDSCAPE FINE GRADING. Receive previously prepared rough grade to within + 1/10 foot of finish grade unless otherwise instructed. Bring soil to grades indicated, anticipating installation of soil conditioners and amendments. Govern grades not specifically indicated as follows: 1" below adjacent paving, curbs, and mow strips for lawn. 2" below adjacent paving, curbs, and mow strips for shrubs and ground cover. 1. Areas Except Lawn. Make entire area smooth and even to finish grade. Cultivate all areas so that there are no humps or hollows, so that areas drain as indicated. Grade flow lines, designated or not, and maintain and allow free flow of surface water. Cultivate entire planting area to a depth of 6" minimum and remove all rock in excess of 1 1/2" in diameter, rubble, construction material and waste and any other material that may cause unsatisfactory results. 2. Lawn Areas. Cultivate areas to receive lawn to a depth of 6" minimum in two directions and remove all rock and debris in excess of 1" diameter from the site. Grade flow lines, designated or not, and maintain to allow free flow of surface water. 3.02 SOIL AMENDMENTS: THE FOLLOWING IS FOR BID BASIS ONLY AND SPECIFIC BACKFILL AND AMENDMENT SPECIFICATIONS WILL BE MADE AFTER ROUGH GRADING OPERATIONS ARE COMPLETE AND SOIL SAMPLES ARE TAKEN BY CONTRACTOR AND TESTED BY AN APPROVED AGRONOMY TESTING FACILITY. A. Soil Amendments. Incorporate by mechanical tiller into the top 6" of soil, in two directions, the following: IN ALL AREAS TO BE PLANTED: 1. Nitrogen stabilized pine/fir organic amendment 6 cu. yds. per 1,000 sq. ft. 2. Gro-Power Plus 5-3-1 - 250 lbs. per 1,000 sq. ft 3. 25 lbs. Agricultural Gypsum, per 1,000 sq. ft. 4. Iron sulfate - 5 lbs. per 1,000 sq. ft. 5. Gro-Life - 20 lbs. per 1,000 sq. ft. 6. Surfactant: Dry "Water -In" - 10 lbs. per 1,000 sq. ft. or AQUO-GRO - 4 lbs. per 1,000 sq. ft. NOTE: Contractor shall ensure that iron sulfate does not contact walks, walls or other landscape surfaces. All stains on these surfaces, as a result of iron sulfate overthrow, will be the responsibility of the Contractor. 3.03 HERBICIDE APPLICATION Pre -Emergent Herbicides. Apply to planting areas, except lawn, in accordance with manufacturer's recommendations. After application apply 1" to 2" of water. B. Contact Herbicides. Apply per manufacturer's recommendations to areas, to receive lawn. Prior to application, moisten areas for 14 days to encourage weed germination and growth. Apply contact herbicide before weeds attain 6"height. Remove higher weed growth manually. 3.04 TREE SUPPORTS Staked Trees. Stake all trees not to be guyed at time of planting by driving stake at windward edge of plant ball. Fasten tree as shown on detail. Guyed Trees. Guy as indicated on detail immediately after planting using three (3) guys per tree minimum, placed as to give equal support to tree from any direction. Install a warning flag on each guy. Protect bark of tree by connecting wire with 1/2" diameter hose. Anchor guys with "deadman" buried at least two feet below finish grade. Tighten guy lines to a firm tension by use of turn buckles installed on guy wires. Install additional guys should tree growth be such that three guy wires do not give required support in all direction. 3.05 HEADERS A. Headers: Place headers to form even continuous curves; angels or sharp changed in curves are not acceptable. Stake header board at maximum 4'-0" centers. Use 3 galvanized nails per stake. For radius or curved headers (laminated), staked at maximum 3'-0" centers and laminate with 6d nails at 6" centers. For concrete headers, provide 1/2" asphalt felt expansion joints at 30 foot centers as per detail. Install tool joint expansion joints at 30 foot centers alternatively. 3.06 LANDSCAPE PLANTING A. Planting General. Do not install plant material or apply sod (seed) until irrigation system is completely installed, adjusted for full coverage, and operational. Do not expose roots to air except while being placed in ground. Set plants to bear the same relation to soil level when planted as they did when in the container. B. Plant Pits/Backfill. Dig each plant pit with vertical sides, level bottom with width twice the diameter of the root ball and 12" deeper than the length of root ball. BACKFILL each plant pit. with the following prepared soil mix: Four parts composted wood chips. Six parts excavated soil per cubic yard of mix. 32 oz. of GRO-LIFE per cubic yard of mix. One ounce of iron sulfate per cubic yard of mix. (Contractor to take precautions to KEEP OFF PAVING- CAUSES STAINING). 17 lbs. of GRO-POWER-PLUS (5-3-1) per cubic yard of mix. Provide fertilizer planting tablets at the rate specified by manufacturer according to plant size. Dig planting pit to recommended depth. Backfill hole to attain proper level for the plant. Place recommended tablet(s) between the bottom and around the rootball, but no higher than 1/3 of the way up to rootball. Space the tablets equally around the perimeter approximately 2" from the root tips. Finish backfilling the planting pit, tamping the soil firmly and water thoroughly. (Note: For groundcover, bare root, balled and burlapped - tablets should be placed of same depth and directly next to the root ball. APPLICATION RATES FOR PLANTING TABLETS (7 gram tablets) Plant Size No. of Tablets 1 gal. 2 - 3 5 gal. 6 - 9 15 gal. 12 - 15 24" box 14 - 16 36" box 18 - 20 48" box 22 - 24 60" box 32 - 36 Larger sizes - for ea. 1/2" caliper use, 3 - 4 Ground Cover. Grow plants in flats until time for transplanting. At time of planting, dig pits for plants from flats at least 6"x 6" and firm earth around each plant sufficiently to force out air pockets. Watering Basins. Construct around plants, except in lawns, watering basins unless otherwise noted. Construct a 3" berm above finish grade with a level bottom around each plant ball. Do not basin plants from flats or plants on slopes greater than 2-feet horizontal to 1-foot vertical. Plant Material in Lawn. Plant trees and shrubs in lawn areas before final preparation of lawn areas and sodding or seeding. F. Wilted Plants, whether in place or not, are not acceptable; replace immediately at Contractor's expense. Lawn - Sod. 1. Preparation. Float areas to be planted in lawn smooth to present o neat and uniform appearance. Obtain inspections by Architect to determine suitability for planting prior to sod installation. 2. Installation. Grade to 1" below finish grade and walks to accommodate sod thickness. Roll area to be sodded lightly to an even, smooth surface, eliminating any low areas, depressions, or projections. After sod is laid, roll lightly to give the surface an even uniform appearance. Lawn - Seeded [Alternate]. 1. Seeding. Evenly drill specified seed into soil with an approved mechanical seeder (Brillion type seeder or equivalent) at the rate of 15 pounds of seed per 1000 ft. Top dress seeded areas with 1/4" maximum layer of top dressing - Kellog's topper or equal. Watering. Water plants immediately after planting. Do not allow plants to dry out before or while being planted. Keep exposed roots wet by means of wet sawdust, peat moss, or burlap at all times during planting operations. Apply water to planted areas and plants during operations and thereafter until acceptance. Use a hose to water plants which cannot be watered efficiently with existing water systems. Apply water in sufficient quantities and as often as seasonal conditions require to keep the ground wet but not soaking, at all times, well below root systems of plants and grass. 1. Trees, Shrubs, and Vines. Immediately after planting, thoroughly water each plant by means of a hose with a slow running stream of water. 2. Groundcover. Immediately after planting, thoroughly water each plant, by means of a hose with a slow running stream of water. MULCH COVER: Top Dressing (Ground Cover Areas): Apply a 2" layer of specified shredded mulch to those areas specified. Do not apply mulch dressing on slopes 2 1/2:1 or greater. 4.0 PART FOUR - MAINTENANCE A. General. Continuously maintain landscaping in all areas included in the Contact during progress of the Work, the maintenance period, and until final acceptance. After work indicated or specified has been completed, observed and approved, maintain planted areas buy means of continuous watering, weeding, rolling, cultivation, spraying, mulching, fertilizing and other operations necessary for care and upkeep for a period of 60 calendar days. At end of this period, all plant material shall be in a healthy growing condition. B. During 60 Calendar Day Maintenance Period - Water all plants and planted areas. Remove weeds, Dallas, Johnson Kikuya, Nut, and Bermuda grass. Mow gross with a reel type mower equipped with rollers. Edge lawns, whenever, necessary. Keep lawn cut to not less than and not more than 3" in height. Collect grass clippings during mowing operations and remove from site. Care for entire project that a neat and clean condition will be presented at all times, as approved. Water Lawn Areas until acceptance. Apply water by means of sprinkler system. Keep areas moist, but not glisteningwet, until an even, close stand of gross has been obtained and lawn is a healthy mature turf. Workmen are not allowed to walk on lawn areas unnecessarily before, during and after sodding operation. If damaged or compacted, cultivate and resod lawn areas at Contractor's expense. D. Fertilizer. Apply Gro-Power Plus at the rate of 25 pounds per 1000 feet uniformly over all planted areas, including lawn. At each 30 calendar doy period until plant establishment is complete and accepted by Owner. E. Completion and Correction. Contractor may be relieved of maintenance when final 60 day calendar day plant establishment has been satisfactorily competed and accepted. Damage to planting areas shall be replaced or repaired immediately. Depression caused buy vehicles, bicycles or foot traffic are to be filled with topsoil and leveled. Resod damage done to lawn areas. Damage caused by gophers and moles shall be replaced or repaired immediately. F. Replacement of Plants. Plants that show sign of failure to grow at any time during the maintenance period, or those plants so injured or damaged as to render them unsuitable for the purpose intended shall be replaced immediately at the expense of the Contractor, Contractor shall replace any material which does not meet requirements within 15 days of notification. Any free or grass that die or lose form and size as originally specified shall be replaced even though they have taken root and are growing after die back or loss of form and size. 5.00 PART FIVE - INSPECTIONS/OBSERVATIONS A. General. In all cases where observations are required, notify the ARCHITECT and OWNER at least three (3) working days in advance of the time of observations. Observations are required as follows: 1. At completion of landscape finish grading and upon the delivery of plant material to site. 2. Lawn area prior to planting and at time of location of plant material on site. 3. At completion of all landscape planting prior to the start of the sixty (60) calendar day contract maintenance period. 4. At end of the first 30 calendar days during the contract maintenance period. 5. At the completion of the 60 calendar day maintenance period. NO SITE VISITS shall commence without all items noted in previous Observation Reports either complete or remedied unless such compliance has been waived by the Owner. Failure to accomplish punch list tasks or prepare adequately for desired inspections shall make the Contractor responsible for reimbursing the Architect at his current billing rates per hour (plus transportation costs). No further inspections shall be scheduled until this charge has been paid and received. architecture Interiors planning ro TUDIOit! , ARCHITECTS P.O. BOX 3793 COSTA MESA, CA 92628 (949) 660-7985 (FAX) 660-7987 CONTACT:JULIO GENER, ARCHITECT APPLICANT: PROFESSIONAL SEAL: BERGMAN KPRS 2S50 SATURN ST. BREA, GA 12521 (114) 124-1025 AU DOUG BERGMAN S BERGMAN DEVELOPMENT SERVIC S HEET TITLE _A \DSCAFI SF:C, CATIO ISSUES & REVISIONS: NO. DATE DESC. »»»» > \ s BY APP'D 06/03/I6 BUILDING DEPARTMENT DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE U SED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. COPYRIGHT STUDIO ARCHITECTS 2016 OWNER: ROIL CALIFORNIA, LLG. 5105 TOWNE CENTER DR. SAN DIEGO, GA 12122 (555) 677-0100 • P ROJECT: PROPOSED IN -LINE SHOPS BLDG. DESERT SPRINGS MARKETPLACE LOCATION: DESERT SPRINGS MARKETPLACE 14SS4-74115 COUNTRY CLUB DR. PALM DESERT, GA 12260 SA JOB #: DATE: SCALE SHEET #: 160201 06/01 /Oa NOTED 3 C RAINBIRD ESP-SMTe WALL MOUNT SMART CONTROLLER W/EXPANSION MODULES AS NEEDED. VERIFY LOCATION OWNER. WASHINGTONIA ROBUSTA (1 115 btf, skinned LEUCOPHYLLUM FRUTE:SCENS (3) 5 gallon CERCIDIUM 'DESERT MUSEUM" TI 1.SbaXMAINLINE HESPE'i• .x0• PARVIFZI (11)5g CII RCI I ;I l 24' PVC SCH 40 PIPE SIZIN-G CHART SIZE GPM 1/2" 0-6 3/4" 6-11 1" 12-17 1 1/4" 1 1/2" 18-28 28-38 39+ EXISTING PLANTER, PROTECT DURING CONSTRUCTION LARGE : PECIMEN BOULDERS (8 MIN ) TO MATCI- ONtS U 1 SITE, SET INTO GRADE 1/3 HT. INSTALL MIN. 4" DEPTH OF DECOMPOSED GRANITE AS TOP DRESSING /\ I ER EUM" HESPERALOE PARVIFLLORA (11 ) 5 galloonTHIS SYSTEM IS � N AREASAREFOR DEDIAGRAM SIGNCL RIFICAATIC. ALL lON'NEL1Y AIaD SH4I PLANTER AREAS WHEREVER POSSIBfE1 ) is htf Cfkinpr1 ITIfIT]T8a -D CALLIANDRA INEQUILATERA (3) 24"box, ESPALIER TO WALL TRELLIS - '////////// N AGAVE ANGUSTIFOLIA ( 21) 5 GALLON Site rrigation ' an HESPERALO ( 13 ) 5 gallon E ANGUSTIFO GALLON 'IFLL RGINATA Existing Parking Lot WASHINGTONIA ROBUSTA (1) 15 btf, skinned INSTALL MIN. 4" DEPTH OF DECOMPOSED GRANITE AS TOP DRESSING HESPERALOE PARVIFLLORA (10) 5 gallon WASHINGTONIA RO ( 1 ) 15 btf multi LEUCOPHYLLUM / (8) 5 gallon A CERCIDIU ( 1 ) 24"b LANTANA (12)1 GA r. MARG I NATA TIE TO EXISTING MAINLINE Exist. Light 1 • p N R inne ESER OLD RUSH" ✓ a PETER BRANDOW, AIA, ASLA & ASSOCIATES LANDSCAPE ARCHITECTS 1537 MONROVIA AVENUE NEWPORT BEACH CA 92663 (949) 261-6066 e—Mail: pbrondow®AOL.com / www.PDBLA.com Lic.# 1267 & C-6445 11 N TemjoraryAC curs an and t5tantinareas xist. L ht Phase Two Prking Temporary AC curbs ar eland planting areas I a ✓ / AV Y .7 i rr .7/ architecture interiors planning 61 ,_ STUDIOiil�ARCHITECTS P.O. BOX 3793 COSTA MESA, CA 92628 (949) 660.7985 (FAX) 660-7987 CONTACT:JULIO GENER, ARCHITECT APPLICANT: BERGMAN KPRS 2550 SATURN ST. BREA, GA 012521 (114) 124-1023 ATT. DOUG BERGMAN PROFESSIONAL SEAL: BERGMAN bEVELOPMENT SERVICE S HEET TITLE: S T: SR F GATI0 AN ISSUES & REVISIONS: NO. DATE DESC. DDDDDDDDD BY APP'D Ob/03/Ib BUILDING DEPARTMENT DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE U SED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. COPY- ICHT STUDIO ARCHITECTS 2016 OWNER: ROIC CALIFORNIA, LLG. SgO5 TOWNE CENTER DR. SAN D I EGO, CA 12122 (S5S) 677-0100 P ROJECT: PROPOSED IN -LINE SHOPS BLDG. DESERT SPRINGS MARKETPLACE LOCATION DESERT SPRINGS MARKETPLACE 14584- t4ggS COUNTRY GLUE DR. PALM DESERT, GA 012260 SA JOB #: DATE: SCALE SHEET #: 1602001 06/01/O0i 1/16"=11-0" 1) Install sprinkler heads 6" away from paving in ground cover areas. 2) Install sprinkler heads 4" away from paving in turf areas. 3) Adjust spray or nozzle stream to provide coverage to all landscape areas with minimal to no oversproy onto paving. 2 NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE IC STEP 1 STEP 2 -C CLJI STEP 3 IS\ STEP 4 WIR FINISH GRADE/TOP OF MULCH POP-UP SPRAY SPRINKLER: RAIN BIRD 1806 -SAM-PRS PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL. PVC SCH 40 TEE OR ELL PVC LATERAL PIPE POP-UP SPRAY SPRINKLER FINISH GRADE/TOP OF MULCH OUICK-COUPLING VALVE: RAIN BIRD MODEL 33DLRC VALVE BOX WITH COVER: 6-INCH SIZE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 40 STREET ELL BRICK (1 OF 2) PVC SCH BD NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE f'VC SCH 40 ELL 2" x 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM I\C VAL-VI- LIP BASE SOCKET OVER END OF WIRES STRIP WIRES APPROX. 5/8" FROM ENDS -TWIST TOGETHER. PLUG -FILL PER FILLED WITH SEALER CAP CAVITY. PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE. PULL BASE SOCKET OVER END AS FAR AS POSSIBLE. PUSH SEALING PLUG INTO BASE SOCKET. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. ria DRY SPLICE CONNECTIONS -REFER TO SPECIFICATIONS. 0 \ \ CTCRs RAIN BIRD ESP-SMT4 OUTSIDE WALL MOUNT 1-INCH PVC SCH 40 CONDUIT AND FITTINGS WIRES TO REMOTE CONTROL VALVES AND SENSOR OPTIONAL MODULES FOR 13-STATION CONTROLLER C5 CON EC ION FOR WIRES FROM SENSOR JUNCTION BOX !OF FRONT COVER 1/2-INCH PVC SCH 40 CONDUIT TO POWER SUPPLY INSIDE CONTROLLER CHASSIS NOTE: WIRE LENGTH FROM CONTROLLER TO SENSOR NOT TO EXCEED 200 FEET. N BUBBLER MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH PRESSURE COMPENSATING FULL CIRCLE BUBBLER: RAIN BIRD 1400 PLASTIC ADAPTER: RAIN BIRD MODEL PA-80 FINISH GRADE/TOP OF MULCH POP-UP SPRAY SPRINKLER: RAIN BIRD 1800 SERIES 1/2 INCH MALE NPT x .490-INCI- BARB ELBOW: RAIN BIRD MODEL SBE-050 SWING PIPE, 12-INCH LENGTH: RAIN BIRD MODEL SP-100 1/2 INCH MALE NPT x .490-INCH BARB ELBOW: RAIN BIRD MODEL SBE-050 PVC SCH 40 TEE OR ELL PVC LATERAL PIPE SECTION VIEW MAINLINE PIPE O \\' O \7/4 /\.\ LATERAL PIPE L - - RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. PLAN VIEW 7 7- j WIRING IN CONDUIT • \ \\,\\/ WIRE W/O CONDUIT TIE A 24-INCH LOOP IN ALL WRING AT CHANGES OF DIRECTION OF 30' OR GREATER. UNTIE AFTER ALL CONNECTIONS NOTES: HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. PIPE & WIRE THE\CHI\G FINISH GRADE - UNION I ESP-SMT SENSOR (BOTTOM VIEW) CONNECTION FOR WIRES FROM CONTROLLER SENSOR DETAII ESP-SMT SVART CONTROL SYSTEM OUTDOOR PLASTIC VALVE BOX WITH LOCKING LID MARKED "G.V." I -1 I I II II III II ONE (1) CUBIC FL 3/4' CRUSHED ROCK III - PVC MAINLINE II' PVC MALE ADAPTOR (2 REQUIRED) NOTE : INSTALL VALVE BOX SO THAT THE TOP OF COVER IS 2" ABOVE FINISH GRADE IN GROUND COVER AREAS AND 1/2" IN TURF AREAS. SET BOX SQUARE WITH BUILDING/PAVING. .JAT7 VALVI- INSTALL NO MORE THAN 25' FROM CONTROLLER IN AN AREA UNPROTECTED FROM RAINFALL. C PAT\ SE\S ESP-SMT SENSOR EAVE OF BUILDING 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1 OF 2) ID TAG VALVE BOX WITH COVER: 12-INCH SIZE #- FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD PEB-PRS-B PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC LATERAL PIPE REV OTE CO\T�CL VALVE 4" MIN. CLEARANCE • DITCH /\\\/ SLEEVES -�- PVC CAP (TYPICAL) 18" MIN. PAVING \///\\ \/\/i\////%/, \\\ PAVING 24" MIN. TO FINISH GRADE 18" MIN. 24" 24" MAX. o- PVC CAP (TYPICAL) NOTES: 1. ALL PVC IRRIGATION SLEEVES TO BE CLASS 200 PIPE. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95% PROCTOR. RAIN SENSOR: RAIN BIRD ESP-SMT SENSOR FEMALE ADAPTER (SLIP X FIPT) 3/4 INCH CLASS 200 PVC PIPE SECURE WITH APPROVED PIPE ANCHOR (1 OF 3) 45' EL (SLIP X SLIP) (1 OF 2) 90' EL (SLIP X SLIP) WIRE TO IRRIGATION CONTROLLER SL VI \ C STRONGBOX, LE MEUR OR EQUAL VANDAL RESISTANT ENCLOSURE SIZE AS NECESSARY. PAINT GREEN BAILEY LINE SIZE 'Y' STRAINER ( W/ 100 MESH MIN. MOREL SCREEN ) 1 FINISH GRADE -BRASS RISER BACKFLOW PREVENTER ASSEMBLY BRASS UNION 111111 1 11111111 11 III BRASS ELLIS (TYPL) 1 1-1-III I I ONCRETE STABILIZER -3 I MALE ADAER III .1 I� III III IIII III11-I MAIN INEP ROM METER =III -I SYSTEMAIN 18 MINIIPVC NE T DEPTH BAC '<ELCW REDUCED PRESSURE PRINCIPLE TYPE C Bubbler See Detail B Soil Seperator 9 To Irrigation system .JILT I\ RI VI\TVR 3 Drain ....n,t.s --Built in Pot Potting Soil Gravel Base CT DETAIL H.IGATIO\ ECUIPVF- \T LEGE\D SYM. X V v t 1r 0 El 0 v1FR. RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD FEBCO NIBCO EXISTING RAINBIRD APPROVED APPROVED APPROVED VIODEL # 1806-SAM PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS DESCRIPTION NOZZLE PSI RADIUS GPM 6" POP-UP SHRUB HEAD MPR 8F 20 5'-7' .75 6" POP-UP SHRUB HEAD MPR 8H 20 5-7' .38 6" POP-UP SHRUB HEAD MPR 8Q 20 5'-7' .19 6" POP-UP SHRUB HEAD 6-VAN 20 5'-7' .88 6" POP-UP SHRUB HEAD 6-VAN 20 5'-7' .49 1806-SAM-PRS 6" POP-UP SHRUB HEAD 6-VAN 20 5' 7'I .30 PEB-PRS SERIES ELECTRIC REMOTE CONTROL VALVE- SIZE PER PLAN #33 QUICK COUPLING VALVE W/LOCKING YELLOW VINYL COVER. SIZE: 3/4". MAX SPACING: 150 FT. 0.C. 825Y REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE. SIZE: 1 1/2" 1 1/2" T-113 LINE SIZE GATE VALVE DOMESTIC WATER METER BY OTHERS ESP-SMTe ELECTRIC OUTDOOR WALL MOUNT SMART CONTROLLER W/EXPANSION MODULES AS NEEDED.. LATERAL LINE, SCH. 40 PVC PIPE, SIZE AS NOTED MAINLINE 1 1/2" & SMALLER SCH. 40 PVC PIPE, 2" & LARGER CL. 315 PVC PIPE SLEEVE, SCH. 40 PVC PIPE 2 1/2 X DIA. OF PIPE MIN. INSTALL 24" BELOW FINISHED GRADE. EXTEND 12" PAST EDGE OF GENERAL NOT -s 1. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. 5. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE REGULATING THE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 8. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES, THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 10. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRATOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 11. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. 13. ADV (ANTI -DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON -SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND THE LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER DETAIL. 14. THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM REQUIREMENTS. SHOULD THE STATIC PRESSURE EXCEED 20%, INSTALL A 'WILKINS 600 SERIES PRESSURE REGULATING VALVE (IN A SEPARATE VALVE BOX) DIRECTLY DOWN STREAM OF THE BACKFLOW PREVENTION DEVICE. SET THE REGULATING VALVE AT 10% HIGHER THAN THE STATED SYSTEM REQUIREMENTS. SHOULD THE STATIC PRESSURE BE LESS THAN THE STATED PRESSURE, NOTIFY THE ARCHITECT IMMEDIATELY. 15. ALL STATED GALLONAGES IN VALVE CALL -OUTS ARE ROUNDED UP TO THE NEAREST GALLON 16. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. 17. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF #14 DIRECT BURIAL TYPE. USE BLACK INSULATED WIRE FOR CONTROL AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS. 18. PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MIN. COVER OVER ALL NON -PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN PVC SCH. 40 SLEEVE WITH 36" MIN. COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON IRRIGATION PLANS AND INSTALLED PER DETAIL. 19. ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN 8" DIA. GREEN PLASTIC VALVE BOX. 20. ALL THREADED PIPE CONNECTIONS MADE TO SLIP JOINT PVC PIPE SHALL BE MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. 21. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED ADJUST ALL NOZZELS TO ELIMINATE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. 22. ALL LANDSCAPE MATERIAL TO HAVE A 1 YEAR WARRANTY. 23. IRRIGATION TO. PROVIDE 100% COVERAGE OF ALL LANDSCAPE AREAS. 24. IRRIGATION SYSTEM IS TO BE AUTOMATIC AND HAVE A 1 YEAR WARRANTY. PATTERN FULL HALF QUARTER 270' ARC 180' ARC 90' ARC PAVING PETER BRANDOW, AIA, ASLA & ASSOCIATES LANDSCAPE ARCHITECTS 1537 MONROVIA AVENUE NEWFORT BEACH CA 92663 (949) 261-6066 e-Moil: pbrandow@AOL.com / www.POBLA.com LIc.# 1267 & C-6445 AN architecture Interiors planning I l�_ ARCHITECTS STUD10 � P.O, BOX 3793 COSTA MESA, CA 92628 (949) 660-7985 (FAX) 660-7987 CONTACT:JULIO GENER, ARCHITECT APPLICANT: BERGMAN KPRS 2850 SATURN ST. BREA, GA 12821 (114) 124-1023 An' DOUG BERGMAN PROFESSIONAL SEAL: BERGMAN bEVELOPMENT SERVICES SHEET TITLE: I RR SATIO\ ISSUES & REVISIONS: NO. DATE DESC. »»» > BY APP'D 06/03/16 BUILDING DEPARTMENT DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. COPYRIGHT STUDIO ARCHITECTS 2016 OWNER: ROIG CALIFORNIA, LLG. 8105 TOWNE CENTER DR. SAN DIEGO, GA 12122 (858) 611-0100 PROJECT: PROPOSED IN -LINE SHOPS BLDG. DESERT SPRINGS MARKETPLACE LOCATION: DESERT SPRINGS MARKETPLACE 14884-l4118 COUNTRY GLUB DR. PALM DESERT, CA 12260 SA JOB #: DATE: SCALE: SHEET #: 1602001 06/0I /Oa 1/16"=1 I-01I LA\ 1.00 PART 1 DSCA GENERAL RRI CA 1.01 DESCRIPTION: Division 1 applies to this Section. Provide landscape irrigation as indicated, specified and required. Work Included In This Section. include: Principal items 0\ 1. Trenching, laying of pipe and risers, and sprinkler head 2. Valves and controls. 3. Testing, adjustment, and record drawing. 4. Systems shall efficiently and evenly irrigate all areas, complete in every respect, ready for operation as approved. Related work not included in this section. 1. Grading. 2. Water service to supply point. 3. Landscaping. 4. Electrical (115 volt only) 1.02 QUALITY ASSURANCE Ordinances and Regulations: All local, Municipal and State laws, rules, and regulations governing or relating to any of this portion of the Work are hereby incorporated into and made a part of these Specifications and their provisions shall be carried out under this Section. Permits and Observation. Obtain and pay for all permits for the installation or construction of any of the. Work included under this Section. 1.03 SUBMITTALS A. Material List. Submit for approval covering all material in this Section Record As -Built Drawings. Conform to following requirements in addition to those in Division 1. General. Provide and keep up to date a complete record set of black and White prints which shall be corrected daily and show every change from the original Drawings and Specifications and the locations sizes, and kinds of equipment. Prints for this purpose may be obtained from the Owner at cost. This set of Drawings shall be kept on the site and shall be used only as a record set. These Drawings shall also serve as work progress sheets, and the Contractor shall make neat and legible annotations thereon daily as the Work proceeds, showing the Work as actually installed. These Drawings shall be available at all times for observation and shall be kept in a location designated by the Owner. Preparation. In order to complete the Record Drawings in a neat legible manner, the Contractor shall employ a competent draftsman, satisfactory to the Architect, to make new Drawings or to indicate in India Ink the necessary changes on tracing reproductions procured from the Owner at cost. 3. Information. Record Drawings shall show the location of all buried valves and electrical control wires mainline, quick coupling valves, P.O.C.'s, and gate valves and shall indicated dimensions from two permanent structures of easily identifiable nature (Le. corner of building, perpendicular dimensions from paved walks, streets, curbs, etc.) Delivery. On or before the date of the final observation the Contractor shall deliver the corrected and completed prints to the Architect. Delivery of the prints will not relieve the Contractor of the responsibility of furnishing further required information that may be omitted from the prints. 5. Operation and Maintenance Instructions. Furnish complete operation and maintenance manual covering entire system in bound book form. 1.04 JOB CONDITIONS Examination of Drawings and site. Before submitting a Bid, each Bidder shall carefully examine the Sprinkler Drawings and Specifications relating thereto; shall visit the site and fully inform himself as to the existing conditions and limitations which apply to the Work, and estimate and include in his Bid a sum sufficient to cover the cost of all items which are required to attain the complete conditions contemplated in the Irrigation Work. Verification of Dimensions. All plot dimensions are approximate. Before proceeding with any Work, carefully check and verify all dimensions and report any variations to Architect. C. Work Space. Erect such fences or guards as are required for the protection of the public and materials, and maintain same in good repair until the completion. Remove protective devices from site and restore affected portions of site to acceptable condition at completion of Work. D. Damage to Property. Restore to its original condition, without charge, any of the Owner's property that is damaged by any of the Contractor's operations. 1.05 GUARANTEE Refer to Division 1 for form of guarantee. Guarantee entire sprinkler system, including all Work done under this Contract, against all defects and faults of material and workmanship, and sustain in perfect working order for one year from Date of Completion without expense to Owner. Materials used shall carry a one year manufacturer's guarantee over and above Contractor's guarantee. If, during guarantee period, settlement occurs and adjustments in pipes, valve and sprinkler heads, planting areas or paving are necessary to the proper level of the permanent grades, the Contractor, as part of the Work and under this Contract, shall make all adjustments without extra cost to the Owner. Contractor will not be held responsible under the above guarantee for damage arising from acts of God, vandalism, negligence, or inadequate maintenance by Owner during his maintenance period. 2.00 PART TWO - PRODUCTS (OVERHEAD SPRAY SYSTEMS) 2.01 MATERIALS. Whenever any material is specified by name and n umber thereof, such specifications shall be deemed to be u sed for the purpose of facilitating a description of the materials establishing quality. No substitutions will be permitted. All materials shall be new and the best of their class and kind. All materials of like -type or related function shall be of one manufacturer. VALVES, COCK, STOPS, ETC. Provide valves as indicated, specified, or required for proper control of piping systems in which they are incorporated. Main shut-off valves shall be gate valves. Valves shall be bronze or iron body -bronze mounted. Yard Boxes. GATE VALVES. A plastic box and cover and lock lid of adequate size to allow maintenance freedom shall be installed over each main shut-off valves in the system. Set box square with building. REMOTE CONTROL VALVES. Install at finished grade a plastic box with lock -lid over each remote control valve. "R.C.V." shall be branded on the cover of each box. Set box square with building. E. PIPE COMPOUND -NON-FERROUS METAL JOINTS. For all threaded make-up on metal to metal joints shall be pure lead base paste type. F. PLASTIC PIPE Type. New normal impact rigid polyvinyl chloride (PVC), 1120 pipe extruded from 100% virgin materials, pipe O.D. sizing conforming to AWWA iron pope sizing (I.P.S.), National Sanitation Foundation approved, wall thickness schedule as indicated. 2. Identification. Furnish pipe continuously and permanently marked with manufacturer's name, n ominal pipe size, wall thickness (schedule n umber) or working pressure, type of material (PVC), NSF per 1B-4 approved, and date of e xtrusion. 3. Physical Specifications of the Society of Plastic Industries for this type of pipe are a part of this specification. Pipe Dating shall be done in conjunction with records to be held by the manufacturer for two years, covering quality control tests, row material batch number and any other information deemed necessary by the manufacturer. 5. Plastic Pipe Fittings. Polyvinyl chlorid (PVC) manufacture, medium wall, and of the IPS solvent w elded type. Use heavy wall fitting where one or more outlets are threaded. Plastic Pipe and Fittings. By Lasco Industries, or approved equal, schedule 40. G. PIPE COMPOUND FOR PVC. Threaded connections, including PVC to steel make up, shall be best grade teflon tape. PRIMER - PVC. For PVC solvent weld connections shall be chemically compatible with the pipe, fittings and primer. I. SPRINKLER HEADS. As noted on Irrigation Plans. REMOTE CONTROL VALVES - ELECTRIC. Type compatible with Controller as shown on the Irrigation Plans, "normally closed" type, designed so control valve and solenoid is not energized when valve is in closed position. Valves shall automatically close in event of electrical power failure or due to breakage of pilot lines. Manual Override. Provide for manual operation prior to electrical connection. 2. Solenoid Coils. Operate on 24 volt AC, encapsulated in epoxy resin. AUTOMATIC SPRINKLER CONTROLLERS. Of make as noted on Irrigation Plans, constructed to operate normally closed type remote control valves with following functions: Controllers shall provide for automatic sequencing of 24 volt electric stations. The automatic cycle may be manually operated at any time. Individual valve timing may be changed without affecting the remainder of the cycle. When a station is set to be omitted, there shall be no time delay between the operation of the two adjacent stations. Cabinets. Equip controller with weather-proof cabinet and one set of keys. L. ELECTRICAL SUPPLY TO AUTOMATIC CONTROLLERS. 115 volts, 60 cycle, single phase, one ampere. Include ❑ separate breaker switch and all pertinent materials such as conduit, wire, junction boxes, etc. Submit for approval the types of all such equipment to be used, including size of wire. Conform to National and local governing Electrical Codes. M. CONTROL WIRE. 1. Pilot lines and/or "common" wire connecting remote control valve to automatic controllers shall be single strand copper, U.L. approved type U.F., with minimum 4/64" PVC coating, 600 volt, 75 degrees centigrade. All 24 volt conductors shall have minimum earth cover of 18" or as required by governing Electric Codes. Minimum of 14G. 2. Control Wire Connectors. Rainbird "Pentite" connectors, or approved equal. N. BACKFLOW PREVENTER. As shown on Drawings. 0. SPECIAL REQUIREMENTS FOR METAL PIPING. 1. Pipe. New metal pipe, scale -free, standard weight Schedule 40 gavanized steel as detailed. Fittings. Medium pattern, banded, galvanized malleable iron, threaded pipe fittings. Bushings or Close Nipples. Not allowed. 3.00 PART THREE EXECUTION A. EXCAVATION AND BACKFILL. Do all necessary excavation for installation of Work of this Section. After Work has been installed, flushed, observed and approved, backfill excavations with fine materials. Compact mainline trenches to 90% compaction, using manual or mechanical tamping devices. Compact trenches for lateral (non -pressure) piping to equal compaction of existing adjacent undisturbed soil and leave in a firm unyielding condition but not to exceed 90% compaction. Finish trenches flush with adjoining grade. 1. Flooding of Trenches. Permitted only with prior approval of Owner. Mechanical Trench Diggers. Approved type to cut trenches with straight sides, trenches no wider at any point than is necessary to lay pipe or as approved by Owner. 3. Sidewalk Damage. Obtain permission to cut or break sidewalks or concrete from Owner. Hydraulic driving under asphaltic concrete paving is not permitted. 3.01 PIPE INSTALLATION A. Pipe Lines. Locations and sizes shown or specified and of materials and workmanship specified. Assemble pipes free from dirt and pipe scale, reamed and burrs removed. Flush main line supply and test for leaks before backfilling, with control valves in place and before lateral pipes are connected to valves. Flush each section of lateral pipe before sprinkler heads are attached. Metal Pipes. Carefully clean off scale, sand, dirt, etc., before installation. Ream ends of threaded pipe out full size with a long taper reamer, partially bell - mouthed and perfectly smooth. Make offsets with fittings. Do not bend pipe at any time. Flush water lines before heads or control valves are installed. Threads. Cut with sharp clean dies to conform to ANSI 82. 2. Joints in Screwed Piping. Make by applying an approved oil base pipe joint compound on male threads only, Remove excessive joint compound. C. Laying of Lines. Lines shall be staked and installed in the locations shown on the drawings. Discrepancies between drawings and site shall be brought to the attention of the architect prior to trenching. Do not exceed maximum spacings shown on drawings, nor exceed the GPM on the pipe sizes shown. Assemble all pipes free from dirt and scale, ream and deburr. Piping and electrical sleeves under concrete shall be set in place prior to paving work. If pipe must be laid after paving work is completed, it shall be done by jacking, boring or hydraulic driving. If Cutting or breaking of any paving is necessary, it shall be done and replaced with like material at the expense of the Contractor. Obtain approval of Architect prior to any cutting or breaking. Hydraulic driving will not be permitted under asphalt paving. All lines set in place under paving shall extend 18" minimum beyond such paving and be copped handtight. Relation of Pipes. Do not install any line parallel to and directly over another line. 2. Plastic Pipe Installation. Install to conform with standards of pipe manufacturer's specifications, which are a part of this specification. ASSEMBLY OF PVC PIPE. Handle with care when loading, unloading, transporting and storing to avoid damage. Store pipe and fittings under cover before using. Transport in vehicle with sufficient length to carry pipe flat and fully supported. Store pipe in same manner. Notify Architect when each pipe and fitting shipment reaches the site for his observation. Rejected materials shall be immediately removed from site and replaced with new shipment of different batch number, at no additional cost to the Owner. 3.02 FLUSHING OF LINES. Mains shall be flushed before attaching remote control valves and with pipe, center loaded. All water being discharged shall be temporarily piped up and out of the trenches. Trenches to be kept dry for pressure tests to follow. Install all valves after approval of flushing procedures by the Architect. 3.03 BACKFLOW PREVENTER As required by local or state ordinance, provide backflow preventer to protect the domestic water supply against back-siphonage from lawn sprinkler system, sizes and type as indicated on the drawings. Install back - flow devices in accordance with Plumbing Code having jurisdiction. No backflow device shall be permitted standing in pedestrian or vehicular traffic. 3.04 CONTROL WIRE - 24 VOLT INSTALLATION. Provide a separate wire from controller to each valve, or as indicated. Provide a common neutral wire from controller to each valve. Common neutral wire shall be with white insulation and pilot wires shall have black installation. Size wires as noted on Drawings. Where codes allow, no conduit is required for wire and it shall be laid in trenches provided for piping, laid to side of piping. A. Placing. Bottom of finished trench shall be free from stones or other material which might injure conductor insulation. Backfill material placed immediately over conductors shall be select material especially free from stones or other material that might injure insulation. Splices shall be observed by Architect and remote control valves tested for operation to backfill. Cover splicing between controller and valve with a valve box. If possible, avoid splicing of wire between controller and valve. B. Splicing. Use Pentite connector and connect wire as per manufacturer's recommendations. PETER BRANDOW, AIA, ASLA & ASSOCIATES LANDSCAPE ARCHITECTS 1537 MONROVIA AVENUE NEWPORT BEACH CA 92663 (949) 261-6066 o-Mail: pbrondow®AOL.com / www.POBLA.com L1c.# 1267 & C-6445 3.05 AUTOMATIC CONTROLLER. Install in location shown after verifying exact positioning with Architect. Install units plumb and in manner recommended by manufacturer. 3.06 SPRINKLER HEAD INSTALLATION. In open areas, install at least 3" above finished grade at time of installation. Heads along sidewalks shall be positioned with head "frame" see in 6" from edge of pavement, header board, curb, etc., and shall set flush to finished grade at time of installation. Within 5 days of notification by Owner, make whatever adjustments of pipe, fittings, valves or sprinkler heads are necessary to bring system to proper level of permanent grade. Along Walks and Drives. Set lawn sprinkler heads flush along walks and driveways, where finished grade level is established, at time of installation. B. Shrub Areas. Install sprinkler heads in shrub areas 12" above surrounding grades or as otherwise detailed. Where high shrubs are planted, install longer risers or as directed by Architect. 3.07 REDUCED IRRIGATION PLAN. Provide a 40 mil plastic laminated irrigation record drawing reduced to fit inside the controller cover, color coded to indicate valve zones. 3.08 INSTRUCTIONS. After systems are complete, instruct Owner in operation and maintenance of systems. A. PRESSURE TESTS. Perform all hydrostatic tests in presence of the Architect after flushing lines. Maintain 150 pounds on main lines for a minimum of two hours with all air expelled from line. All leaks shall be corrected in mechanical manner without use of epoxy fillers or other filler compounds. Provide all equipment for tests including force pump and pressure gauges. 3.09 SITE CLEANING. Clean all debris from site, remove all storage rooms and all other constructions and make site ready fro planting work to follow. Work or debris not cleared for landscape work may be backcharged to this irrigation installer. 3.10 OBSERVATIONS. Observations will be performed by representatives of the Architect at the following times and at random visits when the observer may be on the site. Contractor shall not cover any work prior to observation by the Architect. GENERAL. All observations called for by the Contractor shall be requested in writing at least two working days prior to the anticipated observation. All work shall meet the approval of the Architect or be rectified by the Contractor to a condition that does meet his acceptance and at no additional cost to the Owner. If the Contractor calls for observations and is not ready for the observations, he shall be back -charged, hourly, including travel time for all members of the team of observers involved. Rework Conference. To be conducted prior to any irrigation work under this Contract. 2. Observation of flushing. 3. Observation of pressure tests. Final observation of the completed installation, including coverage test. B. ITEMS FURNISHED. At time of final acceptance. Contractor shall deliver to the Architect. One set of keys for automatic controller. Two special wrenches suitable for operating each type of valve installed under this Contract. 3. Two tools for disassembly adjustment, of each type installation requiring such Two valve box keys. and assembly, or equipment used in this special tools. 5. Operating instructions and parts lists, as printed by each manufacturer, of each type equipment included in this contract. Refer to "material" part of the specifications and legend on drawings. Record drawings, and 40 mil plastic laminated record drawings installed in controller(s). architecture interiors planning STUDIO � ARCHITECTS P.O. BOX 3793 COSTA MESA, CA 92628 (949) 660-7985 (FAX) 660-798i CONTACT:JULIO GENER, ARCHITEC APPLICANT: PROFESSIONAL SEAL: BERGMAN KPRS 2550 SATURN 5T. BREA, GA 12521 (114) 124-1023 ATf, DOUG BERGMAN ■ ■ ■ ERG MAN bEVELOPMENT SERVICE J SHEET TITLE• JAN I GA ■ ION c ISSUES & REVISIONS: NO. DATE DESC. »»»» > ■ ■ BY API 06/03/16 BUILDING DEPARTMENT DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS,• INSTRUMENTS OF SERVICE ARE THE PROPERTY OF 1 ARCHITECT WHETHER THE PROJECT FOR WHICH THEY / MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO USED FOR ANY OTHER SITE THAN THE ONE FOR WH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITI ■ COPYRIGHT STUDIO ARCHITECTS 20 OWNER: Rot CALIFORNIA, LLG. 5105 TONNE CENTER DR. SAN DIEGO, GA 12122 (555) 611-0100 ■ c ■ PROJECT: PROPOSED IN -LINE SHOPS BLD( DESERT SPRINGS MARKETPLACE LOCATION DESERT SPRINGS MARKETPLACE 14554-141/S COUNTRY CLUB D5 PALM DESERT, GA 12260 ■ SA JOB #: DATE: 160201 06/01 /Oa NOTED SCALE - SHEET