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ENC2018-0064ta Qa ix rev -GEM oftheDESERr - - ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION V See below for Finance Revenue Codes For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 11/5/2018 LOCATION OF CONSTRUCTlON(Street address or Description): 52ND & JEFFERSON PURPOSE OF CONSTRUCTION: INSTALLATION OF FRONTAGE LANDSCAPING ON AVENUE 52 & JEFFERSON. SEE ATTACHMENTS FOR PLAN SET DESCRIPTION OF CONSTRUCTION: FLORESTA TM 36762 INSTALLATION OF FRONTAGE LANDSCAPING DIMENSION OF INSTALLATION OR REMOVAL: TE TIME WHEN WORK WILL BEGIN: 11/1/2018 TIME OF COMPLETION: 2/1/2019 ESTIMATED CONSTRUCTION COST: S340.000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: INSTALLATION OF FRONTAGE LANDSCAPING ON AVENUE 52 & JEFFERSON. SEE ATTACHMENTS FOR PLAN SET F1P2018-0005 In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of and to pay for any additional replacement necessary as the result of this work. Ii fAkinAgent LONNIE ELLISOR / BEAZER HOMES HOLDINGS, I.I.C. 310 COMMERCE STE # 150 IRVINE, CA 92602 Name of Applicant (please print) Business Address BEAZER HOMES HOLDINGS LLC 310 COMMERCE STE 150 SUITE 190 IRVINE, CA 92602 Name of Contractor and Job Foreman Business Address 818129 763045 Contractor's License No. City Business License No. NAVIGATORS SPECIALTY INSURANCE COMPANY SF17CGL221154IC Applicant's Insurance Company Policy Number (714)552-1594 Telephone No. (714)672-7000 Telephone No. Finance Revenue Code PERMIT INSPECTION STREET IMPROVEMENTS - OFF-SITE $2,241.00 TECHNOLOGY ENHANCEMENT FEE $5.00 TOTAL: $0.00 PERMIT NO: EN OJ,8OO64 DATE ISSUED: EXPIRATION DATE: J//r/vI WORK IN 'ECTED BY: PERMIT COMPLETION DATES: 1f the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. GEM of the DESERT PUBLIC WORKS PERMIT APPLICATION Tract # 7 '741 Project Name fl'i ,#i r Vicinit' A ,, 42 51 T . .. Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)___________________ ir,jif Iopidp Description of Construction (i.e.: See Plan Set No. 01234) 4L€ er. 2PjiJeS Dimension of Installation Approximate Construction Start Date:, i/i /i 8 Approximate Construction Completion Date: 2,4 11 R- Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of obstructions, materials, and debris, back-fulling, compaction and placing permanent resurfacing and or replacing improvements Contact Name:Z.,.&,,, Phone: Name of Applicant/Owner: dp' Applicant Address: _li 4 Applicant Telephone: -7 /y 2 /5 '1 Applicant E-mail Address: qj0 J/,'soR to Name of Contractor: -& . AO,C Contractor Address: Contractor Telephone Number: Contractor State License Number: Contractor City Business License Numbcr: Contractor E-mail Address: 110- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED '4 if llcant or Contrç.Lor General Liability hlsurancc Company: f q Applicant or Contractor General Liability Insurance Policy Number: te" .4 77Id ,4L 2'iJ22 — 00 orncc Use Only: Inspection Fee: - Permit Fcc:fl j2.i, As-Built Deposit:________________________________ Dust Control Deposit: Credit Amount: TOTAL FEE DUE:____________________ Office Use Only: Assigned Permit Number: C.2Ol8. o4y Approval Date: Expiration Date:_____________________________ Issue Date: Admin Authority: 78495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 760-777-7000 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC20I8-0064 The following shall always apply. ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK-LAYING CONSTRUCTION EQUIPMENT: Cleated track-laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother-faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber-tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2) of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE-WATER OPERTATIONS: If de-watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall a pply when indicated: RI NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. 0 R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. 0 R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. Q R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( N/A ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( N/A ) aggregate sub-base course having an R" value of not less than ( N/A** ) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. 0 R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (W) to one foot (1'). R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. o R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( N/A u ) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. C3 R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 W) of A.C. paving on (** N/A ) of class ( N/A ) aggregate base. 0 R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all times. 0 RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta 0 RI I COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. El R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. 0 R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one-thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. El R16 BACKFILL SAND: Backfill shall be approved transit-mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one- thousand (1000') feet and a maximum of one (1) test on each road. One (I) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub-grade. The SC-800 temporary paving shall be placed after a maximum of three-thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. D R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( N/A ** ) days after completion of temporary road repair. R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. El R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. 0 R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five-hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. ENC2018-0064 Floresta Landscape Installation/ Ave 52 at Jefferson In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. Beazer Homes (Lonnie Ellisor), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. This permit or copy of it shall be on the work site for inspection during the actual work performed. Streets shall be kept clean: They shall be completely cleaned at the end of each working day and more frequently, if required. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday-Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m May 1St to September 30: Monday-Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:30 a.m. and after 4:30 p.m. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Special Conditions Page I of 3 PERMIT NO. ENC2018-0064 Floresta Landscape Installation/ Ave 52 at Jefferson On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee' s responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. Pursuant to Section 14.16.3 70 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within Street rights-of-way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. All landscaping, irrigatioh, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. Access and egress to all local properties shall be maintained at all times. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: No asphalt work is anticipated within the scope of work or this permit. Special Conditions Page 2 of 3 PERMIT NO. ENC2018-0064 Floresta Landscape Installation/ Ave 52 at Jefferson Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric Design of Highways and Streets, 5 1h Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. Special Conditions . Page 3 of 3 AVENUE 48 lo AVENUE52 PROJECT) - —±---- LOCATION TWP-RNG: 006.OS - 007.OE QUARTER SE 1 /4 OF SE 1 /4 OF SECTION S5 T6S R7E S.B.B. TM. U) z 4: —J 0 LU 0 4: (3 U) I— LU LU H— C,) F— LU LU U) LU —j F— H— SHEET INDEX BUILDER: BEAZER HOMES 1800 E. IMPERIAL HWY., SUITE 140 BREA, CA 92821 PH: (714) 672-7003 FAX: (714) 494-8238 CONTACT: RUDY PROVOOST CIVIL ENGINEER: MSA CONSULTING, INC. 34200 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270 PH: (760) 320-9811 FAX: (760) 323-7893 CONTACT: FRANK STAN WAY LANDSCAPE ARCHITECT: DAVID NEAULT ASSOCIATES, INC. 41877 ENTERPRISE CIRCLE NORTH SUITE 140 TEMECULA, CALIFORNIA 92590 PH: (951) 296-3430 FAX: (951) 296-3431 CONTACT: BRYAN LOVE CONSTRUCTION PLAN ___________________ L1.1 CONSTRUCTION PLAN L1.2 UI CONSTRUCTION DETAILS ____________________ L1.3 CONSTRUCTION SPECIFICATIONS [1.4 IRRIGATION PLAN ______________________ [2.1 IRRIGATION PLAN __________________________ L2.2 IRRIGATION DETAILS _________________________ L2.3 IRRIGATION DETAILS ________________________ L2.4 IRRIGATION SPECIFICATIONS L2.5 IRRIGATION SPECIFICATIONS ________________ L2.6 PLANTING PLAN _______________________ L3.1 PLANTING PLAN _______________________ [3.2 PLANT LEGEND / DETAILS [3.3 PLANTING SPECIFICATIONS L3.4 TITLE SHEET .-________________ LU.) z a] ofll,odnoa,g 1.' CVb\'I) ,,aft do,', OI,oeSI]0,IC'apIm,, 010 dSBbeI d D 4 SBR (VMD 0'WDPhoUL43380 ima David flEAULT ASSOCIATES Inc. L 296 3430 clnnssr,cic,bo.s only LANDSCAPE CONSTRUCTION DOCUMENTS FOR: FLORESTA — TR 36762 STREETSCAPES CITY OF LA QUINTA, CA VICINITY MAP SITE MAP Know wt's below, Cail8llbef ore you dig GENERAL NOTES CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 800) 422-4133 BEFORE START OF CONSTRUCTION (2 WORKING DAYS OR 48 HOURS). CONTRACTOR SHALL VERIFY EXISTING LOCATION OF UTILITIES AS NECESSARY TO IDENTIFY LOCATION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, SERVICES, STRUCTURES, AND FEATURES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE ALL DAMAGE RESULTING FROM HIS OPERATIONS. ALL 2:1 SLOPES 3 FEET IN VERTICAL HEIGHT AND ABOVE SHALL BE PLANTED AND IRRIGATED 4, EROSION CONTROL MEASURES, IN ADDITION TO THOSE SHOWN ON THE PLANS. SHALL BE REQUIRED DURING THE RAINY SEASON FROM OCTOBER 1 TO APRIL 30 PER THE COUNTY LANDSCAPE ARCHITECTS AND COUNTY ENGINEER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE COPIES OF ALL SOIL AMENDMENT DELIVERY TICKETS UPON REQUEST AT THE FINAL INSPECTION. CONTRACTORS ON THE JOB SHALL CARRY INSURANCE SATISFACTORY TO THE OWNER AND PROVIDE PROOF OF CERTIFICATION UPON REQUEST. THIS POLICY SHALL NOT LAPSE OR BE CANCELED AT ANYTIME DURING PROJECT CONSTRUCTION. THE CONTRACTOR AGREES TO HOLD THE OWNER AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUB CONTRACTORS. MATERIALS, SUPPLIERS OR AGENTS. 7, THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED CONSTRUCTION PRODUCT AND DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION, ALL LOCAL, MUNICIPAL, AND STATE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE CONSIDERED TO BE INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS LANDSCAPE CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT REQUIRED PRIOR TO START OF CONSTRUCTION. REFER TO CIVIL ENGINEER PRECISE GRADE PLANS FOR ALL GRADING, DRAINAGE AND RETAINING WALL SPECIFICATIONS. REFER TO STRUCTURAL ENGINEER SPECIFICATIONS AND STRUCTURAL SOIL REPORT SPECIFICATIONS FOR WALL AND STRUCTURE SPECIFICATIONS AS WELL AS SOIL COMPACTION AND DRAINAGE REQUIREMENTS. 11, ALL UTILITIES ARE TO BE SCREENED. PLEASE GROUP UTILITIES TOGETHER IN ORDER TO REDUCE INTRUSION. SCREENING OF UTILITIES IS NOT TO LOOK LIKE AN AFTER-THOUGHT. PLAN PLANTING BEDS AND DESIGN AROUND UTILITIES. DUE TO THE RELOCATION OF UTILITIES AFTER PLAN APPROVAL, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF AN AGRONOMIC SOILS REPORT TO THE PLANNING DEPARTMENT REPRESENTATIVE AT THE FIRST IRRIGATION INSPECTION LANDSCAPE INSPECTIONS: THREE LANDSCAPE SITE INSPECTIONS ARE REQUIRED. CONTRACTOR I OWNER SHALL CONTACT PLANNING DEPARTMENT 48 HOURS IN ADVANCE FOR INSPECTIONS: 1. VERIFY THE IRRIGATION MAIN. LATERALS AND EQUIPMENT ARE IN ACCORDANCE TO THE PLANS WHILE TRENCHES ARE OPEN. 2 VERIFY THE IRRIGATION SYSTEM HAS HEAD TO HEAD COVERAGE AND THAT ALL PLANTING IS INSTALLED CONSISTENT WI0 H THE APPROVED LANDSCAPE PLANS AT CERTIFICATE OF OCCUPANCY. 3. VERIFY PLANTINGS HAVE BEEN INSTALLED CONSISTENT WITH THE APPROVED PLANTING PLANS cs%J (0 N- (0 CD w I— - iV) -'z cr) , z ,p LIJ . W O; 00 to3 uI If) Lu Q..0) O Lu u _J LU NJ co < uj - ca 9" Lr) CD date Oct 24 drawn WI / TS checked ° LO.1 of 15 sheets C,) z —J 0 LU CL C,-) F— LU LU F— (f) AVENUE52 Lli -------------- F N, URB AVENUE52 - -- --:' 0 - - - _L--- N -:: -i H -i - - 24 RRIGANON -INE 416516 ima David flEAULT ASSOCIATES Inc. 951 296 3430 IMT OF WORE SIDE CURB s - 3WER PER CVWD DWG 04355 10 OCP SEWER #33970 I i CIO LIJ CL N - co :::-° 24 P72,4 7 502, 6 > LLJ Lij - —77 uj ---------------- 131111 AVENUE 52 '5 AND - OALLED :::::::' ------------------ - KoowwhatsblOw. Call 811bfore you dig 0,10 - -•- - rrIIJrAJi rn ' •' ' Iwy'. NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR I, !,e 7!e,,ed P he Machell, VOk, Wcle Date,, (3,(,a,,c,c tack. 7377cc 7370 EASEMENTS. CVWD WILL NOTBE RESPONSIBLE FOR DAMAGE OR ccq 7a7E tacd,ca#,d,,,0 ac0,,L Dcc o,Cochl REPLACEMENT OF ANY SURFACE IMPROVEMENTS INCLUDING BUT NOT z LLMITED TO DECORATIVE CONCRETE, LANDSCAFINO, CURB. GUTTER,p SIDEWALKS PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED tchcdalcclacd 31,711 dacc,gbt (VWD,l,ffd o(co,l,1,,V ,rotilt WITHIN CVWD AND/OR USBR EASEMENTS USBR cgIa.oct 15,,, pIca. aRts 773tlRta7lc tf,,, kt,l cs. she 13, PIcc1031 cc1.sl3I.d (7661 a,d SIck 'c,,, ,tsc, R,ght-ot6% .. s.160s,t Ersi abrc.cs.g dl FOR IRRIGATION LEGEND SEE SHEET 12.2 ANN*ri \°ILL, 0 40 80 L43381 Scale. l20 NO RI H date Oct 24 2016 drawn chL / ESP checked DS, scale: L2.1 of 15 sheets MATCHLINE -SEE BELOW RIGHT U VWDESMT' I li FA 12 Li LU Lu LIJ I: L 0 1 I — I......l 1..'...' L A IIIJ Lk H CURB SIDEWALK C1. 1/1/8 DIFWA ERCV DDPIGY2 MATCHLINE A — SEE SHEET L2.1 Mkp Know what's below. V CaI!8llbefore you dig IRRIGATION NOTES F ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL P00 INFORMATION IN THE FIELD CONTACT THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK. ALL LOCAL MUNICIPAL AND STATE LAWS. RULES AND REGULATIONS GOVERNING OR RELATING TO AN' PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR 3 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES STRUCTURES AND SERVICE BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE 4 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK HIS DES GB IS DIAGRAMMATIC ALL EQUIPMENT SHOWN IN PAVED AREAS S FOR DESIGN CLARITY 0N11 AND IS TO REINSTALLED WITHIN PLANTING AREAS MAINLINE SHALL BE LOCATED 180FF OF ADJACENT HAPGSCAPE OR OTHER OBSTACLES SEP THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE HI ANY WI/EN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE CV VIP WERE PREPARED ANY SUCH CONDITIONS SHALL BE BROUGHT TO TRY AGENT 01/ 0' THE 'VINVIFI RE'RESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME A. RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER U INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATTONS CONTRACTOR SHAG BE RESPONSIBLE TO COMPLY WITH LOCAL CITY COUNTY AND STATE REQUIREMENTS FOR BOTH EOUIPMEN AND AVE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED SEE ,END FOR TYPE ALL WIRE UNDER PAVED AREAS TO REINSTALLED IN A SCA 40 SLEEVE SHE SITE REID 'IP'A C EASILY PULP WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON 1-V SLEEVING DETAILS SLEEVES TO EXTEND AT LEAST IS PAST THE EDGE OF THE PAVING ALL REMOTE CONTROL VALVES TO BE 1/STALED IN YHR1E OR GROUND COVER ARGO IN H'RE POSSIBLE Ap OJICE COUPLER AND REMOTE COP VALS BE INPTVLE A/ MOAN F ML PIN A,V N DETAILS INSTALL ALL QUICK COUPLER VII I/ELI GTE POE A1 I A VP U N 0 Cr YAP YCAPE NO LOW HEAD DRAINAGE ALLOWED -HE ,ON'TRV TOP, SHALL USE PROPER GR.0N NOT FCHL,IQ IES FOR GROUNDI NG IHE I/P 1EPUN -'EVTF',.,.MLJ F-I V/NI T PEP IL IlICA N'_ I IF PUP 'U' ,,HtU 'OTYV I-' TRP j. MATCHLINE -SEE ABOVE LEFT YVIL INYL 1MTOFWORK 7HH'ft j I p z I LU /1 U- -: in 0 L CURE SIDEWALK R.O W. /DIE WATER OVWD OWES #33965 ISCVDIP WATER WO DWO #415W imm David flEAULT ASSOCIATES Inc 951 296 3430 P401W dl .CUNN/)/'IP3tRN P C'NJ (0 N- (0 IC Y) momm 0 20 40 80 Scale .i-20 NORTH YPIOII/,IppIIpIobopppoplI,11111, hpIla0IoII1VpIo, IlpI U0p0/,; CVWD0lpZfdo-olooIimIIN,p1/V V 1ST ¶1G P4041011110W EiSBB OUUIVI 'III 50100. EIIOIO l/p INpIlapprn 0100111101 0101 kppdpp,' III Eo pVIIVUOIIITUIOU 151%) P4/I I/SOB ZIS/IllIlIlpIP 815/TVY-SY .11 11181011? Vpqpt0onp?p,p 1fl11000B100?lIP0flIIIIt1C01 ( VV, T 1111 -I CIII UI Ip .82 EQUIPMENT LEGEND SYMBOL MANUFACTURER/MODEl H SIZE DETAIL El I DOMESTIC IRRIGATION WATER METER W/ 2 SERVICE LINE VLRI" ACTUAL LOCATION AND PRESSURE IN FIELD PRIOR TO COMMENCING WORK AND PURCHASING EQS PMENT. METER TO SIZED AND INSTALLED BE CVWD. I MASTER VALVE TO BE LOCATED CLOSE SO THE PG C AND HAVE METAL PIPE RETWEEN THE MASTER VALVE v AND WATER METER 1/7 C 03 I BACKHLOW PREVENTION ASSEMBLY TO BE INSTALLED AND MAINTAINED BY CVWD. ALL PIPING BETWEEN METER AND BACEFLOW DEVICE SHALL BE K COFFER OR RED BRASS V I 04 RAINBIRD PS 108 E FLOW SENSOR INSTALL IN VALVE BOY PER MANUFACTURER RECOMMENDATIONS 1 A KI RAINBIRD . ESP LXME CONTROLLER (ESP-XU-LSMEH) WITH LUMMSSPEO STAINLESS STEEL CABINET PER OWNERS N/A N/A DIRECTION CONTACT ANITA MATLOCK WITH RAINBIRD, 95II 314-1740 J RAINBIRD RSD BES RAIN SENSOR N/A N/A - 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD & N/A N/A 4 LASCO SL-CLOSE SCF4 80 PVC TRU-UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS SIZE PER LINE LINE SIZE R 0 NOT H AN WILKINS SEVER PRESURE REGULATING VALVE LINE SIZE EU PIE/RD / 33DRC QUICK COUPLER VALVE LL21 S 080 DZK-TPV-LF/MF-I 20 I DRIP ZONE IN LINE VALVE KIT LOW FLOW KITS I R GPM MEDIUM FLOW PLAN SI ZE H -' PITS 7-20 GPM ORG 7Pv-F-108-S IN-LINE REMOTE CONTROL NAIVE C PIPES CL 310 AS MAINLINE 24' BELOW GRADE PLAN SIZE P 2 PVC PIPE 3/4 - 11/7 SCHDL 40 AS LATERAL LINES 12 BE-OW GRADE PLAN SIZE = = PVC PIPE SC/-I. 40 AS SLEEVING TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW FLAX SIZE D ALL PAVING HARDSCAPE FTC AND AS DIRECTED BE OWNERS AUTHORIZFD REPRESENTATIVE RAINBIRD BPS P-UB-18-VRZ PURPLE DRIP TUBING W/ 61 GPH EMITTERS 180 C INSTALL DRIP TUBING IN ROWS AT 240 C. MAX. ALL TUBING SHALL BE INSTALLED 7 BELOW FINISHED GRADE MAXI MUM OF 4800 EMITTERS PER :-_-- VALVE ALL PVC LATERAL LINES SHALL BE 1 1/7 IN SIZE UNLESS OTHERWISE SPECIFIED ON PLANS TO BE PURPLE FOR PLAN SIZE 0 0.1 RECYCLED WATER SET TO 25PSI REQUIRED RAINBIRD RISER ASSEMBLY TEE OR ELL HITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING K , I PLAN SITE NETAFIM #TLOSXMFV-I FLUSH VALVE INSTALL VALVE BOX 18 FROM PAVING AND AT LOW POINT OF PLANTER AREA INSTALL FLUSH ASSEMBLY INSIDE A B ROUND VALVE ROE PLAN SIZE V L21 - RAIN BIRD ARVUST. AIR/VACUUM RELIEF VALVE, INSTALLED WITH A COMBINATION TEE INSTALL AIR RELIEF ASSEMBLY INSIDE A H ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER MULTIPLE VALVES MAY BE 4 4 REQUIRED PER RCV VERIFY QUANTITY PRIOR TO STARTING WORK INSTALL VALVE BOX 19 FROM PAVING AND PLAN SIZE N / L2 AT HIGH POINT OF PLANTER AREA. HUNTER PCB 25 BUBBLER HEAD ON BCE BC NIPPLE EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE. • PLACE BUBBLERS AS EDGE OF ROOTEALL ON OPPOSITE SIDES OP TREE TYPICAL INSTALL BUBBLERS BEOA P N/H GRADE P/THIN 'ER'GPO ED IC DRAIN PIPE -- .18—AWG MI T. PU 1' N pP ,U I , V P Alp- - P.0' p 6 AL. VU. APPROVED PEP 1/C/I F - N 'GINY 1.11 VF-H NC. "LRvANEN1 01 TI,PES )H TREES A TI N S/AD AND/OR USBp EASEMENTS. CVWD WS.L NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS INCLUDING 60 NI - LIMITED TO DECORATIVE CONCRETE LANDSCAPING CURB C SIDEWALKS VANTERS GATES AND REI NE0 FAPECIELIENT N 1/V P IVY/AN .011/.. date. Oct,24 2016 drawn: W1 / ESP checked: DSN L2.2 1' sleets ima Davi d flEAULT ASSOCIATES Inc 951 296 3430 F N.SHED GRACE Us 'LEE ,REAR PLASTIC RECTANGULAR VALVE BOX 1111 IC, .E 0 COVER USE STAINLESS BOLT NU5 AND WAn'FE BOX TO BE PLACED AT RIGHT ANGLE TO I-A . - - EDGE. BEAT BRAND ES ONTO LID F5OW SENSOR SEE EGEND FOR SPECIFICX r (D PL ASTIC ECTANGULAR - E.EX HILT ANDIASNER BOXIOBEI TILE H FINSHEDGv XXXIV. SPEC U 1 CAF(~l FLOW5 IN BOX FOBE PLACED ATI ARDSCAPE EDGE NTO LID IN h I SPECS ASS ±:E S MA;ERcoNmoNv ; FOR SP C RI 11 I R SPECS E; NIPPLElF LEGS BE 3/4 ROCK 202510 'VC MAINLINE PEA T '-,T -IF I _R SPECS AND y AL, ,,T ON VIEW NLS F SN V EW TX ANASCAPE SARA C Qj) LX 50CR 2 501' 3. 11 2 EsAS Ton 5 W FOR PR ERR OPERA' HL'RFLLVALLT lEVEE FLLB D ACHIEVE MAINLINE DEPTH FROM PVC MAINLINE RIPE FROM RACER' SI 'HE R PEAS AM SIDE OF MASSE VALVE ALSEMEL F .5 NEAL, Al RICH ANGLE 10 NDRDSCVPB EDGE INSTALL VAI XE so IER THE MANUFACTURERS RECOMMENDATIONS ART TO LS'RR SALVE EVE AFENSIONS ST REOL REEF '0 ACHIEVE 'F '4T—A-11 11 VAN LINE 21— A FLOW SENSOR N.T.S B J BALL VALVE N.T.S C N..S MASTER VALVE SAND - BACIFILL COMP CITED TO TIE DETUS7Y OF EXISTING SOU - .SEPRALESN ICI 40SLEEVE - LATERAL LINES SEE Sr, 11— _CO NTROL ED SC REAR OTH HR REQUIRE -- E2rO2, N SIZE LA I AUTOMATIC CONTROL VALVE 02-1~ IN SIZE 2: 1 F A FOE 35 - - .-. EXPANSION COILS AT WIRE CONNECTIONS EU WRAPS - . 1/2, /2 PIPE PLASSCVALVE BOX WLLOO AX 6 COVER FINSHORADE-I BELOW 2:5 D SLEEVING N.T.S E PIPE AND TRENCH INSTALLATION N.T.S LAWNANDZINSHR BR -13 OH EAV,LTEVFS', L P GEE II ,, XL 'AL XII L I INSULATION PRIOR INSERTION INTO GEl CONNECTIOR. TWIST CONNECTOR ONTO — OR ASPHALT PAVINC- IlI V c1f H 1HL 7 ®E STRAINER .! 1± 8 PRESSURE REODLA T 9 ® PVC UNION ] CONNECTOR AND WIPES INSERTED INTO SEE LOCK TABS PREVENT WIRE REMOVAL OV,,E G © CONNECTORS INSERTED \05 2 LOW VOLTAGE WIRES 3 MAXIMUM 40 WIRES PASS THROUGH GROOVES IN '2FF T TO ALLOW LID TO CLOSE WIPES TO SEAT FIRMLY SR'FFTCHEOF UNTIL THE CONNECTOR PASSES LOCK IA-US ! 12 . V L- RSLVG 10 Q UGH 40 PVC RISER (j) SET BLOCK LEVE Ps -A:PEV CC V OH 1= A 4 MEL —I Hi I LI 12 ' LELI -1 — — 5CR 40 PVC ELL El I 1 1 3 PVM ATFRV IT P I= I 14 'm A i 4 LV EL PH FL F ERL'U FL FLFfrPR, .:c_. - 60 - L L - B HR JNNECTORVF:AELXEXUR,IOU' DIRECT PURY SPLICE KU H DRIP VALVE ASSEMBLY N.T.S '2 HALL INCLUDE A SCOTCHIOK V SPRING CONNECTOR A POLYPROPYLENE TA- ROD A WATERPROOF SEALING GEL TUBE SHALL BE SUPPLIED PREFILLED WITH GEL DIRE' BURY SPLICE KITSHALL BE USED TO ELECTRICALLY CONNECTS 3 H14 OF 2 Al 2 PAL STRIPPED COPPER WIPES LARGER WIRES OR GREATER QUANTITI ES OF WIRES THAI I PEGUIREX LARGER LFAFROVEL5 WIFE CONNECTION '::,s:s: L,p(AXSL,LIIVS sly: I B STII-1 ITT", dIVA AG 101, P H LL SAL AlIbIs drnv I1V SF (VAX sEW does sAl LOIlSIIIIII, APpIVI XLI F WIRE SPLICE N.T.S G OMITTED N.T.S A Td TIT TV I f1111. LF I 44011155 what'sbeIow. Call8llbe,ore you dig ±PIAI:s 83 AS daleOct 24 drawn V11 I E SE checked DST, [2.3 of 15 sheets RASS UNION ...... WYF STRAINER WI DI L/D BRASS NIPPLES U E ED SEE EGB D FOR SPECIFICATION. TOP oFINISH BRASS EELS 4) - / GRADS 0 SCH IN NIPPLE (LENGTH AS REQUIRED 2 REQUIRED) ANTI- DRAIN VALVE SEE LEGEND FOR __- PRESSURE REGULATOR SPECIFICATION BRASS UNION BRASS THREADED RISER Q COMPACTED SUBGRADB - PER SOILS 3 I/i Co REPORT RECOMMENDATIONS BASE 4 (BYE ) 0 PVC LATERAL LINE FINISH OR DR lB . - 2 fIG OF OF AU_CF OR OIL II ii1H DRILL THROUGH FOR PIPE I/C PVC ELI SIT) - Hii I DA, ~ SRI' LONG PERFORATED PVC CK GLIH:nlIlzrff[ZVIIIIIIIZUA[HLzr[ THRUST BLO E DAALILPIPBFILLWIIBDIOGRAVLLRO c Hil lic .E JcIII=I PVC 1 1 I I BOTTOM GB CHECK VALVE H HdIIE UiIIll TO A ROOT EAU OF TREE -ILURV - ': 0 iZLAZ LOC PLC YRESSURE LINE NC -E SE TIRES B CR 0 S A ILl B AS REQUIRED NOTE TO BE INSTALLED 5V OVA1 ® To, DR,RuNE N V ARAB XTY— RAN RAN IT00WRR/0 SRI David IlEAULT Poll TOE ASSOCIPJES Inc. Pot LOREBTE way HRPSRB 951 296 3430 BARR DREOR swow 000BBoo,coteS.Com @5 -=AS RE F!, OBLLER HEADS PER TEES STE OMMENDATIONS - BUBBLERS MIN PER TREE FOR PVC LATERAL LINE PIPE SIB LV[C'IICATIONS FOR 1BPS AND DEPTH REQUIREMENTS VE' C-,--- I-ASYC ROUND V!, BOV WIlII ERLI CIDVER USE STAINLESS BOO NUB AND HEAT BRAND YQCV ONTO Lift QUICK COUPLER KEY WITH MALI HOSE HE CONNECTIONAL SHOWN KEY MUS CLEVI VALVE BOA FINISHED GRADE IN SHRUB AREAS QUICK COUPLER SALVE SEE LEGEND FOR SPEC GALA HUNCH SOC (2 REQ) 0 ROUST NIPPLE (LENGTH AS PRO ) BRICK SUPPORTS BRASS TRIPLE SWING JOINT (NILE PER CCVI 0: TWO STREET FLUB ONE NIPPLE IS MIS LENS/I AND ONE THREADED ELL FOR ASSEMBLY MAINLINE SEE SPECS ff49 34 RERAE SAlT A IL NYC APE IA B/IC SALVOS 0:1:55 FINISH GRADE ONE FLUSHING VALVE #TL050MFV-1 VALVE BOX SEE SPECS S B 1/2 PVC XX ELL (SIZE AS REQUIRED) BRICK SUPPORTS — 3/U' GRAVEL SUMP (I CUBIC FOOT.) PVC LATERAL DR EXHAUST HEADER U/C/ION VIEW -N.T.S 1// EVE EXHAUST HEADER ®PVC SCH AS TEE DR EL (TYPICAL) BARD I SALE rLmTAs; F ®FLUSYPXIILT (TYPICAL) (T—CAL) I SEE RAIN BIRD OCTAL AFS FLUSH PAINS I DR SIN FLUSH POINT WITH BALL LALVC C I ®PERIMETER OF AREA I I - ®PERIAJETER DRIPUNE PIPE TO RE INSTALLED i (. C ERRS PERIMETER Or DOER ®NLIA -SURFACE DRIPEINE RAIN BIRD XE SERIES DYIPUNE (TYPICAL) PDTAALE: BIN DRIP INS NON-POTABLE: XFSP DRIPLINE - ®DRJN BIRD OF SERIES BLAME TUBING (H RARO 0 FARE INSERT TEE DR CROSS. RAiN BIRD BFE-TEE OR RAN BIRD BED-CROSS (TYPICAL) 0 AIR REUI VALVE RAN BIRD MOI EVE SUPPLY HEADER ZON VALA KIT (SIZED TO EG ABEDA LATERAL LLOW DEMAND ( Q IN THE hhhH 0 I DRIP LAYOUT BELo v Call8l1befure you dig DiAl, PIAV hL,E BeVy HI lIVed I,, lilA A VHLIOAiA VAlId SAUoi WOp, Ill TLLRidAHIeiIiIIi CLO,Ii,I,U GVIOOHVLOI C 050 61011,1 611,1 TI AdS z \/PTV,aJ DROOL dOENIAG b CVWD RIDHUALS XI ROYSIIIi:I, DAPWIA IV dm- ITd V I- U L4I FWA -, SDa ; B URA 1 IiiffHiILIlTDLWiIOVEI FvwXpID,IA4$84 ,/IV,,cs 1151/ date Oct.24 20/6 6EOWI1 - WE / ESP checked DSN scale L2.4 0 BARD I I I REDUCED PRESSURE BACKFLOW PREVENTER (INSTALLED BY CVWD) N.T.S I J I DEEP ROOT WATERING WITH BUBBLER N.T.S I K I DRIP RISER ASSEMBLY - CENTER FED N.T.S I L I QUICK COUPLER VALVE N.T.S I M I AUTOMATIC FLUSH VALVE I N lAIR VACUUM RELIEF VALVE of 15 sheets IRRIGATION SPECIFICATIONS A. LANDSCAPE WORK GENERAL NOTES ORDINANCES AND REGULATIONS AL. LANDSCAPE IRRIGATION WITHIN THESE DRAWINGS AND SPEC FICAT OHS SHALL CON POEM '0 ALL APPLICABLE GOVERNING CODES AND ORDINANCES LOCAL COUNTY A STATE) PERMITS AND INSPECTIONS THE CONTRACTOR SHALL OBTAIN COORDINATE AND PAY FOR ALL PERMITS FEES AND AGENCY INSPECTIONS AS REQUIRED SCOPE OF WORK C TLTRAC'OR SHALL PROVIDE AL. LABOR MATERIALS. EQUIPMENT AND SERVICES NECESSARY TO FURNISH. INSTALL,AND COMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN IT SHALL BE THE OWNERS RESPONSIBIL ITT IN INVITING AND OBTAINING BIDS SETTING ITS PROVIIONS AND INSTRUCTIONS TO BIDDERS SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES. ETC TO FULLY ENSURE THE QUALI TY AND TIMEi U DOMPLEHON OF THE PROJECT 5QEQ55, THE CONTRACTOR SHALL BE A C 27 CALIFORNIA STATE LICENSED AND SHALL OBTAIN AND KEEP IN FORCE DURING THE LANDSCAPE CONTRACTOR PERIOD OF THE CONTRACT) PUBLIC LIABILITY. WORKMAN S COMPENSATION AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED EXITS OPERATIONS TO UTILITIES EXISTING PLANTING CONSTRUCTION PERSONS PROPERTY ETC AND SHALL PROVIDE WOTECTIVE MEANS TO GUARD AGAINST DAMAGE LIABLE FOR ENCROACHMENT THE CONTRACTOR SHALL BE RESPONSIBlE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT OP WAYS EASEMENTS SET BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTI ONS ETHER MARKED OR UNMARKED PLAN & FIELD VERIFICATION THESE DOCUMENTS MAY CONTAIN ERRORS OMISSIONS CONTRADICTIONS, ETC THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SMALL NOSY'S THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DI SCREPANCY GOVERNING CODES THE OWNERS SUPERINTENDENT WILL INSPECT THE PLANTING SHALL THEN APPLY WORK PRIOR TO THE START OF CONTSTRUCTIGN THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK HE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NEC ESSARV COORDINATION CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK ME'HODS OF CONSTRUCTION. THE QUALITY OF WORKMANSHIP AND MATERIALS SHAL BE (YE THE HIGHEST QUALI TY STANDARDS COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER 154 PRODUCING SHE BEST POSSIBLE PRODUCT THE CONTRACTOR IS SOLELY RESPONSI BLE FOR ALL CONSTRUCTI ON METHODS MEANS SEQUENCES PROCEDURES AND TECHNIQUES THE LANDSCAP E ARCHITECTURAL FIRM IS NOT LIABLE FOR ON'TR CS ON METHODS SAFETY THE CONTRACTOR IS SOLELY RESPONSIBLE :OR INITI ATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTI ONS AND PROGRAMS DURING CONSTRUCTION UTILITI ES HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION GE ALL UNDERGROUND UTILITIES ELECTRICAL CABLES CONDUITS AND IRRIGATION LINES PRIOR SO ANY CONSTRUCT ON SO THAT PROPER PRECAI,TIONSMAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS MATERIALS AL MATER ALS AND EQUIPMENT SPECIF ED N THESE DRAWINGS SHALL RENEW AND IN PERFECT CONDITION OR THE REST GRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHALL REINSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATI ONS SUBSTITUTI ONS V THE SPECIFIED LANDSCAPE MATERIAL IS NOT REASONABLY OBTAINABLE THE CC NTRAS'TOR SHALL SUBMIT A ARIP'N REQUEST FOR AT TERNATE FROM THE LANDSCAPE ARCHITECT MATERIAL EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE WRITTEN APPROVAL FOR YEBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND HE LANDSCAPE ARCHITECT ALL SUBSTI TUTIONS SEAL CONFORM TO LOCAL CODES AND ORDINANCES Ally EQUIPMENT OR MATERIALS NSTALLED WITHOUT APPROVAL EU THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CO NTRACTOR .1 EXPENSE I RRIGATION PLANS. THE IRRIGATION PLANS ARE GENERALLY DIAGRAMMATI C AND TIDICATIVE OF THE WORK TORE INSTALLED THE CONTRACTOR SHALL MAKE MINOR AD,USTMENTS DURING INSTALLATION TO AUDIO CONFLICTS BETWEEN EXISTING BR GAS ON. EXISTING PLANTING ARCHITECTURAL FEATURES AND UTILITIES. ALL SCALE DIMENSI ONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS IRRI GATION NOTES SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS HO WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL EU FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS PONT UP ONNECTI.,N F 0 CI VERIFICATION. L OCATION OF THE POINT OF CONNECTION SHOWNO N THE DRAWINGS MAYBE APPROXIMATE ONLY THE CONTRACTOR SHALL APPROVE FINAL (PG Cl LOCATI ON WITH THE OWNER JOB SUPERINTENDENT THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE METER SIZE AND SIZE OF SERVICE TO THE METER 110 Cl AT EACH POINT OF CONNECTION. MKERIAIU_ ALLOAAIFRILVF,S AND EQUIPMENT SPECIFIED IN THESE DMA WINOS SHALL BE NEW AND IN PERFECT CONDITION WHERE INSTALLED AND SHALL BE NSA PD IN ACCORDANCE WITH SITE MANUFACTURER'S SPECIFICATIONS ju- "ow wha below. F Ca11811b0f ore you dig 50552(IULLQ5Q COlON MASER A. EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAP RE REJECTED AND REMOVED AT CONTRACTORS EXPENSE F)SNQU.,, DUE TO THE SCALE OF DRAWINGS T IS NOT POSSIBLE TO INDICATE ALL OFFSETS FITTINGS SLEEVES ETC WHICH MAY BE REQUIRED THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THE WORK AND PLAN THE WORE ACCORD HOLY FURNISHING SUCH FITTINGS ETC AS MAY HE REQUIRED 70 MEET SUCH CONDITIONS NOT cjof_cONBPLU.JOY THE COMPLETI ON OF SHE CONTRACT SHALL BE ACCEPTED AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTI ON OF THE OWNERS AUTHORIZED REPRESENTATIVE. OPERATING INSTRUCT OHS AFTER TAX SYSTEM HAS BEEN COMPLETED THE CONTRACTOR SHALL INSTRUCT THE OWNERS AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE SYSTEM AND SHALL FURNISH A COMPLETE SET "IF DPERAT HG INSTRUCTIONS, LINAC SITE REVI EW ,PGN COMPLETION OF WORK THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT FOR FINAL SITE REVIEW AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT ANY ASSUMED OR EXISTING EARIENCES DR OMISSIONS SHALL BE NOTED AT THIS TIME THE CONTRA CTOR SHALL STIPULATE WHEN AND L,OW THE CONDITIONS WILL BE RECTIFIED WHEN THESE CHANGES HAVE BEEN "ARR ED "C' SHE AREAS CLEANED AND A NOT CE OF COMPLETION / ACCEPTANCE SHALL BE RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNERS AUTHORIZED REPRESENTATIVE SITE MAINTENANCE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES MAINTENANCE INSTRUCTI ONS AT THE COMPLETION OF THE PROTECT. THE CONTRACTOR SHALL INSTRUCT THE OWNERS AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS GUARANTEE THE ENTIRE IRRIGATION SYSTEM INCLUDING ALL WORK DONE UNDER THIS CONTRACT SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP AND SHALL BE MAINTAINED IN PERFECT WORKING ORDER FOR ONE YEAR FROM DATE OF COMPLETI ON BE THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER ALL MATERIALS USED SHALL CARRY U MANUFACTURER S GUARANTEE OF MINIMUM ONE I (YEAR ANY BUGLING DL BACKFILLIU TRENCHES WHICH MAY OCCUR DURING THE ONE YEAR PERIOD FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNERS SATISFACTION SF THE CONTRACTOR WI THOUT EXPENSE TO THE OWNER INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING PAVING OR OTHER I MPROVEMENTS OF ANY KIND REQUIRED FIELD OBSERVATIONS THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OR SAI D PLANS WILL USE DAVI D NEAULT S ASSOCIATES INC TO PROVIDE PULL CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION FAILURE TO USE DAVID NEAULT & ASSOCIATESINC SO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET 'GETH HEREIN W L_ SI GNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN ANY NA, 'U'TRIZED MODIFICATIONS TLTFBFTO FAILURE SO DETECT ERRORS AND OMISSI ONS IN THE PLANS AND SPECIE CATIONS OR IN THE EVENT THAT DAVID NEAULT & ASSOCIATES INC IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN THE OWNER OR SUBSEQUENT OWNER (I NDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND DAVID NEAULT U ASSOCIATES.INC AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS FELD OBSERVATION COORDINATION, OBSERVATIONS SHALL BE INITIATED BY ME CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT) THE CONTRACTOR SHALL NOTIFY SHE OWNER 12GB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS 'HAN FORTY-EIGHT (48( HOURS IN ADVANCE OF ANY OBSERVATION CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BEAT THE CONTRACTORS EXPENSE THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTH EIGHT (48) HOURS IN ADVANCE ,LQSINL, OF UNINUPECiLIT WORK, THE CONTRACTOR SHALE NOT ALLOW NOR CAUSE ANY OX THE WORE YORE 'OVYEET OR INCInSED I INTILSEAS HTYN INSPECTED TESTED AND APPROVED BY -HE CONSULTING ENOINNER GE AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK SHOULD ANY OF SHE WORE BE ENCLOSED OR COVERED BEFORE SUCH INSPECTI ON AND TEST HE SHALL UNCOVER HI S WORK ASHIS OWN EXPENSE AFTER IT HAS BEEN INSPECTED TESTED AND APPROVED "E CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE (WUEP S SATISFA" (UN JOB SITE MEETINGS AND REQU REMD NSPECTIOFIS A THE ONTRACSOR HALl PERIT THE LANDSCAPE ARCHITECT AND OWNERS AUTHORIZED REPRESENTATIVE TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE WORK AND SHALL PROVIDE SAFE ACCESS 'OR SUCH VISITS B WHERE THE SPECIFICATIONS BEQU.RF WORE TO BE TESTED BY THE CONTRACTOR SHALI NOT BE COVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARCHITECT OWNERS AUTHORIZED REPRESENTATIVE AND/GE GOVERNING AGENCIES.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OWNER AND GOVERNING AGENCIES, AMINIMUM 0148 HOURS IN ADVANCE WHERE AND WHEN THE WORK IS HEADY FOR TESTING. SHOULD ANY WORK BE COVERED WITHOUT TESTING OR ACCEPTANCE IT SHALL HE IF SO ORDERED UNCOVERED AT THE CONTRACTORS EXPENSE. C INSPECTIONS ALL BE REQUI RED FOR THE FOLLOWING AT A MI NIMUM. SYSTEM LAYOUT 2 PRESSURE TEST OF IRRIGATION MAINLINE POUR HOURS AT 150 P51 MINIMUM OF STATIC WATER PRESSURE, WHICH EVER IS OREATFH. MAINLINE. PRESSURE LOSS DURING TEST SHALL NOT EXCEED SPY 3 COVERAGE TEST OF IRRIGATOR SYSTEM TEST SHALL BE PERFORMED PRIOR TO ANY PLANTING 4 FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD U FINAL ACCEPTANCE SI TE OBSERVATIONS AND TESTING WILL NOT COMMENCE WITHOUT THE FIELD RECORD LAVA NOS AS PREPARED BY THE IRRIGATION CONTRACTOR RECORD DRAW NOS UJ!V COMPLETE AND UP TO DATE FOR EACH SITE VISIT WORK THAT FAILS TESTING AND IS NOT ACCEPTED Will BE RETESTED HOURLY RATES AND EXPENSES OF THE ,ANDSCAPL AECIHITECT OWNER S AUTHORIZED REPRESENTATIVE UNDGOVERNING AGENCIES FOR R E RUE INSPECTION OR RETESTING WILL BE AD U 'HE LADE' NI ONTXA - R AT 10 VD DIDINAL OPEN SF - AVER B. PRODUCTS & MATERIALS SCOPE OF WORK WORK SHALL CONSIST OF FURNISHING ALL MATERIALS SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED THE FOLLOWING COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED IS SHALL BE UP 10 THE CONTRACTOR ro SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE ASH THESE PLANS AND SPECIFICATIONS. PRESSURED MAINLINE . PIPE FROM SOURCE OF SUPPLY TO CONTROL VALVES AND HOSE BIBS? DR LARDER SHALE BE CLASS 315 SDR 13 U TYPE 1221D PVC CONFORMING SO ASTM D2241 ASTM DI 784 EXTRUDED FROM VIRGIN MATERIALS ALL PIPE LESS THAN 2' SHALL SCHEDULE AU TYPE 1 220 PvC CONFORMING TO ASTM D 1785,ASTM 01784 ALL PLASTIC PIPE SHALL BE MARKED SHALL BE EXTRUDED FR( M AEON MATERIALS WITH THE MANUFACTURERS NAME TYPE AND CLASS OF PIPE SI ZE AND NSF APPROVAL LATERAL L NE BELOW GRADE NON PRESSURIZED LATERAL HINE PIPE SHALL BE CLASS 220 5DB 21 TYPE 1230F V C CONFORMING SC ASTM D224. DI 'HA P 4 .. PIPING SHALL BE LVSR,DED FROM VIRGIN MATERIALS. ALL PLASTIC PPE SHALL HE MARKED WITH THE MANUFACTURER NA1,SF TYPE AND CLASS OF FF0 SIZE AND NSF APPROVA L LASLHAL LINE ON GRADE NON PRESSURED LATERAL FINE PIPE ON GRADE SHALL BE C'FEDULE 40 VAR CONFORMING TO ASTM DI 'AS AUTM 01784 AND ASTM 053 MANUFACTURED BY BROPLNLINE PIPE COMPANY OR AS INDICATED ON LEGEND P AC. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BE MARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE SIZE AND NSF APPROVAL 'LASSIC PIPE F HINDS SHALL BE SCHEDULE 40 P U C CONFORMINGTO ASCII DI785 D246A( TAPERED SOCKET TUPE, SUITABLE FOR FIT-FEE SOLVENT WELD OR SCREWED CONNECTIONS FLANGE AND SADDLE SEES WILL NOT SEAL OWED SOLVENT SHALL BE AS RECOMMENDED BY SHE PIPE AND FITTING MANUFACTURER BRASS PIPE AND F TIND BRASS PIPE SHALL BE RED BRASS SCHEDULE 40 SCREWED PIPE CONFORMING '0 FEDERAL SPECIFICATIONS NO WA 'P351 FITTINGS SHALL BE RED BEAUS CONFORMING TO FEDERAL SPECIFICATION NO WW P 480 COPPER PIPE AND FITTINGS COPPER PIPE SHALL BE TYPE K (HARD DRAWN) CONFORMING TO ASTM BHB FITTING SHALL BE WROUGHT SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI B 16 22 JOINTS SHALL BE SOLDERED IN ACCORDANCE SO ASTM B-206 AND FEDERAL SPECIFICATIONS COB DRESS. S TEEL 0IEQ_ GALVANIZED STEEL PIPE SHALL BE USA SCHEDLE( 40 MIL,ED STEEL SCREWED PIPE WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON FITTINGS STEEL PIPE SHALL BE INSTALLED ON GRADE SECURED TO SURFACE PER DE-AIL RAIL VALVES SHALL BE BRONZE OR PLASTIC BODY AS INDICATED OR DRAWINGS 125 PSI MINIMUM. HEAVY DUTY FEDERAL SPECIFIED CROSS HANDLE INSTALL WITH ND S. TYPE PLASTIC OR EQUAL ACCESS BOA AND LID CONTROL VALVES SHALL BE AS INDICATED ON THE DRAWINGS WITH FLOW ADJUSTMENT AND MANUAL BLEED DEVICE. INSTALLED UNLESS OTHERWISE INDICATED N ONE OF THE FOLLOWING TYPE BOXES AS INDICATED ON THE DRAWINGS. CONNECT TO CONTROLLERS IN THE OPERATING SEQUENCE INDICATED ON SHE DRAWINGS CONTROL WIRE CONNECTIONS BETWEEN THE AUTOMATO CONTROLLERS AND THE ELECTRONIC CONTROL VALVES SHALL BE SF SOLID COPPER WIRE VINYL INSULATED YOU V RATING FOR DIRECT BURIAL INSTALLATIONS CODING SHALE BE COLOR WIRE FOR PLOT ARE WHITE FOR COMMON GROUND WIRE MIN MUM WIRE SIZES SHALL BE 14 GAUGE BURIED IX' BELOW GRADE USE APPROVED WATER PROOF WIRE CONNECTORS AND SEAER ON ALE YPLCES A 24 INCH EXPANSION PIG 'Al, COIL SHALL BE PROV,DED AT EACH CONTROL VALVE AND AT EACH CHANGE INDIRECTION OF THE WIRE RUN. WIRING SHALE OCCUPY SHE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE AUTOMATIC CONTROLLER SHAW BE AS INDICATED ON THE DRAWINGS COMPLETE ASH ELECTRICAL HOOK UP AND PROPER MOUNTING ANY CONTROL WIRE EXPOSED AT THE CONTROLLER SHALL BE ENCASED IN ELECTRICAL CONDUIT DETER SIZE REQUIRED OUTDOOR CONTROLLERS SHALL BE WITHIN A VANDAL RESISTANT ENCLOSURE AND EQUIPPED WITH AN SWITCH FOR 1 IX VOLT POWER SUPPLY TO CONTROLLER RRIGAEON HEADS SHALL BE OF THE TYPES USED SIZES NEiCA'LD ON THE DRAWINGS ALL HEADS SHALL BE ADJUSTABLE RISER NIPPLES SHALL BE THE SAME SIZE AS SHE RISER OPENING IN THE BODY EACKFLOW DEVICES BACKFLDW PRENENSORS AND/OR VACUUM BREAKERS SHALL BE AS INDICATED ON THE DRAWINGS AND AS APPROVED BY AUTHORITIES HAVING J U RISDICTION, INSTALLED TO MEET LOCAL COVES ALL IRRIGATION SYSTEMS USING POTABLE WATER SOURCE REQUIRE RHCKFLOW PREVENTION. CHICK VALVES. CONTRACTOR SHALL INSTAL ANSI DRAIN VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE ANY HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN ANSI DRAIN VALVE ATMOSPHERIC VACUUM BREAKERS SMALL RE HEAVY DUTY BRASS AND FEDERAL SPECIFIED INSTALL ON NON CONSTANT PRESSURE LINES (LATERAL LINE) PER MANUFACTURES SPECIFICATIONS INSTALL 12 ABOVE HHGHEST HEAD ON THAT SYSTEM. LOCATION PER DRAWINGS 'RESSLRE REGULATORS SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. FACTORY SE' P 5 I AS SPECIFIED PER DRAWINGS QUICK COUPLERS. SHALL BE HEAVY DUTY BRASS WITH COIGRIZED RUBBER COVER AND TWO 21 PIECE BODY DESIGN LOCATION PER DRAWINGS AS APPLICABLE. RISERS ALL RISERS TO QUICK COUPLERS AND BACK FLOW DEVICES SHALL BE SCHEDULE 40 BRASS OF THE REQERED SIZES RISERS '0 IRRiGAT ON HEADSSHALL BE SCHEDULE AU TYPE '220 P II C CONFORMING TO ASTM 2464 VALVE BOXES INSTALL ALL VALVES EXCEPT ANTI-SIPHON VALVES IN PREMO DFD HIGH I MPACT PLASTIC VALVE BOY USE ROUND ROE FOR QUICK COUPLERS AND RECTANGULAR BOY FOR ALL OTHER VALVES N 05 TOR APPROVED EG ALl WITH GREEN LET LOCATE IN SHRUB PANTING AREAS WHENEVER 'OSSIBLE PLASTIC PIPE NOTES HANDLING THE CONTRACTOR SHALL EXERCISE CARE XL HANDLING, LOADING AND STORING PVC PIPE AND FILINGS ALL F V C PIPE SHALL LIE FLAT SO NOT TO SUBJECT IT TO DUE BENDING OF CONCENTRATED EXTERNAL LOAD AS ANY POINT PVC PIPE AND FITTINGS SEA E NOT RESTORED IN DIRECT SUNLIGHT AN' SECTION OF PIPE THAT HAS BEEN DENTED OR DAMAGED WILL BE DISCARDED LOCATIONS PIPE LINES SHALL BE INSTALLED IN THE LOCATIONS AND OF THE SIZES SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED WHERE PIPING ON THE DRAWINGS IS HOWN I NC-H PAVED AREAS BUT RUNNING PARAL,EL AND UDjACENT TO PLANTING AREAS THE INTENT CDTT1E DRAWINGS 5 '0 INSTALL 'PIE 'p 'L , FL THE PLANTING AREA PIPE i,SU.AN UND.RGROLT,U LINES JPIO2 NCUS ,p VA,, U 'U'1 MINIM M HORIZONTAL CLEARANCE OF 12 FROM LINES OF OTHER TRADES THIS REQUIREMENT DOES NOT APPLY TO ANY LINES CROSSING AT ANGLES FROM 45 DEGREES WITH EACH OTHER A MINIMUM 2' VERTICAL CLEARANCE SHAH HE MAINTAINED BETWEEN LINES WHICH CROSS BETWEEN THESE ANGLES NO FI NE SHALL BE INSTALLED PARALLEL TO AND DIRECTLY OVER ANOTHER LINE ASSEMBLY ALL PIPE SHA - BE ASSEMBLED FREE FROM DIET THE MAIN LINE SUPPLY SHALL BE FLASHED OUT AND TESTED FOR LEAKS BEFORE BACK RULING AND WITH CONTROL VALVES IN PLACE AND BEFORE LATERAL PIPES ARE CONNECTED TO VALVES EACH SECTION OF LATERAL PEE SHALL HE FLUSHED OUT BEFORE SPRINKLER HEADS ARE ATTACHED UNDER CONCRETE GENERALLY, PIPING UNDER CONCRETE SHALL XL 'ON, 0 SE,EAINYI, PRIOR TO INSTALLATION OF CONCRETE WRITTEN PERMISSION TO JACK BORE OR HYDRAULI C DRIVE UNDER CONCRETE OR 70 CUT OR BREAKSIDEWALKS AND/OR CONCRETE MUST BE OBTAI NED FROM SHE OWNERS AUTHORIZED REPRESENTATIVE NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVING I NSTAL AT ON PROCEDURES EXCEPT A, NOTED IN OTHER 'ARTS OF THIS SPECIFICATION OR IN THE DRAWINGS INSTALLATION OF PIPE AND FITTINGS SHALE BEES OUTLINED IN MANUALS AS FURNISHED EU PIPE MANUFACTURER WHICH SHALL BE DEEMED AND CONSTRUED AS FART OF THIS SPECIE CATION PLASTIC PIPE SHALL NOT BE Al) WHEN THERE IS WATER IN TRENCH '1FF DEPTH PROVIDE A MINIMI NY 24 OF EARTH COVERAGE FOR ALL PRESSURE MAINUNE PIPE 3 AND LARGER PROVIDE A MINIMUM IX OF EARTH COVERAGE FOR ALL PRESSURE MAINLINE PIPE UP TO AND INCLUDING 21/2. PROVIDE AMINIMUM OF 12 OF EARTH COVERAGE FOR ALL NON PRESSURE LATERAL LINES STE MA NI ALL LUMBER RUBBISH AND LARGE ROCKS SHALL BE REMOVED FROM THE TRENCHES PIPE SHALL HAVE A FIRM UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH HUFF LINE TO PREVENT UNEVEN SETTLEMENT PAD SHE TRENCHES VISA DIRT OR SAND 4 IN DEPTH IF THE SOIL IS ,EXTREMELY ROCKY TREE LOCATIONS TREE LOCATIONS TAKE PRIORITY OVER IRRIGATOR PIPING STAKE TREE LOCATONS PRIOR TO TRENCHING PIPE EXPANSION PLASTIC PIPE WILL EXPAND APPROXIMATELY SIB Y") PER THOUSAND F' 11503'( BETWEEN DAY AND NIGHT TEMPERATURES IN HOT CLIMATE THEREFORE PIPE SHALL EU SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION PIPE MA NTRS,ANI,E ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THE NSiDE OF THE PIP' BEFORE IT IS LOWERED INTO POSITION IN THE TRENCH AND IT SHALL BE KEPT "'LEAN BY APPROVED MEANS DURING AND AFTER LAYING OF THE PIPE SJ.LSLLSAS IRRIGAIION LINES THAT ARE UNDER STREETS AND PAVING OVER SEVEN (7) FEET WIDE SHALL BE INSTALLED BY THE OWNER. SLEEVES UNDER PAVING AND STREETS SHALL BE SCHEDULE 40 AND TWO TIMES SHE DIAMETER OF THE PIPE AND/OR ADEQUATE FOR INSTALLATION OF WEE SLEEVING SHALL BE COORDINATED WITH IRRIGATION CONTRACTOR PRIOR TO BEGINNING OF WORK JOINTS JOINTS ON RISERS SHALL BE AS SHOWN ON DETAILS THREADED CONNECTIONS ON PLASTIC TO STEEL CONNECTIONS THE CONTRACTOR SHALL WORK THE STEEL CONNECTIONS FIRST NON-HARDENING PPE PEPY,YATEX 42 TEFLON TAPE SHALL BE USED ON ALL THREADED PLASTIC TO STEEL AND PLASTIC '0 PLAS'TC JOINTS WITH EIGHT WRENCH PRESSURE IS ALL SORE USED 501 VFNT C, NNECTC NS FOR 'L , P'PF CONTRACTOR SHALE USE DIVERT PRIMER AND 50 VENT CEMENT RECOMMENDED HI THE MANUFACTURER AND CONFORMING SO ASTM 0 25E4 'GE UVR P V C SOLVENT CEMENT SHALL BE BROWNEINE BOND SITE CEMENT CONFORMING TO THE REQUREMENTS OF AUSM O'25E4( APPLY WITH AN APPROVED PRIMER PRIOR SO APPLICATION OF CEMENT ALL PIPE AND FI TTINGS SHELL RE THOROUGHLY CLEANED OF DIRT DUST AND MOISTURE BEFORE APPLYING SOLVENT THE CONTRACTOR WILL MAKE SOLVENT WELL JOINTS WITH NUN SYNTHETIC BRISTLE BRUSH IN THE FOLLOWING SEQUENCE A APPLY A LIBERAL EVEN COAT OF SOLVENT TO THE INSIDE OF SHE FITTING B THEN APPLY A LIBERAL EVEN COAT OF SOLVENT SO THE OUTSIDE OF THE PIPE MAKING SURE THAT THE COATED AREA IS EQUAL TO SHE DEPTH OF SHE FITTING SOCKET C INSERT SHE PIPE QUICKLY INTO THE FITS NO AND TURN THE FIFE APPROXIMATELY I/AT RN TO DISTRIBUTE THE SOLVENT AND REMOVE AIR BOBBLES HOLD THE JON' FOR APPROXIMATELY 15 SECONDS SO THEE STING DOES NOT PUSH OFF THE PIPE 0 USE A CLEAN RAG AND WIPE OFF ALL EXCESS SOLVENT SO PREVENT WEAKENING THE JOINT BE SURE THAT IN GOING TO THE NEXT JOINS THAT SHE PIPE IS NOT'W STEG DISTURBING THE LAST COMPLETED LCII'ZS F ALLOW AT LEAST IS MINUTES SETUP TIME FOR EACH PRESSURE LINE TESTING ALL TESTS ON PRESSURE LINES SHALL BE COMPLETE PRIOR TO BACKFILL,NG. HOWEVER SUFFICIENT BACKFILL MATERIAL MAYBE PLACED 114 TRENCHES BETWEEN FITTINGS TO ENSI RE SHE STAHL TX OF THE LINE AS IS IS PRESSURIZED IN Al CASES FITTINGS AND COUPLINGS MUSTER OPEN TO VISUAL INSPECTION FOR THE FULL PERIOD OF SHE TEST NO TESTING SHALL RE DONE UNTIL SHE LASS SOLVENT WELDED JOINT HAS HAD TWELVE (12) HOURS SOLES AND CURE PRESSURE LINES SHALL BE TESTED UNDER 150P S WORKING PRESSURE ASR U PERIOD GE FOUR (4) HOURS AND PROVEN 'IOHT. IF LEALS "C'UR THE ,OINT OR JOINTS SHALL BE REPLACED AND THE TESTS YEP'A'ED YACKEIU, NO OF TRENCHES BECAUSE OF SHE EXPANSION AND CONTRACTI ON GE PLASTIC PIPE, BACKP LL NO SHALL EL DONE IN THE COOL PARS OF SHE DAY ESPECIALLY IN HOT CLIMATES TRENCHES SHALL EU UACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACK FILING,FREE FROM LARGE CLODS OF EARTH OR STONES BA"EFILL SHALL BE MHCHANCAL,Y CONIPU'TED N THE LANDSCAPED AREAS TO A DRY DENSITY EQUAL TO ADJAC E NT UNDISTURBED SOIL IN PL ANTING AREAS BACKFILL WILL CONFORM SO ADJACENT GRADES WITHOUT DIPS. SUNKEN AREAS HUMPS OR OTHER SURFACE IRREGULARITIES TRENCHING AND BACKFIL IN,, UNDER PAVING TRENCHES LOCATED UNDER WHERE PAVING CONCRETE OR ASPHALT ALL BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCE WITH RECOMMENDATION OF STRUCTURAL SOILS REPORT PLASTIC PIPE GUARANTEE SPECIFICATIONS AND LITERATURE SHALL BE SUBMITTED FOR APR OVAL PRIOR TO YUYMISS,ON OF BID SUBMISSION OF SAMPLES MAY ALSO RE REQU RED PLASTIC PIPE MANUFACTURERS GUARANTEE SHALL LOVER WORKMANSHIP OF MATERIALS FOR ALL PLASTIC PIPE FITTINGS DEFECTS ALL DEFECTS IN LNSTALLATION OF PLASTIC 'APE SHALE RE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO SHE SATISFACTION OF THE OWNER. 2 MACA' ON LOU PVTENT N TX ,EEIORSINEIPU5ENT ALL RRIG,E' N __Q -P'. SPECIFICATION AND RECOMMENDED MANUFACTURER AND CONFORM TO ALL APV LOVE F OOV,RN NO CODES AN, ORDINANCES LOCAL COUNTY U STATE) TURF _I RRIGATION HEADS SERF IRRIGATION HEADS N OPEN AREAS SHALL HE N 1,, AT LEAST 2' AROUE FIN SHED GRACE Al THE TIME OF NSTALLATION WITHIN 'lEE '1' OF NOSIFICAITON BY THE OWNERS REPRESENTATIVE CONTRACTOR SHALL MAKE WHATEVER ADJUSTMENTS OF PIPE FITTINGS, VALVES GE SPRINKLER READS NECE ' - SORE NO THE SYSTEM SO SHE PROPER LEVEL OF THE PERMANENT GRADE SURF IRRIGATION HEADS ALONG WALES AND DRIVEWAYS WHERE SHE FINISHED GRADE EVFL IS SUTARL SHED SHALL HE SE' 11 USA U' THE TI ME OF INCAE,,ETiON IN NO C A IL SHALL SHE SPEC NO UP 'EADS EXCEED 'YB MAPIY,IUM RECOM'UENDEC BY SHE MANUFACTURER SHRUB REIGATION HEADS HEADS N GROUND COVER AND SHRUB PLANTING A, 5' SHALL BE INSTALLED ON NIPPLES HIGH ENOUGH TO BE ABOVE SHE SURROUNDING PLANTING AS DIRECTED OR AS INDICATED ON THE PLANS WHERE HI GH SHRUBS UP PLANT ED LONGER RISERS SHALL BE INSTALLED AS DIRECTED 80 THE LANDSCAPE ARTCHITECS SHRUB HEADS ADJACENT TO WALKWAYS OR PARKING SHA,L BE I NSTALLED ON AN APPROVED VI POP HEAD PER PLAN RISERS SHALL BE L'CA'' SPECIFIED PER PLANS ADJACENT -O WALES AND BUILDINGS ONLY IN NO 1, - THE SPACING OF HEADS EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER PRESSURE COMPENSATING SCR,EYiS.. CONTRACTOR SHALL INSTALL PRESS -- COMPENSATING SCREENS IN IRRIGATION HEADS AS NECESSARY TOURS ,F'' I COVERAGE AND MINIMUM OVERTHROW OF AREA CONTROL VALVES AL CONTROL VALVES ONLINE SHALL BE INSTALLED A, 'ES S EL ON DETAILS AND BE THE TYPE SPECIFI ED IN THE LEGEND OCATE CONTR - -- SHRUB PLANTING AREAS WHEREVER POSSIBLE AA,U,J,T.05 DEVICES OC/YTE BACRELO'A DEE C,.' ATMOSPHERIC, AC BREAKERS AND ANSI SIPHON VALVES IN SHRUB AREAS ONLY DEFECTS ALL DEFECTS IN INSTALLATION LA IRRIGATION EQUIPMENT I'M I 3rE CORUECOD THROUGH SHE GUARANTEE PERIOD SPECIFIED HEREIN AS SHE CONTRACTOR S EXPENSE TO THE SATISFACTION OF SHE OWNER 3. RECORD AND AS BUILT DRAWINGS I TEMIZED LIST CONTRACTOR SHALL SUBMIT SO SHE LANDSCAPE ARCHITECT Al', I TEMIZED LIST OF EQUIPMENT FOR APPROVAL PROP SO ORDER OF EQUIPMENT 4 5,.3SEiL,3,, THE CONSRAC'OR SHALL PROVIDE END KEEP UP TO DATE COMP LA AS RIIIL' DRAWINGS INDICATING LOCATIONS SIZES AN[) KINGS OF EQUIPMENT I NSTALLED PRINTS FOR THIS PURPOSE MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT Al CO THIS SET OF DRAWINGS SHALL RE KEPT ON THE SI TE AND SHALL'F USED ONLY AS A RECORD SET CONTRACTOR SHALL FURNISH 'AS-BUILT" DRAWINC OWNER UPON COMPLETION OF PROJECT EXCEPT FOR PRIVATE HOMEOWNER FRONHARD AND SLOPE PROJECTS AS-BUILT FORMAT BEFORE THE DATE OR FINAL OBSERVATION SHE CONTRACTOR TRANSFER ALL IRRIGATION INFORMATION SO A BOND PRINT OF SHE APPROVED PlAY, ALL WORK SHALL BE NEAT INEED INKXUS SUBJECT SO APPROVAL OF THE OWN" II' CONTRACTOR SHALE DIMENSION FROM 'WO PERMANENT PCNTS OF RFFFREN BUILD NO CORNERS SIDEWALKS ,OHS POLES ET" "0 ',L'N'" 'HE -", . I' TEMS A. CONNEC TON TO EXISTING WATER LINE B CONNECTION TO EXISTING ELECTP' V AL" C GATE VALVES RACKFEOW PRO NITS AND CONTROLLERS O HOUSING OF IRRIGATION 'E ' 11 ID MENTOR MAX ISO FEPT PRIG ATION CGNTRCL LV F ROESINO OF CONTROL WIRE O QUICK COUPLING VALVES H OTHER RELATED EQUIPMETV A, ,R'L XV OWNER MANUFACTURE AND MODEL NLI,SEEFS ,,' vU PS'EF,T , YE .AC'' PREVENTION DEVICE HUE VALVES SENSORS CONTROL ERS AND HEAD' NOTED ON SHE AS-ROILTS OREEUEED ON THE DATE OF FINAL APPROVAL THE CONTRACTOR SHALL DELIVER I 'P SRI OF REDLINE BOND COPY OF AS BUSTS PLANS TO SHE OWNER DEL VERY OF AS B 'ILTS WILL NOT RELIEVE THE CONTRACTOR OF SHE RESPONS EL"' OF FURN IF, INFORMATION THAT MAY BE OMITTED FROM PRINTS SSXLAR AS BhILTS MAYBE REQUESTED BY SHE OWNER AS AN ALTERNATIVE B S CONTROLLER CHARTS CONTROLLER CHARTS SHALL BE PREPARED BY THE CONTRA I P AFTER APPROVAL OF SHE 'AS-BUILT SHE CHART SHALL SHOW BY COLOR CODING HF AREA CONTROLLED BY EACH AUTOMATIC IRRIGATI ON CONTROLLER CONTROLLER CHARTS IDE PRIVATE HOMEOWNER FRONTYARO AND SLOPES ARE REQUIRED CONTRACTOR SHALE FILL IN STATION #5K LOCATIONS ON MANUF CHART CONTROLLER CHART FORMAT THE CONTOLLER CHART SHALL EU A XEROX REDUCTION OF SHE AS BOLT SC THE MAXIMUM SIZE THE CONTROLLER DOOR WR I ALLOW (CONTROLLER SEQUENCE NUMBERS MUST HE LARGE ENCUGA TO BE LEG' AT SHE REDUCED' RYPATI UPON -COMPLETION THE CHART '"'S ,E ',F' 'E' A SEALED BUTWEEN TWO PIECES OF PLASTIC CHAR" SHALL BE 2 I' CE P ND APPROVED PRIOR SC THE FI NAL IRRIGATION FEED ORSERVAT N 4. EQUIPMENT TO BE FURNISHED MA N'ENANCE TOOLS SUP'LY 'HL EPPROF RATE MA,NSENA - 1O,LOAING TOOLS A TWO SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING OISASSEMHI lUG AND ADJUSTING EACH TYPE OF IRRIGATION HEAD AND VALVE SUPPLED B. TWO 1 21 KEYS FOR EACH AUTOMATI C CONTROLLER C ONE ,I( QUICK COUPLER KEY AND MA'CH NO HOSE EN LEE 'OR -1 BIT 'S , F COUPLING VALVE INSTALLED AS APPLICABLE D. THE ABOVE LISTED EQUIPMENT SHELL RE TURNED OVER TO THE OWNER AT THE CONCLUSION OF WORKERS BEFORE FINAL OBSERVATION CAN OCCUR I Up,U lvcl IHIlA U II ILIJI OIIII,UI 'l IA b CVSN'Dv,,X I LIIIvI OIl IlIL 'II I a,,IIIIlY U,,,, 11,1,11 USBR 1011,1 II I LtY. lII,YIII, -11,-d FSTRC l 0 SB RI SOp Jjii EVlRD'ILt43385 David flEAULT ASSOCIATES 'no, 951 296 3430 'V, 5 II C, 'lOT'S COOT (/3 z —J a- uJ a- U (/3 N— uJ LU a- B'- (/3 a-U UJ a_ V) date: OCT 24 ,2016 dI-OVY WL/ESP checked OS", sca(e. L2.5 - - of 15 sheets APPENDIX A LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST Project Site: FLORESTA Tract or Puree! Number 36762 Project Ansnssoes Porno! Number (APN): Project Location: LA QUINTA Landscape Arvhitect/Itrigution Designer/Contractor and Name and Contact Ixfortnation: DAVID NEAULT AND ASSOCIATES, 41877 Enterprise Cir NO 140, lrmruvolo, CA 92590 Included in this Laodscopr Documentation Package aenI (Chock to indicate completion) "I1. Water Efficient Landscape Worksheet (Appendix B) WATER BUDGET CALCULATIONS (Aeonndix Dl 1 2. Maximum Applied Water Allowance (MAWA): Conventional Landscape: 1,123 180 cubic feet/year * Recreational Turf grunt Landscape: 0 100 cubic feet/year (if applicable) Ma,xtmum Applied Water Allowance: 1,123 tOO cubic fret/year '1 . Estimated Total Water Use by Hydnozone: Turf grass Hydrozoune: ç ISO cubic feet/year Recreational Turf grass Hydrozcuns: 0 100 cubic feet/year Low Plant Hydrozcnes. 0 100 cubic fees/year Medium Plant Hvdao zones: jlog 100 cubic feetlyrae High Plant Hydrozoum: n_ 100 cubic feet/year Water Features: J 100 cubic feet/year Other : 100 cubic feet/year Estimated Total Water Use: 1,109 tOO cubic feet/year 4, ETWU <MAWA PLAN SETS Landscape Design Plan Irrigation Design Plan Grading Design Plan yfl 8. Soil Manugewont Report I agree to comply with the requirements of the wa/cr efficient landscape ordinance and submit a complete Landscape Documentation Package. Date: 9/9/16 Applicant. Meter A 36040 square feet u/ moderate" water using plantings on drip Irrigation with 9055 slot drcamposird granite See Apprsdia C f or formula factors. ETU, is totaled for season. Turf grass plant factors are the average forthe season and tree/shrvb/groundtover 0/ant factors are considered constant annually. Plant factors Shrubs i.E Moderate Shrubs and Ground Cover: Annual = 6682n 5 230580 62/ 740/ 9 Moderate ETWU = 709 CCF ircoorpnsied granite Annual = 66,82 x.00 90110.62/ 740/ Moderate ETWU = 0 CCF Mode rat Total ETWU 709 36045 square feet of "moderate" wine r using plantings on drip irrigation with 9011 sf01 decowposied granite See Appendin C for formula factors. EDo is totaled fur season. Turf grass plant factors are the average forth the teason and tree/shrub/groundcouer plant factors are considered constant ann cal ly, Plant Factors Shrubs 0.2 Moderate Shrubs and Ground Cover: Annual = 66,82 t .2 n 129870 .62 / 748/,9 Moderate ETWU = 160 CCF using the following formula: MA WA ((ETa) s)0.45) u (LA) sf062111740) MA WA = Maaiwunr Applied Water Allowantr (CCF or hundred cubic feet) ETc = Reference Evapotranspiration (inches per year) 045 ET adiusfmrnt factor LA Landscaped Area( square feet) 062 Conversion factor (to gallons per square foot) 748 =Cunoersicn Factor)tn hundred cubic feet) Landscaped area of 45,056square feet in the streetnuape lorIs. 36762 0 MOWO 61,111 (ET,) n(045)c (LA) 0(0.621/1748) 66 02),4S) (45,056) (0,62)1/ (748) MAWA ALLOWED 1123 CCC K'.'r,r, rc'rbefow. :r',v::rinr,rI ,,i:,'fli: cc/:snr''hnrrhrr,'aus'nnnllno' Irdpne. pevatueR'nsi,aenoa ROOf Na Koatrali., Ce, nate, I Plant Treat,)' Clreea Na, leopta "Tx0ix' , % netausasana : Ma&ad" (sq. ELI A- A 2,3,6.7.10,12 ' MW D 26,034 73% A 4d,II,I3 MW L_L000 A 0,53 LW D nt/I 24% F _____ ........----- - ...........- 36,045 TWA 'elan roe 'Irr*ailan MetAnd Cat' Cud Na.aeeTvrf MS = M'craupe,y rpsTWansea,oirTcrf SSpiay ltW. High ttaiarUnPlacra 6=00w MW Mndee,O Water Use PintO B eubbt LW' 1,0,0 Woo :ler P/one 0 t)He 0-00- IRRIGATION WATER PRESSURE CALCULATIONS I bC RCV VA/SE 18 SIZE SIZE STJ IRCV TOTAL DEMAND 733 PRESSURE ZONE I RCV ELEVATION POC E/EB. . POC ELEV. 01EV. DIFFERENCE , Co/V. DIFFERENCE TOM NUMBER SIZE QTOIUNIT DESCRIPTION PSI LOSS C SERVICE u/it 039 2 : . 0 WATER METER ,60 3 ,I o acCEFLoW 1200. 4 7 I GATE/BALL VALVE : Sc 6 2' 600 MAINLINE SCM D : 6 7 : IR.CV I/O 0 LATERAL LINE LOSS 1.82 O . 09'710 Lost 270 TO . UL:EL 0,/i :PC00PEADl 520 It UIELE, 0:/F POCROV1 I I5, 2 TOTAL SYSTEM PRESSURE Loss 25 :0 TO PRESSURE REQUIRED AT HEAP DODD 14 TOTAL PRBS5UeE REQUIRED 55 :6 Iv STATIC WATER PRESSURE 0/00 7 RESIDUAL PRESSURE /4 1 5 SET Pen OR MCV AT /5 18 PRESSURE ADDED FROM BOOSTER PUMP IPRIaATI()N CTflNTPflI RIlEd TIMFS PLANTING Sprinkler Type AKc ) Pr. Rote tO nun time (SrI Gte Saber RnF Time Total (SrI 7o/p 0.9 174 00 0.5 15/ 0./c L.Ln 0 I 048 0.30 nubb:ocr 0.9 3 I 09 0.20 4 055 0.70 I 0 2 10 TOTALS: 13 1.08 lRRlaATIOPtI CTONTRC)I RUN TIMF CONTROLLER A Ero- 7.0 DncnPncliuuk 6 ESTABLISHED PLANTED Spulekler Type ARc ' Pr. Cute I It Run 01mm lbtrl Qty Valne, Ran Tlnne fofu,)J5( IcY RoTc Dry ' 0.9 09 I/a OR 0.9 0,13 025 C 0 0 LXI 070 Trees 005b:mr, 09 1 0.9 0 '3 J 252 0brc5:O Corer 0 7 / C. EXECUTION 1 INSPECTIONS A PRIOR TO START Of WORK IN THIS SECTION VERIFY THAT ALL WORK IS COMPLETE TO THE P0/NT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE 6. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS THE ORIGINAL DESIGN, THE REFERENCED STANDARDS AND THE MANUFACTURER'S RECOMMENDATIONS 2. DISCREPANCIES IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. DC NOT PROCEED WITH INSTALLATION UNTIL ALL DISCREPENCIES HAVE BEN RESOLvED. A BEFORE STARTING WORK, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED. KEEPING WITHIN THE SPECIFIED MATERIAL DEPTHS WITH RESPECT TO FINISH GRADE B. BEFORE WORE ON THIS SECTION WILL BE ALLOWED TO BEGIN OVAL GRADES SHALL RE ACCEPTED BY THE PUBLIC WORKS INSPECTOR AND LANDSCAPE ARCHITECT. 4. FIELD MEASUREMENTS. A MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT Of ITEMS IN ACCORDANCE WITH THE ORIGINAL DESIGN CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH ALL OTHER WORK. B. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. S EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES, WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. DIAGRAMMATIC INTENT THE DRAWINGS ARE DIAGRAMMATIC PROVIDE OFFSETS IN PIPING AND CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM WITH STRUCTURES AND TO AVOID DESTRUCTIONS OR CONFLICTS WITH OTHER WORK AT NO ADDITIONAL EXPENSE TO OWNER. 7 LAYOUT: 'N' PRIOR TO INSTALLATION THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION Of SPRINKLER HEADS, VALVES, BACKPLOW PREVENTER AND AUTOMATIC CONTROLLER ALL PIPING SHOWN ON DRAWINGS IN PAVED AREAS BUT ADJACENT TO PLANTERS SHALL BE INSTALLED WITHING THE PLANTER. U. WATER SUPPLY. CONNECTIONS TO, OR THE INSTALLATION OF, THE WATER SUPPLY SHAL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS MINOR CHANGES CAUSED BY ACTUAL STE CONDITIONS SHALL REMADE AT NO ADDITIONAL EXPENSE TO OWNER 9 ELECTRICAL SERVICE: A CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BEAT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER CONTRACTOR SHALL MAKE ELECTRICAL CONNECTIONS TO THE IRRIGATION CONTROLLER ELECTRICAL POWER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS, IX TRENCHING EXCAVATIONS SHALL 00 STRAIGHT WITH VERTICAL SIDES. EVEN GRADE AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS TO THE DEPTHS BELOW FINISHED GRADE AND AS NOTED WHERE ONES OCCUR UNDER PAVED AREA THESE DIMENSIONS SHALL BE CONSIDERED BELOW 55 BGR AGE PROVIDE MINIMUM COVER Of 18 INCHES ON PRESSURE SUPPLY LINES 2 INCHES AND SMALLER. C PROVIDE MINIMUM COVER OF lB INCHES FOR CONTROL WIRES D. PROVIDE MINIMUM COVER 0136 INCHES ON PRESSURE SUPPLY LINES UNDER VEHICULAR TRAVEL WAYS. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON-PRESSURE LINES F PIPES INSTALLED IN COMMON TRENCH SHALL HAVE A 4-INCH MINIMUM SPACE BETWEEN PIPE II. BACKFILUNG A BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS. JTTEE, AND ROCKS OVER 1/2 INCH IN DIAMETER U EACEFILL SHALL BE TAMPED IN 44NCH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SITES FOR THE FULL WIDTH Of THE TRENCH AND THE FULL LENGTH Of THE PIPE. BACKFILL r,IrLTERlALS SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION FREE OF VOIDS BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES C I IOODINO TRENCHES IN LIEU OF TAMPING IS NOT ALLOWED C UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS RE USED TO COMPACT BACKFILL E. PROVIDE SAND BACKFILL A MINIMUM Of 4 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. 12 PIPING A. PIPING UNDER EYlSTtNL, PAVEMENT MA , NOT BE INSTALLED BY LACKING, BORING OR HYDRAULIC DRIVING UNLESS WRITTEN APPROVAL BY OWNER IS RECEIVED NO HYDRAULIC DRIVING IS PERMITTED UNDER ASPHALT PAVEMENT CUTTING GE BREAKING OF EXISTING PAVEMENT IS NOT PERMITTED. C CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING DIET. SCALE, BURRS AND REAMING INSTALL PIPE WITH ALL MARKINGS XP FOR VISUAL INSPECTION AND VERIFICATION, 0. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS u LINES SHALL HAVE A MINIMUM CLEARANCE OF 4 INCHES FROM EACH OTHER AND :2 NC-/ES FROM LINES Of OTHER TRADES F I'ARALLE1. LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTHER. O 'N SOLVENT WELDING, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE AL. uOINTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS 'r'iCUDING WIPING ALL EXCESS SOLVENT FROM EACH WELD. ALLOW SOLVENT WELDS AT LEATT 15 MINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 HOURS CURING TIME BEFORE FILLING H PVC PIPE SHALL BE INSTALLED IN A MANNER, WHICH WILL PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER CENTERLOAD ALL PLASTIC PIPE PRIOR TO PRESSURE TESTING. ALL THREADED PLASTIC.TO'FLASTIC CONNECTIONS SHALL BE ASSEMBLED USING TEFLON TAPE OR TEFLON PASTE. K FOR PLASTIC-TO-METAL CONNECTIONS, WORK THE METAL CONNECTIONS FIRST. USE A .:.'.TflT'JIrJ'P r 1 TCLUN OI' sHTTEDETIIuTTIC.C.I,iPTVi TCOc:NTCTIONT C'CP°T S I [S ARCHTECI OR OWNERS AUTHOHiZET EEPRESLUTATIUE EEFOEL :NSTULv ATiON FHL EO '.. SERVICE SHALL BE COORDINATED WITH THIS LOCATION THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL H" TO THE IRRIGATION CONTROLLER THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS MINIMAL USE OF THE DESIGN AREA. 10 CONTROL WIRING A LOW VOLTAGE CONTROL WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL El INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINES WHENEVER POSSIEI.E H WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH THE WIRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF Ii FEET. BUNDLE SHALL BE SECURED TO THE MAINLINE WITH TAPE AT INTERVALS 0120 FEET C. ALL CONNECTIONS SHALL BE OF AN APPROVED PRE-FILLED GEL TYPE AND SHALL OCCUR IN A VALVE BOX PROVIDE AN 18-INCH SERVICE LOOP AT EACH CONNECTION AN EXPANSION LOOP OF ID INCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND/OR DIRECTIONAL CHANGE AND ONE Of 24 INCHES SHALL RE PROVIDED AT EACH REMOTE CONTROL VALVE O A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VALVE UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL IS VALVES A. AUTOMATIC CONTROL VALVES. QUICK COUPLER, AND BALL VALVES ORE TO BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THE DRAWINGS B VALVE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE C. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAWINGS O VALVES TO BE INSTALLED IN VALVE BOXES SHALL REINSTALLED ONE VALVE 0 EE BOX IS. VALVE BOXES A. VALVE BOXES SHALL RE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE S. EACH VALVE ROY SHALL BE INSTALLED ON A FOUNDATION OF 3/4-INCH GRAVEL UACI F- 3 CUBIC FEET MINIMUM VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPS '/2 INCH ABOVE THE SURFACE OF SURROUNDING FINISH GRADE IN LAWN AREAS AND 2 INCHES ABOVE IIN'SH GRADE IN GROUND COVER AREAS. IT. IRRIGATION HEADS A EMITTERS SHALL REINSTALLED AS INDICATED ON THE DRAWINGS 0. SPACING Of EMITTERS SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAWINGS C RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RUBE OPENING IN THE SPRINKLER Y. IU. MISCELLANEOUS EQUIPMENT INSTALL ALL ASSEMBLIES SPECIFIED HERON ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS OR SPECIFICATIONS, USING BEST STANDARD PRACTICES INSTALL DEVICES SUCH AS RAIN SENSORS. MASTER VALVES BASKET STRAINERS AND FLOW SENSORS AS INDICATED ON THE DRAWINGS AND AS RECOMMENDED BY THE MANUFACTURER bY. FLUSHING THE St/STEM A PRIOR TO INSTALLATION OF IRRIGATION HEADS, THE VALVES SHALL REOPENED AND A FLU', HEAD OF WATER USED TO FLUSH OUT THE LINES AND RISERS B IRRIGATION HEADS SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPuPE 20. ADJUSTING THE SYSTEM CONTRACTOR SHALL ADJUST VALVES. ALIGN HEADS, AND CHECK THE COVERAGE (:i EACH SYSTEM PRIOR TO COVERAGE TEST IF ITS DETERMINED UI THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE CHANGES WILL RE RECUIRPI ' = PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR ADJUSTMENTS SHALL BE Y,OLIL PRIOR TO ANY PLANTING AND AT NO ADDITIONAL CHARGE TO THE OWNER, THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OFERATIC",C COMMENCE AUTOMATIC CONTROL VALVES ARE TO BE ADJUSTED SD THAT THE IRRIGATION H/AOl AND GRIP TUBING OPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTURER 21. TESTING AND OBSERVATION A DO NOT ALLOW OR CAUSE ANY OF THE WORE Of THIS SECTION TONE COVER/C 5/ ENCLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCV YE ARCHITECT. OWNER AND GOVERNING AGENCIES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LAND/COPE ARCHITECT, OWNER AND GOVERNING AGENCIES A MINIMUM Dray VOYOF ir, AT, 00SF WHERE AND WHEN THE WORK IS READY FOR TESTING WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM U COVERAGE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE WATER COVEHAOc FOR THE PLANTED AREAS IS COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LA/IDOL, ALL ARCHITECT 0. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM A,L WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS PROM THE PLANT OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE. WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT THIS TEST SHALL RE ACCEPTED ES THE LANDSCAPE ARCHITECT AND ACCOMPLISHED BEFORE STARTING ANY PLANTING E. FINAL PLANTING INSPECTION WILL NOT COMMENCE WITHOUT RECORD DRAWINGS AS PREPARED OF THE IRRIGATION CONTRACTOR. 22. MAINTENANCE DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADLUC AND MAINTAIN THE IRRIGATOR SYSTEM IN A FULLY OPERATIONAL CONDITION FROVIOINC' COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTINGS 23. COMPLETION CLEANING CLEAN UP SHALL BE MADE AS EACH PORTION OF THE PROGRESSES. REFUSE DEOCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL WALES AND PAVING SHALL BE RROOMED AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TIC ORIG'NAu CONDITION/ END OF SECTION . Yi000 pIano tnir two rouieiird E, rlirsnucrnlbo NOIIe u/arc. Poiriri d Ad cop II ( \ / /0 srprood c/IRis vbvrr nc Er Ca'lA'D offUoco oni ruiObuiriu aEpruiul 10 coatS inc di,t00 cr4 csac no/Ic-tour Trvoa. vla,u. naIls aid :an0rr aniororus u/or. Sot rIO, Sill Sc lIar/ode irsullu'U a E'vsso oiU cSEncasoncirt, or RrUBr'ol:SB'a rsIthcul Brsr oErainiuEar u:iuroacbaircerccrnir horn IN/liD - cvwspiaiv..L4386 David flEAULT ASSOCIATES Inc. 951 296 3430 LNWOV Onau000Ia)es corn laO z -J UJ 3- U U) UJ UJ H- U) U) z z <U uJ a- C,) A date: Oct 5 drawn: WL/E1' checked: DSN scole: [2. cj (\,J Co IF Lu CD DO Ci') LU uj U 'J Cl) U.J ' Wo I— p- Lu _J r-4 c < LLL LIJ LI)Co CD cr date' 24 b. d'o#A drawn W r / I S8RA!! checked c ,, scale' I L3.1 of 15 sheets / \ / VINfS SHOWN ON INSIDE O , WALL FOR CLARITY LE LE LE v yCB CB CBCBC GATIO A 1L WORK CURB SIDEWALK F 0 W. IB DIP WATER CVWD DWG R2'63 PVC SEWER PER C—DOWC 441537 ACP SEWER #33970 B$BB,,2HD1LI - -- ASSOCIATES Inc 951 2963430 RRGA ONLWE#I65I6 CID o LLJ UJ Z Lu CL DIP WATER C"D DWG #27631 0 AVENUE 52 F— CB 0 HRD CB C3QR cB BB 140 '11~ '1~1' '/'~)' ., . " 'k Lu uj I CURB SIDEWALK LU ROW. z —j . I. AVENUE 52 / Eq 15 1 K. vhat's below. Call 811beforeyoa dig NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USER EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS. INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE LANDSCAPING CURB GUTTER, S DEWALKS PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED P/OH N CVWD AND/OR USSR EASEMENTS NIB' DIP WATER CVWY FOR PLANTING LEGEND SEE SHEET L3.2 20 40 80 rb Scale: 1 - 20' N 0 R T F- C 20 40 YC' Scale , l"= 20 H C) 14 T H 00000d000L'O:OKEOI,YOHOOUOOO'YOOOUX LW Sa00000 IDOl II [.404 '$ATE4ç A Ill.' 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LE CL - /v 396 5 F 12 DIP WAGWD DWGE C - E CVWD DWG 4 41541 /18 IX WATER CVWD DWG #27632 Ru H --- MATCH LINE 'A - SEE SHEET L3.1 MATCH LINE -SEE ABOVE LEFT IS o hat beiow, Call811bef ore you dig PLANT LEGEND CERCIDIUMFLORIDUM BLUE PALO VERDE 14 EOX SVL LOW IU.21 MULTI, 10 HIT ,XE HEAD -2CALIPER 004 ELIROPEA WILSONIF FRUITLESS OLIVE 60 ROT LOW 1021 MULTI I4' HT, V I I' HEAD - MIN, 4 CALIPER EACH TRUNK David flEAULT PHOENIX DACTXUFERA DATE PALM 20 B.T.H. MOD 1551 ALL SHALL MATCH, MUST BE PURCHASED IN ASSOCIATES Inc. O COACHELLA VALLEY: SEE NOTE XV PROSOPIS CHILENSIS THORNLESS CHILEAN MESQUITE 26 BOX CA 1521 S'ASDARD I TT ,Y 4' HEAD 2'CAUSER 951 296 3430 www 000SSSXjOTOS,00I'T' GLADES AGAVE AMERICANA 'MEDIO-PICTA' VARIEGATED CENTURY SLANT IS GALLON LOU iL',21 FELL HEALTHY GOOD COLOR 24 ITT 24" WD 2 LI) AGAVE AMERICANA 'MEDIO-PICTA" VARIEGATED CENTURY PLANT 5 GALLON LOW 1021 FULL HEALTHY GOOD COLOR IA HT X 18 WD C' Z BOUGAINVILLEA BRASIUENSIS BOUGAINVILLEA IS GALLON MOD 10.31 FULL, HEALTHY, GOOD COLOR. 24 NT H 24' WO BUDDLEIA MARRURIFOLIA DESERT BUTTERFLY BUSH 5 GALLON LOW 0.21 FULL HEALTHY GOOD COLOR, 8" HT H 18" WO Lu CL C CAETALPINIA PULCHERRIMA RED BIRD GE PARADISE S GALLON LOW 1021 FULL, HEALTHY, GOOD COLOR, IA' NT X IA' WO 12 CALLISTEMON 'LITTLE JOHN' DWARF CALLISTEMON S GALLON MOD 10.51 FUSE, HEALTHY. GOOD COLOR, OP HI 8 18' WD . ' CALLIANORA CALIFORNICA BAJA FAIRY DUSTER 5 GALLON DVI 1021 PULL, HEALTHY, GOOD COLOR, 16 HT 18 WD LI (J I D F CORD BOISSIERI TEXAS OLIVE S GALLON LOW 1021 FULL, HEALTHY GOOD COLOR, 18' NT H 18" WD C' CGRDIA BOISSIERI TEXAS OLIVE 15 GALLON LOW 10.21 FULL, HEALTHY, GOOD COLOR, 24' NT H 24 WO 2: DALEA F. 'SIERRA NEGRA" DALEA S GALLOH LOW 10,21 FULL, HEALTHS GOOD COLOR OP HT U IA WO BOUQUIERIA SPLENDENS OCOTILLO IS GALLON LOW 0,2) 6 CANES, 45' HT A 17' WD - SEE NOTE #5 (/3 HESPERALOE PARVIFLORA RED YUCCA 5 GALLON LOW 15,21 PULL, HEALTHY, GOOD COLOR, IA' 8TH IA' WD IC LE LEUCGPHYLLUM "GREEN CLOUD' TEXAS RANGER 5 GALLON LOW 10.21 FULL, HEALTHS, GOOD COLOR IX' HI H LU WD C y 4A1'TENUS PHYLLANTHOIDES MANGLE OLILCE S GALLON LOW (02) FULL HEALTHY, GOOD COLOR, I HI B FE' WO 1' MJYLENRERGIV REGAL MIS" PINK MUFFLE 5 GALLON MOD 1C 5) FULL HEALTHY GOOD COLOR 18 HT Y IA AD R.*ILIA PFN:I1SU;,AXE DESERI RUELLIS. 5. C,ACON 01 I:.':-.21 I'.ILL HOOTED :',';OCLCOLOE l8 HI V IX' ALL' Cc' VINES YfOKf E'LS:'DU,S.c'E,,EUAICLLD FC:JIUU,DLLc,E.D LGA,UCN ,UC'.L cL U c UI 0FALci.LLC,L',2.Cc.LOAUDI.U,LV1C'U,SVi U'S -Vo-1Lf- BOUGAINVILLEA 'ft JOLLA SCUO*H\'ESL,EA C GALCN COIL :2' 5. H,L HEALTt'Y O,',,.LUCCCIOV UCACV IC 'U.V,c GROUNDCGVER r XTXOX4X UOUGAINVILLRA'ROSENKA' EJGAIN4UcE.A ,GAON ,.C'.''L ,'CLL, C.. 04 0+ ..,,.L ''°D'L HEMEROCALLIS 'SIDLE BOBO" DAYLILY I GALLON .4 IS C C MOD ICC' FIlL HSAL4HS CCCL' 00,04 US ALL' C LANTANA MOASEVIDENSIS SPREADING LANTANA 1 GALLON .4 24 CC ,MCD 2 L'S, YEA: I''L,+'L' CC'ft'E -I U AC 1.' US-CL LIJ tz LANTANA 'SPREADING SUNSET" SPREADING LANTANA I GALLON A 12' 0 C MDC '5 S.'+c. OUCH C,'UU'L' CLILCU VII U V[. A' .41550 If) D z U DEPTH DECOMPOSED GRANITE' 'PALOMINO CORAL BY SOUTHWEST BOULDER IN ALL PLANTER AREAD If) 25% '5/8'' MINUS / 70% 5/8' SCREENED CONTRACTOR SHALL SUBMIT SAMPLE TO L.A PRIOR TO ORDERS, Q. LU (.1) Lu ROCE COBBLE. 0-5' MEXICAN BEACH COBBLE TO MATCH COBBLE IN ADJACENT MEDIANS ON JEFFERSON LIJ 0<- 0 ~ W uI Lou NOTES' NO PERMANENT STRUCTURES ci) a 0) I CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT IF PLANT HEIGHT AND WIDTH SPECIFICATIONS INDICATED ARE NOT VEA L ABLE OR TREES WITHIN CVWD LU AND/OR USER EASEMENTS, 0 LU N.J DLI - 2 ALLTREES WITHIN IS' OF HARDSCAPE OR BUILDINGS SHALL REINSTALLED WITH 36' H1.oI2' LINEAR RO(:>TEARRIER, TOP CENTURY ROOT BARRIER' DR EQUAL, CVWD WILL NOT BE 3. ALL TREE SPECIFICATIONS & LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR APPROVAL, CONTRACTOR SHALL RESPONSIBLE FOR DAMAGE OR i— LU CD FORWARD DIGITAL PHOTOS OF ALL TREES WITH A PERSON IN THE PHOTO FOR SCALE AND WITH THE TREE SEPARATED FROM OTHER TREES FOR APPROVAL BY THE REPLACEMENT OF ANY •u LI) co -,-- LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND DELIVERY. SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO O CONTACT LANDSCAPE ARCHITECT PRIOR TO ORDERING TREES AND PALMS 24' BOX OR LARGER, TREES AND PALMS OF SAME SPECIES PLANTED NEXT TO EACH DECORATIVE CONCRETE, OTHER SHALL MATCH LANDSCAPING, CURE, GUTTER S CONSULT A NURSERY PROFESSIONAL FOR INSTALLATION OF OCOTILLO, WHEN PLANTING, ORIENT CACTUS IN SAME DIRECTION AS IT GREW IN, CANE TIES SIDEWALKS, PLANTERS, GATES SHOULD BE ON SOUTH SIDE OF CACTUS VERIFY WITH NURSERY AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD ' U DATE PALMS SHALL BE PURCHASED WITHIN THE COACHELLA ALLEY CONTRACTOR SHAG WE',' F I F ;-SEE A COMMISSIONERS OFFICE STATING WHICH NURSERY IN THE COACHELLA VALLEY THE DATE PHLMS C - " - (N CD N- CD co 0 F- I LU F- <(/) LB C/) LU V., w ELI CA — L) 0) LU N LU - _I C<Q L.L. Ct) I U OUPU 'A (01,dl c\ i VppiLALaI 1lhL,d,NLIINg b, (VU B p1sT do,io1o,.sILiIp,ppi dLSBRI T U BR DC 11 LP TF IN,lNSPLSNV , ' (511D015551L43389 AlNIlLN date OT A 24 2016 drawn VS 55= CIleckec p. N scale: L3.3 DI 15 sheets _ I I ~ 3 LI'D I - "'I L ~ 11 ~ ' - T —L LOSTANE AEEN MULCH ZQRONARC, 4 BE INSTALLED WIT" APPRCVEL, 4 LET ROOTBAU 1/2' MIN 2 MAXHIGHER SIT ROKIO "IN Z TRUNK GUARDS. F S CEDE I—EIR THAN FINISH GRADIE T, ST A<ES SHALL NOT PIERCE FEE T11 FOOTBALL TREE TIE ,. ,EPOEE PINE (NC —EIRE BUBBLERS APE .1.. \ STALL INSIDE OF P RE - ,AILS LDIGEPOSE PINE (?o. L.K 3 Din B EL FOR GOAL N I / IRRIGATION PLAN TAP STAKE S Din V 10 OR 2 REQ IS / I DFOR GAL N LACER VS.__...-U _.GI/Uc,....JNJtJ SPECIFICATIONS AFOER A 'LTLSIN TURF & S 1 DL,ND COVER FEE MIN 4 PREVAILING .L V A FLTALN TURF U .- ND COVER 'REF MIN A 1 2 FROM TRUNK FIN GRADE ATSLN. P SC ELE P BRACE (2 TREE) fTH NA RED EW V SAl 1 PROM TRUNK N KALE AT EL I TWIST BRACE (2 PER TREE) ELF TAPER E TED BLLPV I 1AINV I LEAN S, TIE UAETLR 0 IF FIER 1A PLANTING LAI SEE USE K E F FINISH p. - E PD DSET i N slip F TH CIA- 2- ILL L NET POOrL,I IT C LA NA EEL A POOL, ALL j -- SET POLITE W/ FINISH GRACE I AN VOB SAN WT FINISH ~ADE TN RALN FLJDPLANLLNG HOLE LANE- NFN Np NA 5F LI P TSER KEN p.2VHO BAL ORPAN NLINOLEANOBAp.KF LNTHCNLNA A J TREE PLANTING N.T.S B TREE PLANTING W/ DEEP WATER NOTE TOP 6CO B,LL FIN GRADE AT SL, K AL, TE Ap WHERF APPLICAR FINISH RA TAPER I:] MAX. CL S S 0 S S S S SLOPE AT PLANT PIT ;:PS__ S • • S S S S S S 't*S — - \ . • • . - - • • • PLANT TABLETS 6 SLOPE PJLT 3 FLATAREAS SEE SPECS.) FIN I '-,RA DE LE.ALNSJIAA L ifl V N ER I j r 1ACKFILL MIX D L I\__PLANTNG6AANELL S~E SPECS AND SETTLE TO SET 2X ROOTBALL PLANT AT FINISH GRADE -IY I LA LII IY fflff//HT- 111=1 SUBGRAI%E NOTE: ALL PLANT BASINS SHALL RECEIVE A 2 LAYER OF APPROVED MULCH P L. AT, VI, PA P Ep. IL PA AN S ' A E H S — IN A EEE, -'Il B 3U U'EV_LA 52 _E.OR FLANTUG A'SLL N . 'C A C SHRUB PLANTING N.T.S D GROUNDCOVER N.T.S I BA SURFACE W1 AND BA VA ELTAIN TILT STAKE AND V N AT AN (TOUNDCOVER I DEL AC RV NSf WAI TO A OW A Ni. ARA 12 AROUND TRUNK \ I GROW IP iS-, I\ FINISH GRADE PLANT TABLETS —\ H TNGA-\ A AN (SEE SPECS.) FILL MIit 4ACKcX 2ROO I BK P 0 F IT NOTE. AL P1 ANT BAT NT SHALL RECEIVE A 3 LAYER OF APPROVED MULCH I I Lit S ALL N E VINE PLANTING N.T.S G PALM TREE PLANTING NT .S ima David IlEAULT ASSOCIATES Inc. 951 296 3430 AL'S/NIL UI U GIeN.COI'l C') z — —J F— uJ uJ 0 < 0 U z C') i2D I-.- LU LU 3— U) 5 LAISbSCAPEQVA - SITE PREPARATION DIAMETER, DEBRIS AND CTYEI' LI TL.,I,U1 , ALL ALL FIS- L,,LS PROCEEDING WITH ANY WORK. SOIL PREPARATION REFER TO SOILS REPORT PROVIDED BY CONTRACT SOIL AMENDMENTS REFER TO SOILS REPORT PROVIDED BY CONTRAC CULTIVATION DEPTH ALL LANDSCAPE AREASEYCEPT MANUFACTURED CONDITIONS SHALL BE CULTIVATED TO A DEPTH OF SIR INCHES AMENDMENT MIX REFER TO SOILS REPORT PROVIDED ES CONTRACTOR FINISH GRADE OWNER SHALL PROVIDE ROUGH GRADE SC WITHIN I lAp I FOOT OF FINISH GRADE.FINSH GRADES SHALL BE THOSE INDICATED ON THE DRAINGS GRAS MAY BE CONTROLLED US EXISTING INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM. STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED FINSH GRADES SHALL BE SMOOTH AND EVEN OF H UNIFORM PLANE WITH NO ABRUPT CHANGES IN THE SURFACE MINOR MODELING OF THE GROUND SURFACE MAX BE REQUIRED GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS PROVIDE FINISH GRADES IN PLANTING AREAS WITH 2% MINIMLM FLOW FLOW LINES SHALL BESET BY INSTRUMENT AND SHALL BE THE MAXIMUM GRADIENT POSSIBLE DRAINAGE . THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE II, ALL PLANTING AREAS N ACCORDANCE WITH THE PLANS DETAILS AND SPECIFICATION GRAS SPECIFIED BY THE OWNER FINISH GRADE AT TURF AREAS . FINISH GRADE OF ALL TURF AREAS SHALL BE ONE INCH BELOW THE GRADE OF ADJACENT WALKS PAVEMENTS CURBS ETC FINISH GRADE AT SHRUB ARRAY FINISH GRADE OF ALL SHRURY,E' AND PC NIl COVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALE PAVEMENTS CURBS ETC EXCEPT WHERE WATER FLOWS ACROSS SAME D. MAINTENANCE MAINTENANCE PERIOD THE MAINENANCE I-BRIGS SHALL BE FOR NT CALENDAR SASS BEGINNING ON THE DAY OF THE CHECK INSPECTION AFTER ALL AO RI 1AS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT THE MAINTENACE PERIOD MAY HE EXTENDED TO INC,SDE ANY ADDITIONAL TIME THAT MAY BE REQUIRED TO lIE:' THE REQUIREMENTS OF THE WORK SPECIFIED THE GENERAL CARE AND MAINTENANCE ALL AREAS SHALL CONSIST OF PROPER WATERING FERTILIZATION WEEDING RODE? CONTROL CLEANSE ETC ALL PLANT MATER ALS SHALL BE CHECKED AND MAINTAIN C AL REQUIRED IN ANON GOING PROGRAM TO ASSURE A SAFE ENVIRONMENT WATERING WATER ALL PLANTINGS TO ASSURE COMPLETE GERMINATION OF AL SEEDED AREAS AND CONTINUED GROWTH OF THE PLANTS AREAS THAT DC NOT HA, - ADEQUATE IRRIGATION COVERAGE OR WHICH MAY REQUIRE ADDITIONAL DEEP WATERING SHALL HE WATERED BY HAND AS REQUIRED ADJUST ALL IRRIGHT CN ILI IN EACH AREA AND ZONE OF EXPOSURE SO THAT THE OPTIMUM AMOUNT C' WA F' I APPLIED AT THE PROPER TIMES WITHOUT OVERTHROW ONTO WALLS WALK' ST CULTIVATING AND WEUGTNQ_ CXLTIVAYE AND WEED ALL PLANTED AREA REGULAR INTERVALS NOT TO EXCEED 15 DAYS THE CONTRACTOR SHALL ELEC -, REMOVE SUCH CONCENTRATIONS MANUALLY OR BY AN APPROVED HERB, - PROGRAM EXERCISE CARE WHEN CULTIVATING TO AVOID DAMAGE TO BOO I 01 GROWING PLANTS DAMAGED PLANTS OR AREA? SHALL BE REPAIRED OR REPIA - THE CONTRACTORS EXPENSE CHEMICAL HERBICIDES PUNT & RODENT CONTROL CHEMICAL HERBICIDES TO CONTROL WEEDS AND INFESTATIONS AT THE OPTIOI "IF AN', AND UPON PRIOR APPROL AL BY THE LANDSCAPE ARCHITECT THE CONTRAC - .- - .-I THE NECESSARY STEPS TO ELIMINATE ANY RODENTS ENCOUNTERED ON SITE ffEGZEQG IALL PRUNING SHALL REIN ACCORDANCE WITH ISA STANDAAL DAMAGED DEAD OR DRYING BRANCHES SHALL BE REMOVED BACK TO AFT I - GROWTH AT NO TIME SHALL TREES BE TOPPED PLANT REPLACEMENTS DUPING THE MAINTENACE PERIOD SHOULD AT, ICoNS SHOW WEAKNESS AND PROBABILITY OF DYING IT SHALL BE REPLACED BY THE CONTRACTOR WITHIN? DAYS OF NOTIFICATION TO DO SO. AT THE END OF THE MAINTFNACE PERIOD ALL PLANT MATERIAL SHALL REIN A HEALTHY GROWING CONDITION TURF AREAS AT THE END OF EACH THIRTY(3D) DAY PERIOD OF MAINTENANCE V CONTRACTOR SHALL DO THE FOLLOWING OVERSERD ALL SPOTS OR AREA? WHERE NORMAL SOD ESTABLISHMENT IS NOT EVIDENT. REMOVE ALL ROCKS OR OTHER SUER THAT CONSTITUTE A HINDRANCE TO MOWING FILL ALL DEPRESSIONS AND ERODED CHANNELS WITH SUFFICIENT TOP SOIL TO RAISE TO PROPER GRADE COMPACT LIGHT, AND RESOD THE FILLED AREAS TURF WEED CONTROL TURF ARIA? SHALL BE TREATED WITH A BROADLEAF ALL, KILLER APPLIED PER MANUFACTURERS RECOMMENDATION? TURF FERTILIZER FERTILIZE ALL TURF AREAS WITH COMMERCIAL FERTILIZER. 16-A8 MINIMUM ANALYSIS AT THE RATE OF "VT 15 POUNDS PER 120550 TT DEAR/V OR PER THE SOIL ANALYSIS REPORT FERTILIZER FERTILIZE ALL PLANTING AREAS WITH COMMERCIAL FERTILIZER IL-, MINIMUM ANALYSIS, AT THE RATE OF FIVE )S) POUNDS PER ISEB SQ. FT OF AREA GE lEE THE SOIL ANALYSIS REPORT PLANT ESTABLISHMENT WORK SHALL INCLUDE THREE FERTILIZER APPLICATIONS PER THIRTY 35) DAY INTERVALS MOWING MOW ALL TURF AREAS BEFORE 'HIT REACT AYE TAT OF TYRFE N 00 WITH MOWER SETATTWO INCHET MA'CA', AL, 'LED AREA' AIR C'" ITCH HEIGHT THROUGHOUT THE MAINTENANCE 'ERIC LI RE-FFVDRGSEEDING THE CCI RU —TOR SHALL RE-HYDHOTEED ALL HVSH(T SEEDED AREAS ERODED GENOA GERMINATING AT THE END GE LA THIRTY DAYS. CLEAN VP DURING THE CC— THE MAINTENANCE WORK THE CONTRACTOR SHALL REMOVE MATERIALS AND DEBRIS FROM THL I AND SHALL MAINTAIN THE PREMISE 1-TEAT AND CLEAN CONDITION Al TIMES FINAL INSPECTION 'ILL H Al TV' C 01 THE 90-DAY MA NIENANCE PERIOD II -AI pIS,XI,u,ObAX, ,,,,o,,,Ub, II,e(A,,I,HIIAN'XII,, AXHIBUIL E LO UCl S-,.,, HTTIX AL \ I r II 7,0 SI OIlY,, 611,, 015 b' YB YES BAA VOLT IIXIXYIXIINILXpYTOL0 K HO WHOA ,'U USER I1gAIHIO,O I1LT Ill-HA 'AILS AU bpI lId S NED USER HAL TAXIS L- 11 H IILl BLIL ,4 INSASPLA,,L43390 ,..VVLVALT&FLZLR ,HAL ,LAR HL 114? IA,.I REF U ARATOELL STATEMENT OF ANALYSIS AND SHALL NH CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWING MINIMUM REQYRIEMENTS IE% NTROGEN IE IT PHOSPHORIC ACID - IF % POTASH (A IRON) REDWOOD SEAV NO? SHALL BE PURE REDWOOD SAWDUST AND SHAVINGS OR NITROGEN FORTIFIED FIR RESULTING FROM MILLING OPERATIONS AND SHALL NOT CONTAIN STICKS BLOCKS OF WOOD OR OTHER FOREIGN MATTER. SOURCES OF SHAVINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT GYPSUM STANDARD COMMERCIAL ERAND, GUARANTEED ANALYSIS OF 94.3 % CALCIUM SULFATE SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED Sol O U SULFUR STANDARD COMMERCIAL BRAND GUARANTEED ANALYSIS OF 99 % SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENED RAGS WITH ANALYSIS ATTACHED BONE MEAL SHALL BE FINE GROUND STEAMED DRY MATERIAL WITH A MINIMUM ANALYSIS OF 1 % NITROGEN 35 % PHOSPHORIC ACID - ABS % UNDILUTED HONE SAMPLES SAMPLES OF REDWOOD SHAVINGS, STEER MANURE, FERTILIZER AND SEED SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE STORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS COMPLETED CERTIFICATES . CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO C. EXECUTION I TREE AND SHRUB PLANTING PLANT DEPTH I PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAIL IN THE LOCATIONS SHOWN ON THE DRAWINGS EXCAVATED PITS . EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES 2 TIMES THE DIAMETER AND 12 GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. BACKFILL MIXTURE BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFILL MIXTURE TAP FIRMLY SET PLANT IN CENTER OF PIT IN A VERTICAL POSITION CROWN LEVEL WITH FINISH GRADE BACKFILL BALANCE OF PIT WITH THE FOLLOWING PREPARED MIYTURE DR PER SOILS REPORT A PARTS BY VOLUME NATIVE ON SITE SOIL 4 PARTS BY VOLUME NITRO MULCH SOIL AMENDMENT I LB IS-IN-lU COMMERCIAL FERTILIZER PER CL TX OF MIY 2 LBS IRON SULFATE PER CS ID OF MIX AORIFORM PLANT TABLET?, (I) PER GALLON )2) PER S GALLON (4) PER I? GALLON AND A) PER RICK FOR SPECIMENS LARGER THAN 15 GALLON TREE LOCATIONS . THE OWNER SHALL APPROVE ALL TREE LOCATIONS TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION & DRAINAGE LINES CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY WATER BASIN . CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS AND WATER THOROUGHLY, BNCKFILLING WITH ADDITIONAL MIS WHERE VOIDS APPEAR TREE STAKES . ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL REINSTALLED WITH LODGE POLE STAKES DRIVEN 2 FEET INTO THE UNDISTURBED SOIL TREE STAKES SHALL HOT PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS SEE TREE PLANTING DETAILS TREE TIES TREE RIBS SHALL BE FASTENED TO THE TREE AND STAKE EX LOOPING THE 'ES IA FIGURE US WITH THE INSIDE OF THE TREE TRUNK FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL DEFECTS ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNER 2 VINE PLANTING GENERAL IALL VINES SHALL BE PLANTED PER THE VINE PLANTING DETAIL AND THE WOOD SUPPORT STAKE SHALL BE CAREFULLY REMOVED WITHOUT DAMAGE TO THE H GOT BA L L WOOD FENCES VINES ATTACHED TO WOOD FENCES SHALL BE SECURED WITH GALVANIZED NAILS OR GALVANIZED EYE SCREWS AND HEAVY DUTY VINE TIES MASONRY WALLS ON MASONRY WALLS ATTACH WITH ADHESIVE TYPE VINE SUPPORTS WITH SILICONE ADHESIVE OR GALVANIZED EYE SCREWS AND WIRE (PER DETAIL) ATTACH VINE WITH HEAVY DUTY VINE TIES 3. OROUN000VER PLANTING GENERAL ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH ROOTED CUTTING FROM FLATS UNLESS OTHERWISE NOTED PLANT CONTINUOUSLY UNDER TREES AND NURSES AT THE SPACING INDICATED OF, PLANS REFER TO PLANTING DETAIL INSTALL PLANTS IN AREAS AND TO SPACING AS SHOWN ON THE DPI' WINGS IN EVENL Y TRIANGULARLY SAUCED ROWS. EXCAVATE PITS . EXCAVATE PITS A MINIMUM 3 A 4 WITH SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH, ADD COMMERCIAL FERTILIZER AND SOIL BACKFILL MIT PER PIT, AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN WATERING WATER THRGUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANY PLANTINGS SHOWING EVIDENCE OF DRYING GUIDE BADLY WILTING WILL NOT BE ACCEPTED. PRE EMERGENT . APPLY TREFLAN OR APPROVED PEE-EMERGENT IMMEDIATELY HEXER PLANTING SCULL GROLNDCOVER AREAS HYDRGSEUDED AREAS NOT INCLUDED DEFECTS ALL DEFECTS IN GROUNDCOSER PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNER. 4 S000INC FINISH GRADE SOIL SHALL HE LEFT I - /2 BELOW FINISH GRADE AT THE SOD WILL BEING THE LEVEL UI-TO THE PROPER HEIGHT SITE PREPARATION 9AFTER PREPARATION OF SOIL THE AREA MUST BE RAE-IRRIGATED TO WET IT TOY DEPTH OF FOUR INCHES IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS HANDLING . INITIAL PLACEMENT OF SOD SHALL BE LAID WITHIN TWO DAYS AFTER IT IS DELIVERED IT SHALL NOT RE LEFT IN THE HOT SUN IN ROLLS OR STACKED OVERNIGHT FERTILIZER PRIOR TO PLACING OF SOD BROADCAST 6-20-0 FERTILIZER AT U RATE OF SEVEN POUNDS PER I UTH SCARE PEE OVER SURFACE LAYOUT SOD SHALL BE UNROLLED AND PLACED CHRFFIII I YIN A STAGGERED PATTERN A PIECE OF 2 U IF SHALL BE USED TO TAMP EACH ROLL AGAINST THE STRIPS TO ELIMINATE JOINTS AND EDGES INSTALLATION AFTER LAVING SOD IRRIGATE MODERATELY TO UNSURE MOISTURE PENETRATION. HEN T ROLL WITH A RYAN TYPE SOD ROLLER SOD SHALL BE FLUTE WITH GRADES OF ADJACENTSIDEWALKS CURBS AND NEADERBOARDS WATER AND ROLL AGAIN IF GRADE DOES NOT MEET THESE CONDITIONS WATERING I AFTER ROLLING THE SOD, THE AREAS SHALL BE THOROUGHLY WATERED TO A DEPTH OF U AND KEPT CONTINUALLY MOIST FOR A PERIOD OFTEN DAYS DEFECTS ALL DEFECTS IN SOD PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTORS EXPENSE TO THE SATISFACTION GE THE OWNER date: Oct. 24 2 - drawn. W ES' checked E SN L3.4 David flEAULT ASSOCIATES Inc 951 296 3430 WSNUN drass,l,IoIeS .lTY PLANTING SPECIFICATIONS A LANDSCAPE WORK GENERAL NOTES ORDINANCES AND REGULATIONS ALL LAND APE 'AN N, A TI NT FIE SE AN ALL OTHER F AN MAILR A SYAO Al AEAIVEE FO V LAS ANT TI NO DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING OF TREE/SHRUB WELLS WHICH MAY OCCUR DURING THE USDA? PERIOD PRIOR TO FINAL CODES AND ORDINANCES LOCAL COUNTY & STATE) ACCEPTANCE SHALT BE REPAIRED TO THE OWNERS SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER -INCLUDING THE COMPLETE RESTORATION OF PERMITS AND INSPECTIONS THE CONTRACTOR SHALL OBTAIN COORDINATE AND ALL DAMAGED PLANTING PAVING OR OTHER IMPROVEMENTS OF ANY KIND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED REQUIRED YIELD OBSERVATIONS THESE PLANS WERE PREPARED WITH THE SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR MATERIALS UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE DAVID NEAULT & EQUIPMENT AND SERVICES NECESSARY TO FURNISH INSTALL AND COMPLETE ALL ASSOCIATES INC SO PROVIDE PULL CONTRACT SERVICES INCLUDING FIELD LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. IT SHALL BE THE OBSERVATION SERVICES DURING CONSTRUCTION FAILURE TO SEE DAVID NEAULT OWNERS RESPONSIBILITY IN INVITING AND OBTAINING ASSOCIATES INC. TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET BIDS SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS SECURING THEIR FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES ETC TO FULLY OF SHE DESIGN ANY UNAUTHORIZED MODIFICATIONS THERETO FAILURE TO DETECT ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS OR IN THE EVENT THAT DAVID NEAULT & ASSOCIATES INC. IS OTHERWISE PRECLUDED FROM COMPLETING THE LICENSE THE CONTRACTOR SHALL USA C 27 CALIFORNIA STATE LICENSED FIELD OBSERVATION SERVICES SET FORTH HEREIN THE OWNER OR SUBSEQUENT LANDSCAPE CONTRACTOR. AND SHALL OBTAIN AND KEEP IN FORCE DURING THE OWNER INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH PERIOD OF THE CONTRACT) PUBLIC LAB LITV WORKMAN COMPENSATION AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES AND THE PROJECT) AGREES TO HOLD HARMLESS. INDEMNIFY AND DEFEND DAVID NEAULT & REGULATIONS ASSOCIATES INC AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS FIELD OBSERVATION COORDIT-TAT OH OBSERVATIONS SHALL BE ABLE FOR DAMAGE . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY INIT ATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER EJOB DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING SUPERINTENDENT) THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB CONSTRUCTION PERSONS. PROPERTY. ETC AND SHALL PROVIDE PROTECTIVE MEANS SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION CONTINUED WORK WITHOUT OBSERVATION TO GUARD AGAINST DAMAGE OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTORS EXPENSE THE OWNER JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE LIABLE FOR ENCROACHMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ARCHITECT AS TO THE PURPOSE AND TIME Of THE OBSERVATION FORTY-EIGHT (BA) ENCROACHMENT ONTO ADJACENT PROPERTY RIGHT-OF-WAYS EASEMENTS HOURS IN ADVANCE SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED CLOSING OF DNIIXSPECTEEY WORK I THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL THEY BEEN INSPECTED TESTED AND APPROVED BY THE CONSULTING ENGINNER OR AUTHORIZED PLAN & FIELD VERIFICATION REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS WORK SHOULD ANY OF THE WORE BE ENCLOSED OR COVERED BEFORE SUCH CONTRADICTIONS ETC THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS INSPECTION AND TEST HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER HAS BEEN INSPECTED TESTED AND APPROVED. THE CONTRACTOR SHALL MAKE ALL IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY GOVERNING CODES REPAIRS NECESSARY TO THE OWNERS SATISFACTION SHALL THEN APPLY. THE OWNERS SUPERINTENDENT WILL INSPECT THE PLANTING JOB SITE MEETINGS AND REQUIRED INSPECTIONS WORK PRIOR TO THE START OF CONTSTRUC ON THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK THE LANDSCAPE A PRY-JOE MEETING GNSITE PRIOR TO COMMENCEMENT OF WORK ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF B. DURING SOIL PREPARATION T DISCREPANCIES IN THE EVENT THIS NOTIFICATIONS TOT PERFORMED THE A COMPLETION OF SOIL PREPARATION . LANDSCAPE CONTRACTOR SHALL ASSUME PULL RESPONSIBILITY FOR ANY REVISIONS 0 COMPLETION OF WEED CONTROL F PLANT MATERIAL INSPECTION AND LOCATION NECESSARY. P GRADING CHECK PRIOR TO GROUND COVER COORDINATION G. PROGRESS / INSTALLATION INSPECTION CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION El COMPLETION OF PLANTING WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK I 30 65. & UT-DAY MAINTENANCE INSPECTIONS METHODS OF CONSTRUCTION THE QUALITY OF WORKMANSHIP AND MATERINU COMPL ETION WORK SHALL BE COMPLETED UPON FINAL APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. A FINAL INSPEC TION SHALL BEHELD UPON THE SHALL BE GE THE HIGHEST QUALITY STANDARDS COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER IN PRODUCING COMPLETION OF THE WORK PROVIDING TIFF CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT AND CONFORMED TO ALL THE BEST POSSIBLE PRODUCT THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL REQUIREMENTS OF THESE SPECIFICATIONS CONSTRUCTION METHODS, MEANS SEQUENCES PROCEDURES AND TECHNIQUES THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS B. PRODUCTS & MATERIALS SAFETY I THE CONTRACTORS SOLELY RESPONSIBLE FOR INITIATING, SCOPE OF WORK WORK SHALL CONSIST DE FURNISHING ALL MATERIALS SERVICES MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS CONSTRUCTION INDICATE[) ON THE DRAWINGS AND HEREIN SPECIFIED THE FOLLOWING COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED IT SHALL BE UP TO THE UTILITIES THE CONTRACTOR SHALL BE RESPONS BLE FOR VERIFYING THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE LOCATION GE ALL UNDERGROUND UTILITIES ELECTRICAL CABLES CONDUITS, AND USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS IRRIGATION LINES PRIOR TO ANY CONSTRUCTION SO THAT PROPER PRECAUTIONS MAY RETAKEN NOT TO DAMAGE SUCH IMPROVEMENTS PLANT MATERIALS ALL TREES AND SHRUBS SHALL REPLANTED PER THESE NOTES DETAILS AND SPECS. ALL PLANT MATERIAL SHALL URGE THE HIGHEST QUALITY AND MATERIALSI ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS LARGEST REASONABLE SIZE PROVIDE TREES SHRUBS & OTHER PLANTS OF SIZE GENUS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE SPECIES AND VARIETY INDICATED ON THE PLANS FOR THE LANDSCAPE WORE AND HALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI TAO I KINDS WHERE INSTALLED AND SHALL REINSTALLED IN ACCORDANCE WITH AMERICAN STANDARD FOR NURSERY STOCK ALL PLANTS SHALL BE HEA-THY WELL THE MANUFACTURERS SPECIFICATIONS ESTABLISHED NURSERY STOCK FREE FROM INSECTS AND THEIR EGGS AND DISEASES PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORE SUBSTITUTIONS IF THE SPECIFIED LANDSCAPE MATERIAL IS NOT REASONABLY AS INDICATED ON THE DRAWINGS CONTAINER STOCK I GAL, S GAL 15 GAL. AND OBTAINABLE THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR ALTERNATE BOXES) SHALL HAVE BEEN GROWN IN CONTAINER FOR AT LEAST SIX MONTHS BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN ROOT FROM THE LANDSCAPE ARCHITECT MATERIAL. EQUIPMENT AND PRODUCTS OTHER BALLS WHEN TAKEN FROM THE CONTAINER SHALL REPLANTED NO TREES WITH THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY RECONSIDERED FOR USE DAMAGED ROOTS, BROKEN ROOT BALL OR SEPERATION AT THE TRUNK EASE SHALL BE WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND PLANTED ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING THE LANDSCAPE ARCHITECT ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES SHRUB MATERIALS SHALL HE VIGOROUSLY GROWING HEALTHY PLANT MATERIAL FULL AND ORDINANCES ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL RH AND BUSHY OF HINES WHOLESALE NURSERY/MONROVIA NURSERY COMPANY QUALITY OR EQUAL. THE LANDSCAPE ARCHITECT WILL APPROVE ALL PLANT MATERIAL WHEN SPOTTED THE OWNER OR LANDSCAPE ARCHITECT MAYBE REJECTED AND REMOVED AT FOR PLANTING AND WILL NOT HESITATE TO REJECT ANY MATERIAL OR QUESTIONABLE CONTRACTORS EXPENSE. QUALITY OR OF LESS THAN THE LARGEST REASONABLE SITE MATERIAL AVAILABLE All SPECIMAN MATERIAL TAGGED BY THE LANDSCAPE ARCHITECT FOR THIS PROJECT WILL BE PLANTING PLANS . THE PLANTING PLANT ARE GENERALLY DIAGRAMMATIC AND AVAILABLE AT VALLEY CREST SEA TREE OR OTHER NURSERY SOURCE Of EQUAL QUALITY. NDICATIVE GE THE WORK TO BE INSTALLED THE CONTRACTOR SHALL MARE MINOR CONTRACTOR SHALL PURCHASE TAGGED MATERIAL ARRANGE DELIVERY PAY FOR SAME ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN EXISTING AND INSTALL PER PLAN. IRRIGATION EXISTING PLANTING ARCHITECTURAL FEATURES AND UTILITIES REJECTION OF PLAN' MATERIAL I THE OWNER OR LANDSCAPE ARCHITECT WILL ALL SCALE DIMENSIONS ARE APPROXIMATE WRITTEN DIMENSIONS 011 DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS APPROVE ALL PLANT MATERIAL AND WILL NOT HESITATE TO REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE, OF QUESTIONABLE QUAUTY DR OF LESS THAN THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE AND SHALL THEREFORE HE PLANTING NOTES . SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER WORK REQUIRED BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED HANDLING/STQRAI-5 ALI PLANTS SHALL BE HANDLED AND STORED SO THEY ARE WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR ADEQUATELY PROTECTED FROM DRYING OUT SUN WIND BURN VANDALISM OR ANY DETAILS OTHER INJURY FINAL SI TE REVIEW PLANT QUANTITIES QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR UPON COMPLETION OF WORE THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT FOR CONVENIENCE ONLY AND NOT GUARANTEED CONTRACTOR SHALL VERIFY PLANT FINAL SITE REVIEW AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT ANY ASSUMED OR EXISTING COUNT AND SI IPPLE SJPFICIENT NUMBER 10 FULFILS THE INTENT GE THE DRAWINGS. VARIENCLS OR OMISSIONS SHALL BE NOTED AT THIS ME THE CONTRACTOR SHALL STIPULATE WHEN CONFIRM ANY CLARIFICATIONS WITH THE LANDSCAPE ARCHITECT AND HOW THE CONDITIONS WILL BE RECTIFIED WHEN THESE CHANGES HAVE BEEN CARRIED OUT THE TREE TAGGING ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL AREAS CLEANED AND A NOTICE OF COMPLETION / ACCEPTANCE SHALL BE RECORDED ONLY WHEN BE SELECTED ST LANDSCAPE ARCHITECT. THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. TREE STAKES ANUSES TREE STARES SHALL BE MINIMUM IT DIAMETER LODGE POLE PINE OR CONSTRUCTION HEART REDWOOD FURNISH AND INSTALL AS INDICATED SITE MAINTENANCE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND ON DETAILS. TREE TIES SHALL BE V.I.T TWIST BRACES. FREE FROM RUBBISH AND DEBRIS ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES ROOT BARRIERS REGARDLESS OF INDICATION ON THE PLANS. THE CONTRACTOR MAINTENANCE INSTRUCTIONS AT THE COMPLETION OF THE PROJECT THE SHALL INSTALL LINEAR PANEL TYPE OR GOVERNING AGENCY APPROVED ROOT CONTRACTOR SHALL INSTRUCT THE OWNERS AUTHOR-TED REPRESENTATIVE ON HOW BARRIERS AT A., TREES WITHIN TEN (ID) FEET OF HARDSCAPE STRUCTURES ETC. OR TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS EQUAL GUARANTEE THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS SOD SOD VARIETY SHALL BE PER PLANS. SOD SHALL BE SUPPLIED BY PACIFIC CONTRACT SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL SOD OR APPROVED EQUAL. PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRST AND WORKMANSHIP AND SHALL REIN PERFECT WORKING ORDER FOR XE DAYS FROM QUALITY FRESH AND CLEAN LATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER DATE OF NGRIFORM PLANTING TABLETS SHALL BE 20-I0-5 ANALYSIS PROLONGED RELEASE LYLIX ABUTS below. SHRUBS & VINES FOR AMOS COMPLETION SHALL BEGIN ON THE DAY AFTER ALL WORE S INSTALLED AND APPROVED NITROGEN ) I) PER I GALLON. 2) PER 5 GALLON (4) PER ID GALLON AND (6) PER BOB ST THE LANDSCAPE ARCHITECT TREES SHALL BE GUARANTEED FOR ONE I) YEAR. ALL FOR SPECIMEN? LARGER THAN IS GALLON OR PER DRAWINGS MATERIALS USED SHALL CARRY A MANUFACTURERS GUARANTEE OF MINIMUM ONE )l/ YEAR L Ca11811bRo1eyAAJ