Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
7025
Finance Revenue Code E-1 CV 4.4 QumrA ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in ,connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:February 9, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Avenida Bermudas CVWD Reservoir #6630-1; La Quinta Cove PURPOSE OF CONSTRUCTION: Landscaping DESCRIPTION OF CONSTRUCTION: Plans to be submitted; preliminary plans submitted 1/16/07 Eli` DIMENSION OFINSTALLATION OR REMOVAL: 150' x 08% temporary staging area within city property (80' x 900' on CVWD site) APPROXIMATE TIME WHEN WORK WILL BEGIN:February 1.2, 2007 TIME OF COMPLETION: March 31, 2007 ESTIMATED CONSTRUCTION COST: $299,000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: 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- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all ap ul and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this wow Signature o licant or Agent CVWD P.O. Box 1058 Coachella, CA 92260 (760) 398-2651 Name of Applicant (please print) Business Address Telephone No. Land Concepts - Kevin Grouchau - 75-243 Santa Fe Trail Palm Desert, CA 92211 (760) 324-7700 Name of Contractor and Job Foreman Business Address Telephone No. 710483 102848 Contractor's License No. City Business License No. Everest National Insurance Company 1700001549-061 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $No Fee $No Fee Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT N0.7025 DATE APPROVED: 111412. %% 00b7 EXPIRAILON D AV: lYZ&Q . 7,, BIOS BY: kL—A le - Administrative Authority n/ w Date: 3�i• QUWC4(j PUBLIC WORKS DEPARTMENT APPLICATION FOR PEItNxIT Tract No:ftr, *775/-/82-oe3ProjectName: 6V1.cfp '�.Sr��/o►iz. � (��-1 Vicinity: AvA wmrs. , —,4A Vb1.,o4 loves -- Purpose of Construction (i.e.: Rough Grading, O££site Street, etc.) w I D7 iption. of Construction (i.e.: See Plan Set No. 01234) V'*s f� ba sum%ftr-/ I 07 Dimension of Installation or Removal: /50 X 80 sib' i' a awe Approximate Construction Start Date: - . O2 - -/ Z - 0 7 Approximate Construction Completion Date: o S - 3/ -- p 7_ Estimated Construction Cost: $ 2"19.0�- Eawnted Ca utiuctmuCust"MCMO the removal of all obsttucymq, tnaRetials, and debris, back -filling, compactor and. pig peumem fewfaeft and--FWciag iuuptovcmenu Contact hone Number: Name .ofApplicatit/Owner: Applicant Address: 75-2 S e d Applicant Tel cf-. 7C00 AppliAddress: C ✓i-, _ a.-e �L, !� t/o r, z Name of Contractor.,V C-A Contractor Address:*. 2 ,wq S& ,la 5 �Sy; A-U& Vcse-4 . s�.9 Contractor Telephone Number: o a Contractor State License Num ' Li Z7 - 710 Contractor City Business License Number Z O Z 9 ps Contractor E-mail Address: _i. nk.. Zz L.e -- : _ 4- it or Contractor General Liability Insurance Company: OVFRF.ST Applicant or Contractor General Liability Insur&ce Policy Number./7ODo p,Syy Office Use Only lospoetion Fee: ` t permit Fe_ e: d A&43Wlt Deposit- Dust 4 on l Deposit Credit A nj A Amount, TOTAL Ffi); DUE: so \ Office Use Only: AsshW d Pettuit Number: S APPmva1. Daw- Expitatioo Dare: Issue Date: AdminLstrative Authority. M FORPERIMfdI oc Z VL.o cvwD kA?a ACORDTU CERTIFICATE OF LIABILITY INSURANCE PATE (MMIDDNYYY) '01/17/2007 PRODUCER (SS9)6SO-35SS FAX (559)650-35S8 Landscape Contractors (Lic#0755906) InsyranCe"Services, Inc. 1835 N. Fine Avenue Fresno,, CA 93727 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW- INSURERS AFFORDING COVERAGE NAIC INSURED r 6L L�ITuI Gv�� Land Concepts 7S-243 Santa Fe Trail T- (Jo �,.`�(� Palm Desert, CA 92211 J INSURERA: Everest National Insurance Co. 10120 INSURERS: INSURERC: INSURERD: {•`; �' P°.a� INSURER E: ;: : `r• ~w=oAnrc vTHE POLICIES OF INSURANCF LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM R CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE IN8URA CE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN RFDUCED BY PAID CLAIMS. INSR D TYPE OF INSURANCE POLICY NUMBER POUCY EFFECTIVE POLICY EXWRATION LIMITS GENERAL uABIL" 1700001S49-061 04/OS/2006 04/05/2007 EACH OCCURRENCE 5 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 1001000 CLAIMS MADE I X U OCCUR MED EXP (Any.one person) $ S'000 A X XCU-Coverage PERSONAL & ADV INJURY $ 1,000,000 X $SOO PD DED GENERAL AGGREGATE S 21000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ Z 000 00 X POLICY PRO- El LOC JECT AUTOMOBILE UABAM 170000IS49-061 04/05/2006 04/OS/2007 COMBINED SINGLE LIMIT ANY AUTO (Ea acaderd) S I / OOO 00 BODILY INJURY S ALL OWNED AUTOS �^ '�4L�IEDULEDAUTOS (Per person) A BODILY'INJURY S X HIRED AUTOS X NON-OWNEDAUTOS (PereaddenO PROPERTYDAMAGE S (Pe(ecdQem) GARAGE LIAMLRY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC _ ANY AUTO $ AUTO ONLY: AGG EXCE83MMBRELLA UMLITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE _ $ S DEDUCTIBLE S RETENTION S WORKERS COMPENSATION AND WC STATU m EMPLOYERS' UABIL ITY E.L, EACH ACCIDENT $ ANY PROPRIETORIPARTNERIEXECUTIVE E.L. DISEASE - EA EMPLOYE • $ OFFICER/MEMBSR EXCLUDED? If yea descrlDe under E.L. DISEASE • POLICY LIMIT 1 $ SPECIAL PROVISIONS Oelow OTHER 1700001549-061 04/05/2006 04/05/2007 Limit $70,000 Ded $500 LeaA. ...Rented " qui"ment DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENPMFMENT I SPECIAL PROVMIONS E; All California Landscape Operations see attached ECG20SO11299 & ECG20S00100) City of La Quinta is named as additional insured City of La Quinta PO Box 1504 La Quinta, CA 92247 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTA-nVES. AUTHORIZER REPRESENTATIVE Stephani Powers, CISRAIMS ACORD 25 (2001108) (DACORD CORPORATION 1988 DATE (mM/DDM/YY) .. -ACDRQ CERTIFICATEOF LIABILITY INSURANCE 01/17/2007 PRODUCER (559)650-35S5 FAX (559)650-3558 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Landscape, Contractors (I_ic#0755906) ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Ins,mraRce Services, Inc. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 1835 N. Fine Avenue Fresno,, CA 93727 INSURERS AFFORDING COVERAGE NAIL.# INSURED Land Concepts 75-243 Santa Fe Trail Palm Desert, CA 92211 INSURERA: Clarendon National Ins. Co. INSURER B: INSURER C: INSURER D: INSURER E: v � THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGliEGATE LIMITS.SHONN MAY HAVE BEEN$EDUCED BY PAID CLAIMS. --• INSR b'L TYPE OF INSURANCE POLICY NUMOER POLICY EFFECTIVE POLICY EXPIRATION if IMMIDDIXY1 LIMITS GENERAL LIABILITY EACH OCCURRENCE S OAMAGE TO RENTED y COMMERCIAL GENERAL LIABILITY CLAIMS MADE L._D OCCUR MED £XP (Any one person) E PERSONAL a ADV INJURY b GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS.- COMP/OP AGG S POLICY JPECT LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED 81NGLE LIM)j . , '(ES kddenl) :S • ,. BODILY INJURY (Par Person) 9 ALI, OWNED AUTOS 73CHEOIJCED AUTOS BODILY 114JURY (Per accident) S HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE (Per accdent) S GARAGE LIABILITY AUTO ONLY - EA ACCIDENT S OTHER THAN EA ACC S ANY AUTO i AUTO ONLY: AGG EXCESSAIMHR§LLA LJADIL)TY EACH OCCURRENCE S . OCCUR CLAIMS MADE AGGREGATE S S $ DEDUCTIBLE S RETENTION S RR�RB COMPENSATION AND wDOIZY N0040116000 04/01/2006 04/01/2007 X WC sTATu- OTH LIMITS ER A EMPLOYERS, lJABIUTY ANY PROPRIETORIPARTNEWEXECOTNE E.L. EACH ACCIDENT S 1,0001000 C.L, DISEASE - EA EMPLOYEd i 1,000,000 OFFICER/MEMBER EXCLUDED? If yee, deqWW under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT I S 1,000,000 OTHER DESCRIP OF RNS ATIOI LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENOORSEMEW / SPECIAL PROVISIONS E: All California Landscape Operations ''AAA 10-day notice of cancellation will be given for non-payment of premiums or non -reporting f payroll**** City of La Quinta PO Box 1504 La Quinta, CA 92247 SHOULD ANY OF. THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO08LIGATION OR L,U181LITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Stephani Powers, CISR/KIMS ACORD 25 (2001/08) ©ACORD CORPORATION 1998 i_and Concepts AX � 75-243 Santa Fe Trail Palm Desert, CA 92211 (760) 324-7700 data 2 2 coo % Number of pages including cover sheet -1> 44 / To: / -- Pu 1211E av A f d'T 699F � Phone -77 ,--; — Z O y 7 Fax Phone 77 7 - -7/ _ CC; From" JJ / �J : �yc7C/Nau Phone (760) 324-7700 Fax Phone (760) 324-7781 ❑ Lkgent For your review E3 Reply ASAP ❑ Please comment yr- I 40�64F/ �� v f City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7025 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 . ONLY. 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 apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® 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. ® 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. ❑ 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. ® 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 (%") 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. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") 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. ❑ 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 ''Y2") of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. Citv of La Quinta ® R11 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. ® 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. ❑ 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. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (T) 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 (6) 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 (1) 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. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 5 ) 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. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ 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: 7025 CVWD Reservoir #6630-1 / Landscaping and Rough Grading / On Ave. Bermudas (La ,Quinta Cove) 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 § I (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. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. CVWD / Land Concepts, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Pennittee 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 1 st 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 8:00. a.m. 6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § I (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. 8. Any land on which Williamson Act contracts apply shall remain undisturbed. Special Page 1 of 6 PERMIT NO. 7025 CVWD Reservoir #6630-1 / Landscaping and Rough Grading / On Ave. Bermudas (La Quinta Cove) 9. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance. with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. 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. IV Prior to excavating, if required, the Perm' ittee 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. 11. 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 Pen-nittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 12. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 13. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that. may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 14. This permit is not valid until the permittee submits, to.the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: Special. Page 2 of 6 PERMIT NO. 7025 C.VWD Reservoir #6630-1 / Landscaping and Rough Grading / On Ave. Bermudas (La Quinta Cove) a. General Liability Insurance Company. and Policy Number b. City Business License c. Contractors State License Number 15. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 16. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 17. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 18. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits,, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. - 19. Pursuant to.Section 14.16.370 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. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compactionvia jetting or flooding or other means shall. be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backf fled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. Special Page 3 of 6 PERMIT NO.7025 CVWD Reservoir #6630-1 / Landscaping and Rough Grading / On Ave. Bermudas (La Quinta Cove) C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements: H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 20. 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. 21. All landscaping, irrigation, decorative rock, decorative concrete,lighting, etc., shall be replaced to its original condition. 22. Access and egress to all local properties shall be maintained at all times Special Page 4 of 6 PERMIT NO.7025 CVWD Reservoir #6630-1 / Landscaping and Rough Grading / On Ave. Bermudas (La Quinta Cove) 23. 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: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved'/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane'striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Page 5 of 6 PERMIT NO.7025 CVWD Reservoir #6630-1 / Landscaping and Rough Grading / On Ave. Bermudas (La Quinta Cove) 24. 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. 25. 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 partof the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a deliveryor pickup on the subject 'street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 26. The City of La Quinta reserves the right to revoke, suspend or void this permit at. any time. 27. 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. 28. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Page 6 of 6 COACHELLA VALLEY WATER DISTRICT GENERAL NOTES FOR DOMESTIC WATER SYSTEMS VA, D116TR 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION - OF DOMESTIC WATER SYSTEMS STANDARn SPECIFICATIONS OF THE COACHELLA VALLEY WATER I .. ( ) T DISTRICT (CVVV�). �. THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS LICENSE. .. ..._ .. >.,.. .; _.,., :. .� Ii-€3. CONTRA TOR SH LL CONTACT CVWD S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE RECONSTRUC NCONFERENCE. - _ P TIO NO CONS CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECON T STRCC ION T 1; _ .CONFERENCE. w _ _ x 4. CONTRACTOR SHALL SUBMIT C C S M TOCVWDALI 7 . S OF MATERIALS TO BE USED PRIOR TO THE P H RECONSTRU Tl ON r CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAYBE USED. LIST SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. 5. ALL WORK SHALL BE INSPECTED BY CVWD. , THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVWDS - LA _ r _ ,. _ , . . �..,. _ x. REGU TIONS. 77, 6. CONTRACTOR OR SHAL L SCHEDULE HIS CONSTR UCT ION ACT IVITIES DAILY W ITH THE INSPECTION DEPARTM ENT BE TWEEN EN 3.30 P.M. AND 4.30 P.M.1 _ E FOLLOWING G W � ORKING DAY. IF CVWD IS UNABLE TO PROVIDE INSPECTOR ..:. .. � AN OR d INSPECTORS, C CONTRACTOR R SHALL RESCHED ULE THE WORK K FOR ANOTHER TIME. IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD, CONTRACTOR SHALL BE -CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. 7. WORK PERFORMED WITHOUT ITH UT INSPECTION SHALL BE REJECTED. 8. PIES CO OF THE COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO PRESSURE TESTING. MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS: A SET OF PIPE ZONE AND MID -TRENCH TESTS SHALL BE CONDUCTED OVER THE PIPELINE EVERY 300 FEET AND AT EVERY THIRD WATER SEVICE, HYDRANT, _ DETECTOR CHECK OR MANIFOLD. BOARD OF 9. THE COVER FOR WATER DISTRIBUTION PIPELINES 24 INCHES IN DIAMETER AND SMALLER IN RESIDENTIAL DEVELOPMENTS WITH R A r DIRECTORS TH CUB AND GUTTER SHALL BE 36 INCHES. THE COVER FOR WATER DISTRIBUTION PIPELINES 30 INCHES AND GREATER AND ANY PIPELINES LOCATED IN NON-RESIDENTIAL AREAS SHALL BE 48 INCHES. STREETS SHALL BE BROUGHT TO SUBGRADE, SEWER INSTALLED AND CURB AND GUTTER INSTALLED BEFORE THE PIPELINE IS PETER ER NELSON -PRESIDENT INSTALLED. !� G T NL / �1 10. POLYETHYLENE ENCASEMENT SHALL BE USED FOR ALL FERROUS PIPES, VALVES AND FITTINGS IN THE AREAS OF CORROSIVE SOILS AND/OR WHERE THE ELECTROCONDUCTIVITY OF THE SOIL IS LESS THAN 2,000 OHMS PER CUBIC CENTIMETER OR AS DIRECTED BY CVWD. • PATRICIA A. LARSON --VICE PRESIDENT 11. ALL CONNECTIONS TO EXISTING FACILITIES WILL BE MADE BY CVWD AT THE OWNER'S EXPENSE. SIXTY DAYS NOTICE REQUIRED. CONTRACTOR SHALL START THE INSTALLATION AT THE TIE-IN CONNECTION PROVIDED. JO N W. McFADDEN 22 z � 12. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE AS SPECIFIED IN CVWD STANDARD DRAWING NO. tr3 W-1/S-3. 2 - TELLIS CODEKAS , AVENUE 48 13. PIPELINES SHALL BE KEPT FREE OF DIRT, ROCKS AND FOREIGN MATERIALS DURING CONSTRUCTION. MECHANICAL E/) CLEANING MAY BE REQUIRED AT THE DISCRETION OF THE CHIEF INSPECTOR. 11 .Q RUSSELL KI TAHARA 14. RESTRAINED JOINTS ARE REQUIRED UNDER PAVERS, DECORATIVE CONCRETE, AND THROUGH EACH ENTRYWAY TO THE PROJECT. NO WATER PIPELINES SHALL BE INSTALLED UNDER CURBS OR SEDEWALKS. 15. NO WATER SERVICE LINES OR METER BOXES SHALL BE INSTALLED IN DRIVEWAYS. 16. THESE PLANS MAY BE SUBJECT TO REVIEW AND AVENUE JrO _ /OR REVISION BY CVWD IF CONSTRUCTION HAS NOT STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCKS. L IWA NA GER HImCEF 17. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT USA AT 1-800-422-4133 AT LEAST TWO WORKING DAYS PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA NUMBER PRIOR TO EXCAVATION. ILLE TAMPICo STEVE B. ROBBI NS Domesticc Water General Notes-Final-7/1 AVENUE 52 S _ UTILITIES: ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303 7756 p CALLS CHIL ON WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 p SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 GENERAL NOTES Q CABLE TV TIME WARNER CABLEVIS►ON 7fi0 340-1312 TELEPHONE VERIZON TELEPHONE COMPANY 800 483-5000 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE ENCROACHMENT PERMIT FROM THE CITY OF to QUINTA. W Z GAS SOUTHERN CALIFORNIA GAS CO. 800 427-2200 .2. THE LOCATIONS OF EXISTING UNDERGROUND UTIUT/ES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL W NOTE •• DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE L,U FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES SHOWN REFLECT AVAILABLE PUBLIC RECORDS. IT SHALL BE THE UTILMES `3 p Q w RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND PROTECT ALL UTILITIES J. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND W IN THE CONSTRUCTION AREA, WHETHER SHOWN OR NOT HEREON, AND To NOTIFY DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CML ENGINEER WITH AN R.C.E. NUMBER CALLE ADRID I>��G/� � � WINGS UNDERGROUND SERVICE ALERT AT 1-800-4.22-4133, 48 HOURS IN ADVANCE. BELOW 33,sss, OR A LICENSED LAND SURVEYOR, ONLY Q F 1►H iT Q LJ 4 , 4. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE Q) GRADING OPER4TION. Z o LIEET NO, QESrRIPT10N DRAWING NAME W i �. , �': 5. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL THE IMPROVEMENT w QQ T t� ��' SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND J 1 PROJECT TITLE SHEET t.,- 1 ���• r� - ""'� - ° IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES OR LAWS AND REGULATIONS rNACTED (n �, r _ _ __�- _ OR ADOPTED BY THE CITY OR 07HER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE 2 LANDSCAPE GRADING & SITEPLAN C-2 VICINITY MAP 3 LANDSCAPE GRADING & SITEPLAN(enlarged view) C-3 I. _ C LLE MECU �• SHEET 2 �,�, 0 4 PLANTING PLAN L_ 1 , , , GRADING NOTES._NOT TO SCALE ,, - 5 IRRIGATION PLAN L-2 � �,,,, � 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING Q' 6 IRRIGATION DETAILS L-3 �,'' _,----~'" REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION. 7 PLANTING DETAILS L-4 � a CITY OF %'�'S 2. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING F C N - f '' - " GRADING CONSTRUCTION T IN COMPLIANCE T S .IRRIGATION SPECI I ATIO S L 5 LA .QUINT ;�� AND UC O 0 SURE LgNCE WITH THE PLANS, . 9 PLANTING SPECIFICATIONS L-fi SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. r i ; •� � .- ti� '�'ti I J. DURING ROUGH- GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF , PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL 1 iji i%":; , �,'-;� - -- ,� BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT OWNER .``^ �- .; / /�-�,r��j PROPERTY. COACHVENUE 5 VALLEY WATER DISTRICT 4. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1. AVENUE 52 AND HIGHWAY 111 � .. r � ... �--'-' � ,►,, COACHELLA, CA 92236 %IooF,� �'� - 5. PADS SHALL BE COMPACTED TO A MINIMUM OF 95.E RELATIVE DENSITY PER -- A. S. T. M. D 1557 SPECIFICATIONS LEGAL DESCRIPTION: , .� rf "' ••. i ,, 6. MINIMUM BUILDING PAD DRAINAGE SHALL BE 29, DRAINAGE SHALL BE A RESERVOIR 6630-2 r' •� ti ., •, , , < MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP SECTION 13, TOWNSHIP 6S, RANGE 6E OF CUT OR FILL SLOPES (EXCEPT THOSE PLACED UNDER THE STRUCTURE). SITE AQQRESS: I THE MINIMUM SLOPE OF SWALES SHALL BE 0.59,'. 1 550 FEET SOUTHEAST OF AVENIDA VfLLA it +� ,+r r H_ ; 7. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY(90) PERCENT OF + t AND AVENIDA BERMUDAS rj' � f' �� / , y MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION LA QU/NTA, CA. 92253 + 2,I ! -- {/i 7010 OR EQUIVALENT AS APPROVED BY THE DISTRICT. FIELD DENSITY 111� /f� / �� SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE ASSESSOR'S PARCEL NO.: SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE DISTRICT. 774-182-005 r! "' r''s ai st i� lii ; �, ' , �"`� '� ."" _ i�ii/� 8. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL Of U CE OF TOPOGRAPHY:,/ ! S t ii'i;;r, ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH �i -_ , t'�%''° HORIZONTAL VERTICAL M HOR 0 LAND R CAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING - - ---Th __t ra h �hownJ•lereon�vas_obtarned _b an + � e oPog P y y f � , .._..__._ '� /°���i �=-�•... FALL FI PLACED. TESTING IN ! r 1t11 `+ .+ ///i ��/ O LL AREAS OF A CRITICAL NATURE--0E-SPEG.AL aerrai survey by Ferro Engineering, Inc. and C&C AerraJ +l 3 ,, ti �,%,� �,,� ,�� ! /� /� EMPHASIS SHALL BE /N ADDITION TO NOR REPRESENTATIVE SAMP IN Mapping Corporation, ate of photo: 11-15-06 r. +`';�,. -.- /� THE NORMAL RE RESENTAT E L GS app ng Cop D p ! " I 3 `��.._• ,p .// � /� '.'"`,, 9. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE AND INSPECTED BAST OF BEAR►NGS: ! I,Jit r %'- %' i fir-"; �• PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: •--. '' s'^ �, SEWER WATER ELECTRIC,GAS AND RAINAGE. N40' 11 31 E BETWEEN CVWD POINT NO.7049, , 1�� :--.,, # 4+ ! D A FOUND NAIL AND POINT N0.7000 A FOUND NAIL. 10. THE CONTRACTOR IS REPSONSIBLE TO PREVENT SILT CONTAMINATION OF J ¢ 1 f;tlf `~�. STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF BENCHMARK. CITY OF �'1, I II fI%I,Isff�' • � � f, ti IMPROVEMENTS. LA QUI 1 CONTRACTOR PROVIDE WIND ROSION AND DUST CONTROL MEASURES � � 1 s , '� , 1 THE CON RACTO SHALL PRO ID W E CO CVWD POINT NO. 2629 ®TOP OF CURB � � ��; ' ;w✓ ! „j/�` ��(;��= -'��\ ON EASTSIDE OF AVENIDA BERMUDAS, �� i ELEVATION= 228.72 i`Z! =�sl%; ff D s� ill JIB`, C.V.W.D. DRAWING APPROVAL r "1N DATE ff, .� •. CHECKED: 2/26/07 PROJECT GINS .�.,---�., �..,, cr�Js�rcuvrac� := rcri,..,.:.x_•rr=srri�::::=sr_�=/✓ti>s .f... _r, ;.r:: - DWG. NO. RECO-41, 36084 JOB 06-3 71 DI CTOR OF ENGIN RING: C&C AKRIAL MAPPING CORP. INDEX A P REVISIONS. DA7r APPR. Underground Service Alert 109 ZIt Ann RI&VV Ilan Dimar, California KM Call. TOLL FREE (k--o Y» (m) M-4xra 1: 150 I� -800 fs m has bm com0ed Inurx AAD V 14,, u" o � AT�THapphq hsr with uned •tenopi 227-2600 pm ow*y wffh rationd map acmucy standwds, •> en grayed k not vb bl•, as arew of heavy tree•, dear ,, >h-b•tw•on trees wM no h steno Uttagaa W�ush, i l shadow, or blind ana In the boak of eom• l Mall buldW. WS Comply with mop aoauooy ti=Kk rds lerorn I and Amer (o�Cvnwm an Old mapping i t d by U.S. Vwbmit of tl7• � n TWO WORT N0 DAYS BEFORE YOU DIO y Dow 11-15-06 -- SCALE: AS SHOWN uscCOACHELLA VALLEY WATER DISTRICT -� S$/ : �.� ,, P.O. Box 12980 � CHA11 . i 4 DESIGN BY. 6- 9 A N CONCEPTS n /I` `' ° Civil Engineering Palm Desert, California 92255 t�'� �.0 '�� L D C0 CJL PTS 4 = Coachella California - y Land Surveyingg lTso) 34s-cols RKF y �a •,�� y w -+ 75-24J SANTA FE TRAIL PRAJECT N0. !� 0; Fax (760) 346-2548 N Y. C7 ras Mv COACHELLA VALLC DRAW ,,, PALM DESERT, CA 92211 - - - No.C52260 =- www.fe rmnet JGG cG ExP. 6061 Polo 12/31/08 T * _Zz-�� r - PROJECT TITLESHEET LAYOUT. s2 _DIS TRIC T - CIY1�- GP01 of, oQ' FEiR0 21ZZ�,%I � o Cw OF C A`,�0 KEVIN J. GROCHAU STATE OF CaUFORSK LICENSED LANDSCAPE ARCHITECT 3157 REV DESCRIPTION ENGR DATE APP'D DATE ENGINEERING, �n JOB NO.: 76L-004 NORTHEAST UAR R OF SECTION: TOWNSHIP: RANGE: DWG. NO. OF Q TE L, s IY 4� 77 \ \ ,\\ /I r ---_._. '1 •_.--` =-sue =-.``- --�_ �-r _ _ D41 t \\ �; '�, NOTE: r �' N M -, ___ t / \\ \ X N -_ -- --- �---_ r.• L� I r I j 1 BOUNDARY SURVEY NOT PERFORMED. 0 a ..BOUNDARY LINES ARE APPROXIMATE. \ \ `- go I ` ` _4 o. `` E� I zs f f � � n TANK B o► l+�x eo .,.. -----------T---•_ £' _----------_ _-�'---�„ to o• ` � I NOTES 9EX ISTING LOCKED CHAIN GATE, ' 1 , , \ ---------. ----_ OPEN DURING WORK HOURS - -- _ 1\ \ ! N ONLY. N�'�% \ i � ' � ' 2 � N \\ t£ 1 o 2 PROPOSED DOUBLE GATE W/TN p i , \ . .SCREEN LOCKING,OPEN DURING � � , 1 \\ � � \\ \ ,• c WORK HOURS. --_,---------•._ ti \ �\ , \ \ Nx N% \ ti -,- - 002 3 SCREEN CHAINLINK V \ \\. \\ \ ------ --_ _ _-6 z 4 EXISTING CVWD PIPE GATE \ \ \ \ \ \ M ! 6Z 5 WATER PUMP STATION N t \\\\\\\ \\ \\\ DESERT LANDSCAPE \ \ � \\ \ - ,� � �o ® a. \ \\ \ \� �� \ \ \ r x ;V. v TANK A ck+ REFERENCE LANDSCAPING PLANS. \\ \ \\ \`�. \\ \ N nn. 7 BOULDER AND PEAK x M Q Gj MANIPULATIONJ -`\ \ \•\ ] b ® ELECTRICAL RUN TO PUMP \ \\ \ \ �� -� t XI•� \ p J -- �'\ \ • STATION DIAGRAMMATIC). ( REFERENCE LANDSCAPE ,) .---._ . , • '� � O xoo ��� x oO10 \ N ARCHITECTURAL PLANS FOR \---~--� \`� x," +� �h co co \ o \ PALM SPRINGS PUMP o �' x ----- `� =� \ N o SPECIFICATIONS. �• _---- _.. _ _ \ \`\ * ai \ !h ALL CONDUIT RUNS SHALL COMPLY W NEC '" ' � /,•�-�----• --= _ ' = �`�' =�-� \ `� r NO > THAN 3 0 BENDS WITHOUT PULL BOX. 6 / ---_ ail , INCLUDE CONCRETE PULL BOXES IN LANDSCAPE ��..._-�, `�-.�`--._� M � N � \• ZONES PER NEC. ALL BENDS HAVE TO BE \ /, ^�- -^ ``` `- -_� �- \ M , i H ABBREVIATIONS PVC COAT RGS W/ EPDXY LINED.�-----_--•-\-�-`'",`� * NTERLI CONDUITS ALL BE INST LLED 24 BENEATH, CE NE GROUND SURFACE AND 24 BENEATH THE t. � �,�, ._._ �_ �'---.� \ \ . \ \ � !.� / . / � -�-`�.•,..--�-'---\ � �' / � PROPERTY LINE BOTTOM OF THE 6 FILTER MATERIAL. H.P. HIGH POINT\`.\ \ * a / G.B. GRADE BREAK 9 \ .\ . 9Q CRANE STAGING ON EXISTING \ � � �� / ~•��'- Q , \ \ \• \. , �, \�N �; / � � � E.G. EXISTING GROUND ASPHALT. ( ,, F.G. FINISH GRADE rye ar — � # � I � \\ �, '`•.,, � , ! F. FINISH SURFACE >n - - _ — - - - -- -- -- _ FF. __,___.___FINISH-F-LOOR-ELEVATION EXISTING -DRAINAGE CHANNE �, M �_� PAD PAD ELEVATION * TO RIG NAL CONDITION. \ \ \ �. \ \ \ \\ -- -- RETURN ACCESS 0 1 �, �\. '�,�\ \ \ \,, �� )1 \ \ \ • , \\ � / _ \\ ( \�\ ��\�• ,•�' P PLANTER ALL BOULDERS TO BE STOCKPILED `,,'`\.\ \ � `\•\ �--�' = R TUN XIS NG RB \ \ \ \\\ \ \�.� ` \� r-= PRIOR TO GRADING CUT AND E RED. \ \� \ \ .,\\ �� \ \ � \ \ � \ \\\ , \�\\ � � C .. ' ' �, �, � T.W.. TOP OF WALL PROTECT AND REPLACE 6 IN -KIND \ PR SIGN \ �� -\ \ \\ \�\\ \\� �- \\�\\ �`���� \� .� _ '-x /�y� � � !� � . �\ a . ��` � \\.\ ,\ , ���\,\\ \\\ \��\\\ , � . �..� � \. ` � - �/ E _ � � x / / -�'� T R. W. TOP OF RETAINING WALL FILTER MATERIAL. �, � \ \ .\\\\\ \ \ \ \ \\ \\ �� / n\ \�\\..� �-' � 1'i .. � . g � / W. S. WATER SURFACE \ \\\\ � �\ \ . \, ^x \\\\`� -- �� /��//i - B. W. BOTTOM OF WALL f STOCKPILE CHANNEL BOULDERS \\ ---�\ , \ \ \ \\ \ \ �- N \ _ Q \\ ,. \ \ �- \ / //� \\ � � _ _,_..� i� � ,-- � T.F. TOP OF FOOTING AT THIS LOCATION AND RETURN \ \ \ \ \ \ \\\ \\�\� \ \ , r\\\\\\� '\\ - / \\`--`_ _ -�'/ Q / _ ��� /�/"�/ o; B.F. BOTTOM OF FOOTING TO CHANNEL UPON COMPLETION. \ \\ \\\ \\ \ ;\\ \ \ \, \\� �\ \ \\\ =�`- _ /� o /,! x R/W RIGHT-OF-WAY D1W DRIVEWAY i CRANE LOCATION. M �? \ \ \\ \ \\\.� \\\ \\\_�. \ ` "ti R - _ -. �x / Z` T.C. TOP OF CURB \\\\\�\\_-- � �--------%'�'"/�_ F.L. FLOW LINE E. \ / \ \ � � I P. .EDGE OF EXISTING PAVEMENT �\\ �\ \\ \ \� \ \\� \ �� \�\ ---- ```�� %/• Z��•'`\ T.P. TOP OF PAVEMENT //\-�_ T.G. TOP OF GRATE INV INVERT ELEVATION [G] G CHISELED ON CURB jS] "S" CHISELED ON CURB `'� \ �� \\\\�\\\ \ \ -i /� \ ,•.,�\\� -- =`- __._`_-----"---- ---- �� - - - = �, [E] E CHISELED ON CURB 4 \ \\ \\ \���� � i/ � \\ \ ...f� _ ,_--------._ --•- �-------'",_--•-�- � (99.9) EXISTING ELEVATION ,� • \\ \, __,_--'""-��� �' � _ --�_ __ � � _____ -- __-J-- _ 39.9 PROPOSED ELEVATION /> � \ ,\ \� •\\\ \ \\\•�� � / / ��\ _ \\.�\'_'. _- - ZZ -� .`� - ` -_ . ------- � .--_____--- x� PROPERTY LINE /RIGHT-OF-WAY N -- CENTERLINE N (99) EXISTING CONTOUR GROUND - N \ N -`'\ -'`'-- - 99 FINISH CONTOUR ssao Eo cR0 \ \ \ \ \_ � N .� DA9gla! EZEy �q-'".exrsrtNc GROUND N \ RRAN ' 2 RE xN Nx -- _------ x --► ---�• DRAINAGE SWALE ,21�00 goo Boa oao s+oa ooa �copo � `---- _ /�- OCA 0 _ _ N ____,_, .?t�.���� � EXISTING SLOPE o \' \ ��- 37 \-- �C"�C7CT7C7CJ� FINISH SLOPE war ouck S.aaa! - _ OMTM C+WNEL.-CRDSING2 N �o„` +aa \ �\ T—_ ' ?� �-(1 \_ —�-- ----------------- 0.___-_==_`__ '`b' N \ ��` ---._ �� 9 \ -EXISTING CURB AND GUTTER _ •--- .. A 1° �� ��' .. RETAINING WALL/DEEPENED FOOTING 224•0 x �� 1 -�` �_ _ -=--�- Nx 7�:=: �_� EXISTING RETAINING WALL/DEEPENED FOOTING 0 c `\ EXISTING BLOCK WALL 22ao \ \ r--- {_ 0 �rr�r�rrx��rrl It Z18L0 'max a;x °� -�_� ~_ �~\`\ N PROPOSED BLOCK WALL 21&0 !nr x x \ x �7.0 ! r QY X le)X N N �` \\ PR pp C GROUND � _ _ �`�. "� .- N x "'� ..� �- \ \\\ D nrm ary 2140 PR FI \ \ M —► SKEET FLOW �' \` \\ !� nx ;' '':r:i' ''` ''• CONCRETE ,214400 0.0 ,OaO 4a0 sac V0,0 10p,0 �2a.0 _ WMM SING \ O N x w� x N CONS UCTION N ® COLUMN 22994s0o 293.0 - -- PROPOSED PROUN PROFILE - N ! 1 • Nr 289ao .0 } i 22�Y __ i 28&0 • i F 2ez o 1 i 1 t! I -� -t �•� ! r 2eza f , ! Maa 279. 277.0 27&0 { ; -- ! --27&0 - - -- 27&0 ZIA= JWV 211.0 t - -- - - - N /. ST , 1NG AREA Nx WITH H R LIN �° \ \ \\\ \ \ ® WATER METER F a � u,�� P+o CV W FIRE HYDRANT oX `� M �,. � APN: 74--182-00Jr N I N \ \ �� NX > 2� s,. ♦ X PP POWER POLE LO ITY OF XISTING+N ��'�+ \ �\ Q UI NTA CONTROL O 2 WATER VALVE ,,,..�...�x o_ . P •774-182- 06 M NEL � M" 'Pj,� \ y xN 0 d / Nx N 1 '9p \ m IRRIGATION CONTROL VALVE tp \� ` `�fV M x \ x 4 N �X\ \ 270.4C100.0 t eat*+ \\\ \ �� M `tx GRWP 00 r.�e,�„ Ao 2a o 40•a sac sao .too o s2o o x4ao 184a YOao x—�`'�`;,� x \� N to N 3 \ sitrrlo, ;N \ \ 0 �► \ \ � �\ �` Q Nx Mx N N \ f7 +�)x �jx i . i . . ... a • - _ . • . - _ ! . _ _ -- - ` •+x `1,``` •''may'// (fix ` \� 28�a T j I , I + i - _ _- "? N \♦% MXco — 2"0 t - { ; t > i - �- _ _ _ i ' ! ''++ - _ E N �`�` `1V Nx 3 ! i -�- - t -- 1 1 - ! �; CITY) �OF co 2820 - _ ± EXISTING �RO(!NQ . PiiQFILE •, ' i ; _.__.' I i . -. i d m in N (� m A 1.A V I NT N X ' /4x �. v N AP . 174-1 2-007 cvX :wx ter... , ! ! i . , �. X N x 277.a 7 2A, ; - � � ! 1 . J . 1 � ! f ! � � � , _ N 24 C. V. W. D. ©RAWING APPROVAL 27aco _ ff. \ �q /f7� /►may 274,0 * — - j '- i 1 ; _ ; _ i i , ' i r , i _ —r --'T i ! ! ' 1 1 ! - • i ; ! 'i N 1 ` d x n �a • , !r/ 1r61�bLL- N X N :` ` +o DATE 27a0 i 1 - i f i + ! ! i i - E - i J -_ !_ _ i , + ! I t r -4 - 4 + + + - . - - t � N 4 27Z,0 E 1r f _ , �T i s ! t ! -T 7 T r - 3 - - + i + N `► N N �D: D3tTYlJf ZL,rV 27LO 3 + t _ { j - i • t i ► -t - i \ N PROJ£C G/NE Z70- oo 0.0 2" 40.0 e0t a Sao 10Ro 12a0 14ae 1fa0 1iU" MO 2=0 24aO 2MO "&0 3040 2=0 240.0 MOO a80.0 400.0 420.0 44a a 46aO 480.0 500.0 620:0 M0.0 8da0 NOW 8W.0 AMV 640.0 � 'a• r` DWG. NO. MW 8ECT1W Wck SeclMn 1 +Cf stxox ~`-�'`� .'Mv �• \ Qq Nx y� 6OS5 RECOAfkfEND£D. ECTOR OF ENGI ERJ JOB 71 x ,;: `` 1 ` Underground Servics Alerty C & C AKRIAL MAPPING CORP. (Call: TOLL FLEE (a —M FBI (v 590-4276 0 map has been compiled In AUTIOCAO VERSION 14 uet a AT.i�1 Napping ! !t unlwrsal st�optottes. • 227-2600 pbe comply w�'notbnal map aoouraay etandorde, «maps �(� ground M not vMW*. Ida areas of heavy trace. dear ` - ��� -� E P INSI\CURB 0Q REWSIONS: DACE APPR GRAPHIC SCALE -,-y.` opt x cli 40 0 20 40 as 160 �\ ++iin-be VM trees WM no steno � brueN - { IN FEET) I shadow, or blind areas In the book of some straab me I Inch = 40 It taK butdinga. 1INa comply rrlth map aoanaay etandMde 1Fem 1 N ,n \ arad AmerJoan Con on eutvrrlArt9 and mappingr C�i X ted by U.S. Dqw b, e , of tho Intwiar. s N TWO WORKING DAYS BEFORE YOU DIO Dotal; 11-15-06 x , SCALE.* SHOWN COACHELLA 1/ALLEY WATER DISTRICT r ,k �NDSCgp C-2 QsOfLaw/ P.O. Box 129,60 � R�cong � � • t� K• F - Civil Engineering Palm Desert, Cotlfomo 92255 DESIGN BY. RKF �`` &,6 4, 9�; SAND CONCEPTS _ Coaehell® California Land Surveying (760) 346-8015 �' .� -fir 1 _ - - _ 75--243 SANTA FE TRAIL L �� PROJECT NO. Fax (764) 346-2548 DRAWN BY: .w PALM DESERT, CA 92211 COACHELLA VALLEY G No.C52260 www.felranet JGG o� 1 4s - (760) 34- 6 061 - 0 EXP. f 31 08 � _ _ LANDSCAPE GRADING & P 0 H I N LAYOV I.� WA TER DIS � : GPO ��q,• - SITEPLAN F E I O /� � � �Q� KEi/!N J. GROCHAU STATE OF C.4fJFORJYIA LICENSED LUYDSC,4PE ARCHITECT 313T REV DESCRIPTION ENGR DATE APP'D DATE ENGINEERING, ni JOB NO.: OF C p�1 � 76L-004 NORTHEAST QUARTER OF SECTION.-IJ TOWNSHIP&S , RANGE.•. DWG. No. or oF9__ t - 1 J1 �! V V c • ; x cD GEN . (99.9) EXISTING ELEVATION !. N � ; CENTERLINE 99.9 PROPOSED ELEVATION F o PROPERTY LINE _ _ PROPERTY LINE RIGHT-OF-WAY or rn/ 'HIGH POINT d- H.P. cV H . CENTERLINE 4 x ' RA BREAK E ERL/NE O � CJ G.B. GRADE 8 , / EXISTING GROUND (99) EXISTING CONTOUR J � � EG x - - 99 FINISH CONTOUR 4 0 FINISH GRADE N F.G. F/N S GR D 00 F.S. ,FINISH SURFAC E URAtNAGE SWALE ; F.F. FINISH FLOOR ELEVATION - - -�M ME EXISTING SLOPE 9 r > D PAD PLANTER ELEVATION 117r0,E FINISH SLOPE sd'======a====s=' EXISTING CURB AND GUTTER { TOP F ALL , z T.W. 0 W P • T R. W. TOP OF RETAINING WALL EXISTING RETAINING WALL/DEE ENED FOOTIN G , W.S WATER SURFACE RETAINING WALL/DEEPENED FOOTING i i rr•j � B. W. _ BOTTOM OF WALL EROSION .PROTECTION F. B.BOTTOM OF FOOTING x EXISTING BLOCK WALL N 8 R W RIGHT-OF-WAY WAY 2a2 D/W DRIVEWAY PROPOSED BLOCK WALL % T.C. TOP OF CURB �- - SHEET FLOW / ��, j - -_ ��---' F.L. FLOW LINE kw � E.P. EDGE OF EXISTING PAVEMENT CONCRETE T.P. TOP OF PAVEMENT ATE T.G. TOP OF GR COLUMN !NV INVERT ELEVATION fG1 G CHISELED ON CURB ® WATER METER N "S" CHISELED ON CURB 4 IS] l RANT tt� E "E" CHISELED ON CURB y FIRE HYDRANT WATER VALVE i, i V 00 x X / PP POWER POLE N r N /�' -� • m IRRIGATION CONTROL VALVE �► i i N o x m •- NCIA to CN • i CIA x -�� x , rNrC`� t� �N N C.,N � t` X ^ N �T ._ x(D D-�c RN--�RovNo N eo GE �� - _ _ xro TQ �\., N N 12 N N�- CRANE RE x 0 CA T O N $-- -- ---' ors ,�• ° o '`~- 216 co N � �. r mot• ^ 220 p0 p � r� In t C)i x 04 312.58' �""' —� - , - N TES: NOTE: 1rarrar , . � EXISTING LOCKED CHAIN GATE, 9� CRANE STAGING ON EXISTING BOUNDARY SURVEY NOT PERFORMED. OPEN DURING WORK HOURS ASPHALT. BOUNDARY LINES ARE APPROXIMATE. ONLY. 2 PROPOSED DOUBLE GATE WITH EXISTING DRAINAGE CHANNEL GRAPHIC SCALE SCREEN LOCKING,OPEN DURING RETURN ACCESS TO ORIGINAL CONDITION. 20 0 10 20 40 eo WORK HOURS. _ n _ - =-- _ _ _ A BOULDERS TO BE STOCKPILED PRIOR TO GRADING CUT AND RETURNED. SCREEN CHAINLINK PROTECT AND REPLACE 6» (IN -KIND) IN FEET FILTER MATERIAL. EXISTING CVWD PIPE GATE 1 inch = 20 tt, 1 WATER PUMP STATION STOCKPILE CHANNEL BOULDERS 5� Q AT THIS LOCATION AND RETURN 6 DESERT LANDSCAPE TO CHANNEL UPON COMPLETION. REFERENCE LANDSCAPING PLANS. BOULDER CRANE LOCATION. L R AND PEAK C/) MANIPULATION Y C14 S ELECTRICAL RUN TO PUMP I EXISTING BOULDERS AVAILABLE 0\ STATION (DIAGRAMMATIC). 0 ( ) FOR RELOCATION. � - REFERENCE LANDSCAPE w / �cc SS R0 M,\\ A� LOC d N a /; , x I' ARCHITECTURAL PLANS FOR � PALM SPRINGS PUMP \ SPECIFICATIONS.C. V. W. D. DRAWING APPROVAL ..... * CONDUIT ALL RUNS SHALL COMPLY W NEC DATE c WINEC NO > THAN 360 BE NDS WITHOUT PULL BO X. 2126/0? INCLUDE CONCRETE PULL BOXES IN LANDSCAPE CHECKED: ZONES PER NEC. ALL BENDS HAVE TO BE x PROJEc ENcrNE PVC COAT RGS W/ 'EPDXY LINED. N Dy' NO. j * CONDUIT SHALL BE INSTALLED 24" BENEATH 00 , ew GROUND SURFACE AND 24 BENEATH THE gurw► /r REco Enr 36096 BOTTOM OF THE 6 FILTER MATERIAL. ECTOR of ENciN ER1Nc: - JOB # 06-3071 Service Alert C&C 1LRIAL MAPPING CORP. aEvrsioNs: DATE APPe Underground : is aW Anolw RWmay GRAPHIC SCALE st Emu. CaforWa to s a. _ 20 0 10 20 40 eo s �1 Call. TOLL FREE �� o� Fax tom) 6e�-ire .. o has basn led In AttTiOCAp VERSION 1�Ir a V 0 AT Mappfrq with univa steregAattars. -- joba oanply wfih ans WW um r standard► wwW f N 227 �600- • 9rournd Is not *No, O w areas of heat'► lass, otaar ((� (' IN FEET) ' p etwsan teas with no sbroo haany brush. _ - l� shadow, or bond arws in the book of soma stractuns � 1 inch 20 it• ball buldh9L We comply with map aaa+noay standards *wn and Amwkm Con on su and mqft grws rv�� by LL& Dsparttna t of the Mnerfor.9 BEFORE YOU D G - -06 TWO VYORfCiNG DAYS S y Oahe 11 15 N - SCALE: 10 NosC COACHELLA VALLEY WATER DISTRICT AS SHOWN '4P� C-3 LESS/ P.O. Box 12980 �� V 9 } LAND CONCEPTS Q h .. ,0a m Desert. CaH%m o 92255 DESIGN BY. <c, _ Coachella �.`al f Q m Q p K. Civil Engineering RKF ~ �a ` 760 346-8015 y W _ � � _ _ _ -- T N • 4� Land Surveying ( ) n ,� ,, 75 243 SANTA FE TRAIL ;.: PROJECT O Fax 760 346-2548 I COACHELLA VALLEY DRAWN ' BY: W ti 4r » PALM DESERT, CA 92211 g ` .4 y, ww.f rr .n . g No.CS2260 w e o et JGG S = ; � (760) 341— 6061 a EXP. 12,/31 /bs N Z ?, Z o?00,151LLANDSCAPE GRADING A u 8 ..:.. LAYOUT: �� :� _�.-.y.;, GPO 1 f. �.. �.- SITEPLANCenlor ed vew2 z o� x 01g of EN( / • � � = � KEWN J. 6ROCHAU STATE OF CAUFORN14 UCENSED LANDSCAPE ARCHITECT j3157 IENGI:Y>rEAING, ins JOB NO.. _. , DESCRIMON ENGR DATE APP D DATE REV _ - s � _ ,, � OF 76L 004 NORTHEAST QUARTER OF SECTION. 1� , TOWNSH/P. RANGE.-fE DWG. NO 9 a 36086 NOTE- 5HRUB LOCATIONS, TO BE FLA66EE) `77 rq HATER PLANT X REFERENCE CIViL ENGINEERING PLANS X TREE5 PLANT LEGEND 5YM. NAME NEE05 51ZE QTY. �,OMMENT5...FACTQR A X FOR ALL LANDSCAPE GRADING HATER PLANT C 5YM. NAME NEED5 51ZE ..,QTY.___QQWENT_5_FAGTOR Ar?-'- Agave desert[ 59al.- 12- 0.2 SYS LON _0 _d_ 159al 8 D CIF Gercidlum floridvm LON 0.20 T__ n X Pe5ert Aga\IIIIe Blue Palo Verde 59al. 10 7 FA Ferocactus ocanthode5 LON 0.20 Compass Barrel Cactus N F5 Fouquieria 5plendeng LON 5901. 11 12 Gone min nx -OT Olneyo Tesota LON 15 qdl 0.20 0.20 cotillo IronHood Tree 0 N LT Larrea tridentato LON 5 gal. 100 0.20 &ROUND GOVER5. Creosote. Bush 0 0 0I 5G 51mmond5la chlnen515 LON 5 gal. 25 0.20 5YM. NAME 51ZE QTY. GOMMENT5 0 Jojoba GREY GRANITE BOULDERS: 220 TONS SPOTTED BY LANDSCAPE ARCHITECT WITH ob X ('0 C;i C.V.W.D. APPROVAL 06 Opuntla E3a5llar!5 LON 5 gal. 20 0.20' CN (D C'qX EIVE Deaver Tall Cactus DENOTED TREES WITHIN 10 FEET OF HARDSCAPE, WALLS OR BUILDMS TO -REC 'DEEPROOT' ROOT BARRIERS PER MANUFACTURER'S SPECIFICATIONS TE36 Opuntla Begelovil LON 5 901. 15 0.20 -NOTE: ALL -QUANTITIES ARE FOR ESTWATE PURPOSE ONLY. Teddy Bear 6hollo TANK B cc CONTRACTOR TO VERIFY QUATITIES. Q) r.� qLI lic, 'Ju5tica collf6rnlca LON 5901. 15 0-20 C 0) �n X 0 71 C14 0 0 Chuparosa (6 2,69,.9 0 x NOTE: PROTECT AND IRRIGATE IN PLACE THE C14 EF Encelia foriNUVU 25 0.20 EXISTING PLANTS ON HILL (PRIMARILY LON Brittle Bush 0 Creosote and Ambrosia) 00 GE Calljondrb aHophyllo LON 59al. 15 0.20 Q0 (N Pink Fairy Dister N X 0 1901. 60 0 AG Atriplex can65cens LON 0�20 r- 0 r- 6homi5o X C14 X A5 A5cleplos 5u6ulota LON I go 1. 15 0.20 De5ert Milkweed O� I CC) C� (0 LON 0.20 GB Ambro5lo sovisto 1,901. 60 ohee5e Bush 00 TANK A 00 00 `4 CN vj� CNJ CN CO J CCJI A 0 '6 CC- X /* N-1 0 NN y*.> (0 0) ('v 0 N_ X X Q0 N X /* X 0) till 0 X o6 C4.1 X �x tc, 04 T I t4 5 z W. 'PIP. -Z 'N r) N X ICT) X IN, %NX '\f�OTE: TREE LOCATIONS TO BE STAKED FOR APPROVAL PRIOR TO IRRIGATION -:.-: -'!77:77 0 LANDSCAPE ARCHITECT AND C.V.W.D. 7Z. J@ (N v A X X % vt X\ \(N NOTE: SHRUB LOCATIONS "TO BE FLAGGED FOR 47. -7_L: U j . ............... LANDSCAPE ARCHITECT AND C.V.W.D. _zz, < 0 APPROVAL PRIOR TO IRRIGATION ...... ... . . ..... . NOTE:10 U) 6 ONE GALLON SMOKE TREES TO BE ---FIELD SPOTTED BY LANDSCAPE ARCHITECT QRFP JLD' AN4 0 A-D TU R N —A-R�O U N D -7 ER N�� VL _>e< N"o CRANE TURAGE REA re i L 0 0 ELD CAT,10 0 0 ZONE TO BE EXTENDED NECESSARY TO SATISFY FI 216 STAKING, FLAGGING AND PLANTING 06 61) REFERENCE CIVIL ENGINEERING PLANS 0 FOR ALL LANDSCAPE GRADING —0 0 C.V.W.D. DRAWING APPROVAL X 0' N) N X n C� * — CN DA TE A 11 2/26/07 CN kI CHECKED. - PR T GINEEW DWG. NO. RECOMMEA(f- AA -W87 --JOB #06-3071 D1 Or EN= Underground Service Alert C&C AERIAL MAPPING CORP. DATE APPR. 109 East Arrow Highway 0 30, (00, 120' San Dimas, California 91773 -0931 Fax (909) 599-4276 Call: TOLL FREE (909)599 This map has been compiled in AUTOCAD VERSION 14, using a SEE SHEET L-4 FOR PLANTING DETAILS 1-800 DAT—EM Mapping system with universal stereoplotters. 227-2600 Our jobs comply with national mop accuracy standards, except where ground is not visible, like areas of heavy trees, clear SEE SHEET L-6 FOR PLANTING SPECIFICATIONS areas in—between trees with no stereo images, heavy brush, heavy shadow, or blind areas in the back of some structures AI._E - 1 0-,'- 0 NORTH or tall buildings. We comply with map accuracy standards from ASPRS and American Congress on surveying and mapping printed by U.S. Department of the Interior. TWO WORKING DAYS BEFORE YOU DIG Photography Date: 11-15-06 SCALE. AS SHOWN COACHELLA VALLEY -WATER DISTRICT L 1 DESIGN BY- Coachella, California UND CONCEPTS KJG PROJECT NO. DRAWN BY- COACHELLA VALLEY landscape architecture and installation GM palm desert, ca PLANTING PLAN LAYOUT - WA TER DISTRICT 760.324.7700 75-243 SANTA FE TRAIL JOB NO.: tF C REV DESCRIPTION ENGR DATE APPD DATE PALM DESERT, CA 92211 NORTHEAST CORNER OF SECTION-IJ TOWNSHIP-�6S RANGESE DWG. NO. —4, OF 9 36087 A5 As c e lay uloulata _- p 5 LOW I gal. 5L-10 0.20 ^� Desert Mi►kweed _ ---_ - __ _ -6 ONE GAL-LON SMOKE TREES TO BE 0) FIELD SPOTTED BY LANDSCAPE ARCHITECT mot- (0 C8 GB Ambrosia sovi5to LOW I gaL 5L-10 0.20 x N N PIPE AND BACK FLOW Cheese Binh r ti\ ♦., BY C.V.W.D. POINT OF CONNECTION � � l oo TANK A) \ \\\\,\\ ,\\\ \ \\`\ \\\\\ \..\\\\\ / / I J \. --_ -__`_- --' +1; oo 04 CN Eni i / , / 1' / I ! / / l�11 / V , � -`-\ � \\\\\, \ \\ � '\ \ .� • \ , \ \Cd \.\ . \� 'j ':_' / ////1 ////// `•,\ 1\.•,�`:` �� � I ! r . rf/%'u-_ .-- _ '_'_- - _- _, _ _ `--•�, � `:\: •-- ` , \\ •�•. `�'\\ "\ 1 1 4 WATER SUPPLY LINE T f /. _ BOOSTER ;' /! __ \ \ \ \� � . \ `�. \' = :�-•...._._ � R PUMP STATION I . \ \ \\ ----`_-__ ` i`�a �-c^ , , r;,r \ �1 cc \ j , ,, x ,\ ,a'/• i■I� i !1 P' Y // - -- _- ---- - - - w� �.`1 �" - � � !�7/� x {y X f (� , in' t0 (0 / T�� O x I\. \�y j N ' - 7 CS�, -�CV IN ILb.Iai.rN•�i ( S N1 Q44 NI i(vi �. �J 1 _ \ � ♦// / l i / r \ \ \ ! 61Z/ �I/ �\ / / ! � � � ,% ,'Jl �/�/ r'-'' /% ' r=;----�.�_�--.----= - =-~-�_'`~--_--.._....`-�--•� =`-_.- � \♦ IRRIGATION CONTROLLER x % / � r I -.� '•, \ '�'� _ /' i`/ \ \ � �` •\ \ � BOOSTER PUMP , I . %/ \, � ,�//// ' f ` N �c l \ r ! , , , ,'/ / •, ,,:,' ,,' ,, /: •. Jr ---/ �' -.._- - - = _ \.-_`�__--'•-•� �.: !`�, � x`.I STATION MAST R VALVE r - I. / - - I _. FLOW SENSO i i ♦ V l J r/ � / / rQNQR\� 0 MASTER VALVE: Rainbird 1" PEB ' t;' FLOW SENSOR: Rainmaster FS-100 installed to controller per controller specs. OU? 4 OKiP VAI Xtre- so c1q EF Encello forhoso LOIN 5 9ol• 5L-10 0.20 Brittle Bush 0') c\iNN t �1 Z 47 NVL co ca CP E Gailiondro eriophyllo LOW 5 gal. SL-10 0.20 NOTE: TR E �8� \ ;x � Nx Nx Pinl<1=airy nUster E .LOCATIONS TO BE STAKED FOR cN iba A LNDSCAPE ARCHITECT AND U.V.W.D. AC AG Atrlplex Ganescens LOW I gaL 5L-10 0.20 APPROVAL PRIOR TO IRRIGATION (NXGhamiso- _ N o TE: j_ . / 3A 1 3/4" DRIP 4A 4A 2.10 DRIP 2A 3.13 3/4" DRIP - �� \ •- --��-/•,-!,-' f /' / =� SHRUBS P9rlopt 4A 2.10 EMITTERSCHEDI,iLE __before the x - N I �- - WATER � 63.7 LOW No�rH Malhlf7 zoNE TREE5 PLANT regllabr x%/ SYM. NAME NEEDS 51ZE EMITTER FAGTOR 3/4" DRIP ` I ` A P x WATER PLANT _ ■.+sat _ _.-- L % 5YM. NAME _ - - _ _ -- - NEEDS 51 ZE EMITTER FAGTOR - \ \ \ \ 1 / ♦` _ _ _ -- - -- - - • --- - - 00 50.4 Hc,ri N" mary ZONE \ \ \ ? - / .;�: ; • `' ZF �erci�urn' �Tortd 0 /4"-,. / urn LOW IS gal 2 i5L-20) 0.20 agavee5erti 3 DRIP - Desert Agave \• . / -`,. r*� , - - •-• Blue Palo Verde 9 FA Ferocarstus acanthodes LOw 5 al. 5L-10 0.20 4t►' // / / • '`/ %i i _ J . _=�_ -_ = :�, \; / before the / / f •:/ - //, .!/ \ . %u Gompa55 Barrel GaGtUS IN OT Olne o Tesoto LOW l5 al \ ! / A-. \ \ \ / •/% / .:-/ . .. -= . fr _- ,` \•.' � `•�" - y 9 2 (5L-20) 0.20 �S FS Fouctuleria 5plendens LOW 5 gal. SL-!O 0.20 ' / i%-' - = - \ N tronwood Tree f % / Ocotillo LT Larrea tridentate LOW 5901. SL-ID 0.20 / .� / / � ,- j, / �` - l_ •' osote Bush NOTE. _ - - - -- - PROTECT A ND IRRIGATE IN PLACE THE EXISTING PLANTS ON H i --- ILL ' \ Ca O 56 51mmondsla Ghinensis LOW 5901. -SL-10 0.20 o #� ZONE TO BE EXTENDED NECESSARY TO SATISFY FIELD LATERAL PIPE SIZING CHART AT IMUM G.PM. L1%tP -rim 5a G.P,M, GASLWN5 PEP bIIMJti: MAX, GM OF EMME15 @I-G,PN, ea. VELOCITY a FEET / 5ECG P51 L055 MR ICU' of FM 1/ 21' 5CH, 40 PVC 0.1 to 0,5 30 0,53 <0 25 3/ 4 5CH, 40 PVC 0.6 to 5.0 180 1,80 0,84 III 5CH, 40 PVC 5.1 to 6.0 360 2.22 0.95 1-1/41, 5CH, 40 PVC 6.1 to 11.0 660 2.55 01!5 51ZKU PIPE ME APM a'IAt?f WILL KEEP 1`14M OrWOW 2.35 F.r.5r /VJt7 Pr51 L055E5 BELOW 0.93 MR 100 LII\IEK FEET" OF PIPE. &L LAti i'AL LIM513EFOM P51 Mt U-ATCV5 5ML Oe l" 5CH 40 PVC rec{talatar• ' 14, 2A 3.13 65.1 LOW 1 MCUW ZOW 3/4" DRIP - 1 A 2.90 51.0 Hai 5" MaNO zow _ 3/4„ DRIP . /r . , , '! i J �, ; / 00 PI1W 5fATI0N L11_ f N STAKING, FLAGGING AND PLANTING -I CONTROLLER: Rainmaster RME-EAGLE ET -type controller steel cabinet r / -OB Opuntia Basllarts LOW 5 ga1. SL-10 0.20 `� r il� �/ / �;..• -- \ , x Beaver Tall Cactus REFERENCE CIVIL ENGINEERING PLANS TIC Opuntio Begelovil Law 5 gal. SL-10 0.20 Toddy FOR ALL LANDSCAPE GRADING Bear Cholla \ 1 4 ! f I o TANK $ / I I JC Justica callfornica LOW 5 gal. 51--i0 0.20 11 j I I Ghup arosa 1 ♦ .00 - 1 i s i 8 J ♦ 8 C' 00 `' f ��� ',r`�.- ���Il�,,• -.\ �;:'-' �'\.-_ `\ '• / / �' �-% / (i.)'� 1 � I \\ `� / \ �___ _-* •- - r/- g� tits ►N �� r ,.• ♦• __ - /' � 4 J/H C=--+_,_ ��\\\�\- �`i •^�'••_.` � , � ! Q 4 � -. '\� r ; x r ` / ��\_�-----+' ,-�`"'\ -/ 2 rN••r / •r - / J,�� \ ' //� 1 � �,���'\� �` �\� / '-x l � • � ` �-�•.+' , / _- \._a-.._� -•' \ `�-•'_ ,.1 2. J .•' ♦♦ • `•-r.• -",.. •ram-// r % � J • : - It rr \ \. � \\,\ , 1 '\\ \ \ / / - / !! / / ,• \• i.,\ \ r 1 - - / / _ f' _ lad N 't♦ /r N, N'� I ,\ '� \ J cal t I % 1 - J N - r \' S ` _ i 1 '♦ t f \ NNX oic \ 1 •••. z `\--- \ - � \\ \\. .� ''irr' - ---•._ - ._---- G' , r•- r \ \ 0 - \if- n r i - - u ♦ - - - A _ 1u Rr ■ r =t / -rc� C}i \ \ \ �\ \ \ \�\\ \ \ �' \�%� r'"�'/ ''/ =� \ ♦ ■■1 A ■%i �y °t\° n D t- �`''''�C++d' 4' •;,:,� _/� %'',.•- _ram - r ♦. , \ , � \ \ \ \\ \ \ � � \ \ _. �� / / / /�_ , , ,\\ a7i a 1� N r as � \ ` o c•- �o�o cQ r _:._--�„�.•-' r/��i' -,,,. � = - � � � ~♦ ♦ �\ l \ \ � \ .` \ � \ � ���\ \�\ �����\ � \�\\`;\ \\\ /� // �� �///ter/ % '"� \ \�\\ ' �\ _!if N Nc- r-. r• � t\ �t� c-- c•a r�. - - .�_.-' . _ %i� .� \ r• \ -i- - _- --- -= ', - - �- G T N .\ � ION LEGEND D Lid- a �♦ \ \ \ \ 0 r r - -Lf - - ■ienar �• _ , _ \ ! _t _ _ - • Q♦ \ ♦ \ - \ \ , a \ \ \ \ \ \ \\ \ \ `_ -/ _• , / �/ - , a . \ . q .. _ a♦+aaati i�_{��� P - - - -- s _-.rr C\l ♦s�N� r ar \ \ l "ice - r` - \ _ x y--- V Of \�♦ \ \�, \� \ \ r ^i' //r '/ J` % Ilgq �\ - $._-__ :�rrJf�■i * it .ZJ- �t - -- - r■■■ `� \ \ \ . \\ \\, \ \ `� \\ . _-✓ ! --- ♦!>■f tits N \ \\ - - � --� -.�-_ -., fl- -URN x� 0UN�1 - - 1 - - -� -- - - p0 DE --L (1 �_ TOR' GE „I CRANECN - -- _ ` 216 `c6 \ \ i - \, N'� -�-.._ 'ate `� \.. �.. ----'' / ! / _ ram- - _"��.._-.-------.- _-.--'.._•• = J -- _ _` - - '_ _.... _ -_ Y `\'\`\\+`.• "A . ♦- - I J / / N / r •' / X JI CN \ � ' . ' / J% %/' J' �i ,r •r,. �, i,i x . ' "J /Ili \ • , tf / '/ / / . / I' / /' / / t J _ \ t l I 1 \ 1 A 12.90 3/4- DRIP SYA60L MANUFACTURER MODEL NO. DESCRPTiON f!rOZa..E R AOIU$ In.owPSI PATTERN p� ' OP^ DRIP ZONE BOW SMITH 8" SCH.80 RISER EMITIER SL-20- 2 GPH 3 0 DRIP DRIP ZONE Bow SMITH 8" SC H. 80 RISER EMITTER TTER 5L-10 _ t GPH 30 DRIP E HUNTER ET -CONTROLLER WALL MOUNTED 6 STATION IRRIGATION CONTROLLER A \J DRIP ----- DRIPZON IT E K RAINBIR D ELECTRIC CONTROL - - OL VALVE FOR D DRIP ZONE:SIZE AS NOT LF 075NOTED ON PLAN BFF I H HAMMOND 8301 BRASS BALL VALVE �U N E SIZE). FULL PORT. 0 RAINBIRD 3RC 3/4" QUICK COUPLER REFER TO DETAIL ON IRRIGATION DETAIL SHEET ® RAINSIRD - PRESSURE REGULATOR- INUNE ® AG. PRODUCTS VBK1 1" AIR RELEASE VALVE - LOCATE AT HIGH POINT OF LATERAL AND SET IN CARSON BOX PRESSURE MAINLINE PIPING USE SCHEDULE 40 - SIZE AS NOTED. TO BE FED FROM BOOSTER PUMP ELECTRICAL RUN NON -PRESSURE LATERAL LiNE PIPING - PVC SCHEDULE 40 ______ DRIP ZONE INDICATION 'BOUNDRY - IRRIGATION POINT OF CONNECTION - I" IRRIGATION POINT OF CONNECTION' FROM WATER TANK (VERIFY wrTH C.V.W.D.) PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE_ SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE. INDICATES CONTROLLER NUMBER INDICATES FLOW IN GALLONS PER MINUTE INDICATES ZONE TYPE INDICATES ELECTRIC CONTROL VALVE SIZE � N \ \r ' - _ -' _ . - - ,,. _ a - "` �•-- _-- ^__.- - _. _ __`- - -_,._- ��_-- \ *- -' _` - _ -- _. _ - _- _ DENOTED TREE5 WITHIN \. `'�`� _ -- -- _ o . ' r 10 FEET OF HARD��GAPE, WALLS OR BUILDINGS TO RELIEVE \ / --- _ - . - -. _ _ __. _ ,�� • _ DEEPROOT ROOT BARRIERS. INSTALL PER MANJFAGTURER 5 5PEGIFIGATION5 ~o O`- ' • _ =�• =_,., ., .-- ----_ ._._._ __. - _ _ -' - _ .- � � i � J�� o' �.., 1, • ==�_�•• -=-~;-=�..__.�;_ ' - _ - _ UTILITY NOTES. ' o u } ( o ;� / ` , . _ x �� - -----= ---- ------ THERE ---___ __ _ \- THERE ARE NO CONFLICTING UNDERGROUND UTILITIES '�. / / `fix / / '': ;/ / i / tv �ry� 2� - x ; _ - x tit 109� -o - _ C.V.W.D. DRAWING APPROVAL '-�,._ ' -- - �\ �' OR OVERHEAD UTILITIES IN ------ --- -'DATEJECT AREA. -2/26/07 g NOTE : WATER USE CALCULATIONS � CHECKED: t. MAINLINE, LATERALS AND VALVES ARE SHOWN ... - PR Nc/NEER REFERENCE CIVIL ENGINEERING PLANS FOR ELECTRICAL p p p DWG. N0. OUTSIDE .PLANTING AREAS FOR GRAPHIC CLARITY ONLY. • RESERV�iR 6630-1 QQ Z ' O� P.O.C. (LOCATION ONLY) THEY. SHOULD BE INSTALLED IN SHRUB AREAS. -- .... , ..,. JOB 06-3071 RECOMMEND ,, 1 EC OR OF E G/NE /NG: 36088 Underground Service Alert C&C AERIAL MAPPING CORP. 12. SLEEVING SHALL OCCUR UNDER ALL HARDSCAPEgSEE SHEET L-3 FOR I 109 East Arrow Highway SURFACES. Zone 1 - 80405 square Feet _ . REI/IS�oNS IRRIGATION DETAILS & n __ 1 t _ 'r/\ 1 I r r•♦ r r San Dimas, California 91773 q r � r.•=-,W-. r T� T1 ��•,. � DATE APPR. �. c.� 1 I : I v L.L FREE \�!J' 909 599-0931 Fax 909 599-4276 15"V ►5 I E K i U IV11r .11E I AIL► , t ( ) 3. BEFORE Low Native Plants = 51.01 x 02 x 60,405s_F. x 0.62 / '148 / 0.90 = S4432GGF 0 1 _80 This map has been compiled in AUTOCAD VERSION 14, using a E ORE INSTALLATION OWNER IS TO APPROVE BOOSTER PUMP STATION 4 30 r`�O ' 120 DAT M Mapping ' � pp ng system with universal stereoplotters. LOCATION AND IRRIGATION CONTROLLER LOCATION • 227-2600 Our jobs comply with national map accuracy standards, except SEE -SHEET L-5 FOR IRRIGATION SPECIFICATIONS ,(( :where ground is not visible, like areas of heavy trees, clear TOTAL 84432 G CF !�) areas in-between trees with no stereo images, heavy brush. heavy shadow, or blind areas in the back of some structures _ or tall buildings. We comply with map accuracy standards from 4• CONTRACTOR TO REPLACE & - OR REPAIR ALL LANDSCAPEA Maximum Water Allowance - 51-01 x 0.6 x 80,405 &F, x 0.62 / 148 : 221ek GGF _ AND , ASPRS and American Congress on surveying and mapping IRRIGATION DAMAG ED DURING CONSTRUCTION. printed by U.S.. Department of the Interior. _ NORTH SEAL. ' II -- '_ TWO WORKING .DAYS BEFORE YOU DIG '. Photography Date: 1 1-15-06 3o 0II SCALE. AS SHOWN DESIGN COACI�ELLA VALLEY WATER DISTRICT BY.• ,,, LAND CONCEPTS KJc _-2 ROC _ _.._ _ -_ - Coachella California / landscape DRAWN BY- �/Ij �`,�/ i �IALLEY p arChlteCtUre and InStallatlOn =-ram -_� COA 4� { I EL_L A f PROJECT N0. palm desert, ca �� LAYOUT• WA TE DIS TIRRIGA TION PLAN 760.324.7700 4i-_�. j� TRIC REV D °F C A\- \ 75-243 SANTA FE TRAIL110 DESCRIPTION ENGR DATE APP D DATE PALM DESERT, CA 92211 JOB NO. NORTHEAST CORNER OF SECTION.0 , TOWNSHIP.-6S , RANGEDWG. N0. 5 OF 36088 CONCRETE FOOTING & SLAB. C- ' -- VARIABLE C� © WATER MAX FLOODED SUCTION VARiA All concrete shall be portland cement 5000 PSI min. continuous pour per LEGEND p - •- - NOTE: .FOUR VALVES SPECIFIED SEE IRRIGATION PLAN L-2 PUMPING details. When footing IS Into solid rock and minimum specified depth Is 1. ROUND VALVE BOX WITH GREEN BOLT- n - -- - - SPEED UM G SYSTEM g p p 1. BROOKS #1100 10 x10 ROUND VALVE ------- -- _ - DOWN COVER -(TAN IF IN SHRUB BED) --_ - LEGEND iNaterfronics Water Max Model WaterPak WPLV=2-230-10-60 called for the contractor shall drill 8 deep holes and epoxy set #4 rebar, -HEAT BRAND By ON BOX. HEAT BRAND Fv ON LID IN 2 _ -- - - - - -----1cerltered -irt #O-o4i 24 . ThTese-�rtiCtrl m shafl ex'I'e1 d 9' mttT above - -- - -- - VALVE BOX COVER' IN 2" -HtGR- LETTERS - - --- - - -- -JiiGH CHARACTERS- - -- --- ----- -- -=--- ---t- FINISH GRAVE. _ -- --- ---- Horizontal Centrifugal um station designed to deliver flow up to 10 GPM - - -BV 2. FINISH GRADE. 9 pump g pock base and be teed to continuous #4 rebar within c©r�-crete footing.� � 2 PVC PIPE. (DEPTH PER DETAIL. at 60 PSI discharge w/flooded suction. -Power shall be at 230 volt, I phase -2, FINISH GRADE. g / p I 3. NOT USED .0 - 3. RAIN BIRD DRiP ASSEMBLY KIT. SEE IRRIGATION LEGEND FOR 6o hertz. 1 - 2 HP pump. Pump to be stainless Steel outer shell with Noryl . 3. FULL FLOW, BRASS BODIED BALL VALVE- FULL PORT ,r p p p LOWER BASE WALL FOOTING. 16 wide x 8 depth Into compacted I 4. 3/4 CRUSHED ROCK. 6 DEPTH. __ MODEL NUMBER • I al 450 RPM horizontal ODP motor. C- .. „ „ _ I 4. HIRE CONNECTOR. - --- - - impeller and mechanics seal, 3 subgrade. Minimum footing size into solid rock shall be 16 wide x 6 dee PLAN - g g p ) I 4. SCH. 40 PVC PIPE EXTENSION, DiA. TO .ALLOW 5. AG .PRODUCTS 3/4-FCH-L-FHT _ 11 and finned. Two continuous #3 rebar and One #3 rebar each 16" i�__ FOR MOVEMENT OF HANDLE 'ON VALVE AUTOMATIC FLUSH VALVE , 2 i 5. PILOT WIRE. - p STANDARD CONSTRUCTION TO INCLUDE: = _. - LENGTH As REQUIRED. P-1 horizontal-w-vertical bend as drawn. _ - : 1 2 6. PVC SCH. 40 MALE ADAPTER - 6. COMMON WIRE. External mounted NEMA 3R service rated fused main disconnect panel Jill - 5. 3/4" CRUSHED ROCK - 8" DEPTH. 5 -- - - - 7. 3/4" CRUSHED ROCK. . 7. SALCO A/R FLEXIBLE PVC HOSE = - - - - - 3 - _ Multi -line operator interface display featuring: ,� 3 6. COMMON BRICK - r - p iD Y g - 2 REQUIRED). 13 = 8. " C 2 RETAINING WALL FOOTING. 1$ wide x 12 depth into compacted • ( � MINIMUM 3 FooT LENGTH -t;4) 2-x 4 x ,� PRESSURE TREATED WOOD Pressure readout „ pQ - ((I I t I i FOR SUPPORT. subgrade. Minimum footing size into solid rock shall be 18 wide x 8 deep 7. SCH. 80 NIPPLE TOE W/SS PVC COUPLING - - - - 8. SCH 40 90 DEGREE ELBOW. 9 I 4 Elapsed run time display • 6 - = 2 • " p p Y fond pinned. Two continuous #4 rebar and One #4 rebar each 16 G o p0G " - - - - I I I 9. ,z x ,a RECTANGULAR VALVE BOX. Alarmconditionswith safet shutdown: 'A °°so 4 8. 2 CLEARANCE. - -I I- II __ 9. RIGID PVC PIPE. Ala so-C -1 !-� - y horizontal-w-vertUCQI bend QS drawn. 7 0 � ° o ° o a °o = �- 7 -• 10. PVC UNION(THREADED) FOR SERVICING ASSEMBLY. oi?o 9. PVC MAIN LINE PIPE. _ - - - - - J Low discharge pressure shutdown • .. ,o _ _ 1� IN LAWN AREAS. - L_ -•- ��I ,1. RECTANGULAR VALVE BOX W/GREEN BOLT High discharge pressure shutdown " 4" I 9 2 IN SHRUB AREAS. 00 g O O OO O DOWN COVER TURF AND TAN IN SHRUB BEDS g g p • C-3 CONCRETE SLAB. 4 Slab continuous with footing as drawn. Install #3 rebar 3/ N TURF AREAS. s o o _0 0° o HEAT BRAND VALUE STATION VFD fault shutdown O ° ° o �� 2 iN SHRUB AREAS. 00 O O� O p o O N0. ON LID !N 2" HIGH CHARACTERS. at 24 spacing both ways as drawn. Medium Broom Finish Gray Concrete @ ° G° s • ...: _ ° •. _ NOTE: USE TEFLbN TAPE ON ALL MALE o 00 0 0 Variable Fr uenc Drive pressure regulation Frequency p g 9 °�° • s 12. NUMBERED TO Q ti' �.a ;• ••T "•r!. .: PIPE THREADS. MATCH DRAWINGS. - 5000 l'Sl - -- �o.�tlo�o,�o �, o° ,� �°oR° g 4 5 6 �.� o J o Q aP° 5 7 8 , Pressure start o• o ?oo, o° °° . ° . _ 13. COIL WIRE PER SPECIFICATIONS SECTION ° NOTE. SET .TWO AT EACH ZONE, AT THE . Stainless steel pressure transducer ENDS OF MAIN - - NOTE: THE PRESSURE REGULATOR WILL BE AN iN-LINE REGULATOR AND WILL NOT BE INSTALLED AS PART OF THE KIT 1 ea. 2 HP, 3600 RPM horizontal centrifugal pump and motor MASONRY WALLS: filled pressure gauge with isolation valve on the discharge piping M-1 SEE IRRIGATION PLAN FOR LOCATION Silicone p g g 9 h p g All masonry walls shall be true and plumb per standard masonry practices Station discharge isolation valve to local codes. 11 " NPT suction and dischar e connections fi 5 t 11 ' t BALL VALVE FLU5H VALVE - N.T.S. XERIGATION CONTROL VALVE N.T.S. EU51 N.T.S. 2 g ype mo ar on a loin s. - - - - - - - - - - - - - - 1.5 in -line check valve installed on the suction inlet Workmanship shall be to the highest professional standards all joints to be . _ p g p - 1 1 Ventilated 4 gauge steel um station enclosure and steel base painted LEGEND entila ed i g g pump p 1 /2 and consistant. _____ NOTE: TWO QUICK COUPLERS SPECIFIED SEE IRRIGATION PLAN L-2 _ .. 1. AUTOMATIC CONTROLLER SEE LEGEND). green with lockable access cover Standard 8x8x16 CMU Concrete Mason Unit Blocks. 6 LEGEND C7 ( ). two part polyurethane ultraviolet insensitive paint - " „ 5 Baked and cured o pa po y P Vertical rebar at 16 .spacing continuous into footing per drawings or 18 LEGEND - 2. 110-VOLT POWER SUPPLY WIRES IN CONDUIT. . I BROOKS ECONOMY VALVE BOX. HEAT (D „ " FROM ADJACENT SUB -PANEL Factory certified dynamic run testing of pUt??�? Station tip to U,� t1oW and min. la Size rebar to match s ecified rebar size in foofIn I NON -PRESSURE LATERAL LINE PIPING. 12 12' MAX. BRAND QCV ON LID IN 2 HIGH . p p g - _ - � � ¢ I 2 CHARACTERS. 6 DIAL 3. PVC CONDUIT-2 1 2" pressure nor to shipment - - 1 p h p Horizontal header steel, as drawn, to match specified rebar size in footing. _I I I I -III ( 6• MIN. I " l • _ - � PRESSURE MAIN .LINE PIPING � � 0 FINISH GRADE. I ( 4. FINISH GRADE One operator and maintenance manual GROUT ALL CELLS SOLID with concrete or t e 5 motor and 1 2" a re ate. _ 1 - N i • _ type / aggregate. --III) I I I I I I I I 3 CONTROL WIRES - TAPE AND BUNDLE _ - - 3O NOT USED I ( " One year limited warranty on mechanical and electric components = ^( 0 5. SWEEP ELL-3/4 -I I i I EVERY 10 FEET. INSTALL IN CONDUIT ADJACENT = _ _ = O4 3/4" CRUSHED ROCK. 6" DEPTH. -ENCLOSURE WALL-� ( ( 7 x SEE NOTE � TO PRESSURE MAIN LINE. - - - - - / ( I 6. DIRECT BURIAL CONTROL WIRES (III- I�1111-IIII-1111= III- BRASS NIPPLE. 2 -1111- I I TO CONTROL VALVES. GENERAL CALLOUTS: -- ----- - I O PROVIDE 2" DEPTH OF CLEAN BACKFILL. -- ® BRASS 90 DEG. ELL. I j 4 FINISH O GRADE. 4 •• ll 7. RUN WIRE IN WALL � SEE IRRIGATION SPECIFICATIONS FOR - O MAIN LINE PIPING: I I 't" ''" r.'' t 4 L3 MAIN LINE FITTING. I I RFBAR: 2 BACKFILL AND COMPACTION i+►'sz..r. .r,..>•.� O REQUIREMENTS. 2 MAINLINE SLEEVING: 6 Schedule 40 PVC under slab as shown. Set for 5 I I O o 0 0 . A-1 #4 rebar continuous. _ a to a - Q BRASS 90 DEG. 5TREET.Eu _ - - _ - vertical risers through slab. Utilize 22.5 , 45 or 90 fittings as necessary. �� 3 � FINISH GRADE. j IiiI=IIII=IIII NOTE: ANDAN.E.CLL WIRING PER LOCAL CODE. #4 rebar 1 vertical f-----�b I�O BRASS NIPPLE - 6" LONG. IIII=IIII-""IIII=1111 ba @ b o.c e cal _ _ - 4 AND 8 min. deep insulation foam at both ends of sleeve upon completion ' #4 rebar @two continuous 2 above subgrade - � ' II aUICK COUPLING VALVE. I I I I=1I I I=I I I1= !III •-I I i I=1I I I _--of-Mainline _ 6° ` - 12 WALK OR CILRB: - -.-- - =1II1= *NOTE: REF. GENERAL CALLOUT MAIN LINE PIPING * �" - „ * * SEE NOTES " IN LAWN AREAS. . A-2 #3 rebar @ 16 o.c.v. III I MAINLINE PIPING: Schedule 80 PVC for all piping exposed to light (above , 2 IN SHRUB AREAS. O * *NOTE: FOR THIS PROJECT, LATERAL PIPING DOES NOT SHARE TRENCH _ 3 #3 rebar two continuous 2 above subgrade Slab). Schedule 40 PVC for all pipe in trenches. Min. 2 rock free cover On WITH MAINLINE PIPING. WHEN TWO LATERALS OR TWO MAINS 8 'f NOTE: USE TEFLON TAPE ON ALL MALE SHARE A SINGLE TRENCH ALLOW 6"CLEAR BETWEEN PIPES. PIPE THREADS. top and sides set on min. 1" rock free compacted fill 18 min. depth in compacted subgrade or I Z' min. depth into solid rock.- 3 6 4 ELECTRICAL CONDUIT: 1-1/2" Schedule 40 UV Resistant PVC. 3'-3h• 101-01 C a SECURITY FENCING WO W wa TRENCH I NCB CQU I CK COUPLER (D CONTROLLER CLOCK N.T.S. N.T.S. N.T.S. Standard welded tubular steel fencing. All fabrication to be true and ay - - --- M oo SLIP BASE SOCKET OVER ELF NUi�5. plumb per drawings. All welds shall be smooth and/or griER nded. Fabricated W� MITT panels shall be delivered to site primed and ready for paint. On -site W� F-t EMITTER / BUBBLER � Z• NOTE: FOR Wlf?E 517F5 No. 14, assembly to include setting posts in 5000 PSI concrete, welding and a yP, ❑ ❑ ❑ No. 12 and No. 10. STRIP POZES APPROXIMATELY StS' FROM END. painting. Paint color to be selected. All tube steel shall be 12 gauge I I I I F ❑ ❑ TNisr Erros Tor�rHea iEi�,EcrTR��r.cR a ,RRIGATt@, F-1 - � ❑ ❑ . STEP I FLOW ❑ ❑ ❑ ❑ --Y-FILTER F-i POSTS: 1-1 /2 x 1-1 /2 Tubular steel Posts set in Concrete. _ _�. W=- -_ FROM BACKFLDw 3 Max. ❑ ❑ ❑ ❑ ❑ APPLY SEALER TO ouTSIDE OF SEALJNIs PLUS._ _ _ - - 4T RESERVOIR ,r Min. ❑ ❑ ❑ ,)IRRIG RCV FILL CAVITYWITH SEALER.��ff 4 -OUND 2 FINISH GRADE ❑ATION VALVES STEEL RAILS: 1-1/2" x 1" Tubular steel rails welded to posts. VFD ❑ ❑ ❑ ° ° ❑ la i ❑ ❑ ❑ - C-3 w Ln ❑ ❑ ❑ ❑ pur CRrMP sLEtvs OVER HIRE ENDS. I CRIMP SLEEVE AND GUT OFF DZE55 NUPE. F STEEL PICKETTS: 3/4X 3/4" Tubular steel set at 4" O.C. ❑ ❑ ❑ ❑ ❑ STEP 2 3 ' � _ ❑ ❑ ❑ ❑ ❑ ❑ 8 INCH SCHEDULE 8D PVC RISER ❑ ❑ POLL Bass 5001FT OVER NURE EW STEEL TOP LATH: 3" 4x 3' NTubular steel stringers set @ 4" O.C. Set/welded ° ° F_4 / / g �� F-1 MAINTAIN 2 INCHES ABOVE D ❑ ❑ ❑ ❑ ❑ ❑ unto 1-1 2" x 1-1 Z Tubular steel joists as drawn. -- - --- - - --- -- -- -- - -- -_ --_ - --� ----- -- - A5 FAR A5 raosSIHRE. 2 1/2 INCH MARLEX FINISH GRADE P'RE55URE - / / 1 r r ----r �r -r� -ram--i T _.� ❑ D ❑ I I 1 10 ! I I p 1 STREET ELLS ❑ ❑ ❑ ❑ REGULATOR 1---L-----a-----L----❑ PUSI4 5EAl..IN& PUI& IWO BASE SOCKET. F_5 HASP ASSEMBLY: N' x 6' x 3/32" min. steel plates w/continuous welded Joint to gate, Pickett and post as drawn. Heavy duty 3/32" min hasp we)ded to FLUSHVALVE ALL LATERAL LINE scN PURPi.� PIPE 5>�P . - � VALVE ALL OTHER SUB -LATERALS SMALL BE WHITE plates. Padlock provided by owners (CVWD) - Np PVC SCI-+. 4m PIKE Graphic SCQIe R�' PVC LATERAL LINE ASS M CO To DO of INSE F comr r' ! -._. not a lica le PLAN VIEW BOOSTER PUMP PVC TEE SCH. -40 LINE SIZE AS?URECOhIPLETE5EALINsoFCor�GTION. F_6 STEEL GATE: 1-1 /2„ x 1„ Tubular steel frame with 3/N picketts @ 4" O.C. set on pp b VARIES SEE PLANTING - SCALD; (� ZII II,oII OR ELBOW � SPACING ON PLANTING PLAN heavy duty hinges. LINE SIZE NOTE: LAND56APE CONTRACTOR TO PROVIDE RALT�IRD PHl-nTl_ HIRe conICTOaz A5-13UILT PLANS 5HOWINO LOCATiON5 OF STEP 4 MAINLINE, LATERAL5, ETC. DRIP EMITTER A55EMBLY H TYP I DAL EMITTER LAYOUT PLAN I A I RE CONNECTION DETAIL N.T.S. N.T.S. N.T.S. 21-8# 1' F- - F-3 F-6 AA _ F- ,RRM,TM, Cm1TRMLER - 1�1111� • I - - - - _ _T . `1 I L=1 f 1=1 i I-1 11 - ._.. ... ... .. _. LC4 VFD -� � =1 1=1 ..,... ... ..,.. ,r.R _ _...r.,, ....... .. °1-D) � FLOW =iL�I I I I- 1 E L 3 P-1 1=1 _ �. _, , ,I I Iiy lit ��=T=11 �I I 1=1=! f 1=I I I=l I I -: _ =i=n� = r_ =1 T� s ..�. r... .�.�.. • � .�- " �- -� _ - _ _ - -� �.,..� _..�.,. ..�.,....,...._..-.._... ,_. ..� _ � �� r,...._.. _..,.,. �..�....� - - _ _ 1 T-TiT- _ - rr t 1=1 iT ~ A i I I -i i 1=1 I I-I1=l-I I 4 - T �t - - - - -- ^^ i - _ f C 3 - - - - I � .. ---- =1 I_ .-1 I !- I 111I_I I f I I �I I I- f I l-k I C=-I I I_I I l l i I # �- -- - r i i-1u.. __� - I I �I 11=1 11=l I I -..,.,.. --- i I-1! 1-1 I i-1! I-1! i=---I f 1=1 i�I i � i i • ._ � ___.i I ! i _ - - -- _- - - - - - --- 1 �--- __ -.. _. �.; c. , l l Ill W I I -I i I� I I I I -"III, -i I l=1 E I- I h- �11 !-1 11=1 i 1=! 11-11 i=i i f=11 I-1 I I� 111�-1_-_I_t_1�l= _-ll-1--11_1 11=1 I H 1 I-1 I H 1 i __--_-- ,. - u.. =:ru-I.=.li,-u I=! I I=1 I ! 11=1 I I-1I Ii I I� I I I l� I 11 1L-�IL Ti--[l 1=I = I i� I1=I� L �u_ Jll__. _ ._ �f fill �, I I I I ! -11 ITTtr' l 11=1 I _=a 11=1 l t111-1JL._LLI-iJ,�11.-.LLI-ILl-L-T71'F' _ �� ;^ _ - _ _T r� `-L I-i =�jl T - =Affil- - - C°V.W.D. DRAWING APPROVAL J .. i i -�I III_! f _ i ti c- i I-1 I� , t: I I-' ... _- •. c-i i• . ©. 1 I I-1 I! - I-! I I-i I U I I� I I=11�1 r I I=i ._._ _.,�- ._.... •.... ©., ..r.. �y . ...., ,...•..� . A- _ ... �__ _ . .. .� -�. - .. _. .,.�_... .,.. - _ I - 11=1 i�> _ I I i-1! 1=1 i I DA7E Ill. `_--� ill-! Ili _ _ : i l Graphic scale - - - -- - - -- - - - - - - - - - - - �� _ , I Ii _ .� - - - _ - - --,•R .�- - - -� I -' I I H I EMI! 1=1 %11=1 _ 1= I. - _ ! = _ _! - - = h- _ = I - - -- I i I=1 I (-1 I i=1 I I - I L.- I I 2/26/07 SOUTH SECTION &GATE _ _ - - -- w - _ 4 _ _ AA not applicable u �_l�-=�, L:-ul-11>_-,, L-�� - -, ���,1�..e - ! I I-11 _-III--I DImo! i=1(I I i-- I I =I I I� 11=I1 i { -III-I I I.� I I� I I �-II� � :i.,..�u.-.Jil_r�'i i 71�J1�.1 L •._ 111.1 i L_ .LLL J rl�lr-.-L.I L"�.LJ_ _LL.tJ CHE�'xED: •� .- 1I I � I I : �= I.I.L.-.-LLLr.J..LL__1L I L.: _I.I,�I.11 PRf7 1 5C&L : 1 / 2 -0t3lCi; . DWG. NO. - Graphic scale Y . s . Graphic scale . ,•�:' �;� Graphic scale p • RECOkfMEND T `/ I A � not applicable EAST ELEVATION DETAIL � not applicable NORTH SECTION O N TOR OF EN61 117N JOB #06-3o�i ; .. �:. not applicable EAST ELEVATION O N DETAIL L �.. ; .�, . , � IL �� 11 SC&E; 1/ Gil �, l l_0Ii �AL�; 1/ 2"l 'Q'I Underground Service Alert C&C AERIAL MAPPING CORP. 5CA r; 1 / 2 - 1 0 REI/ISlONS: DATE APPR. g & 109 East Arrow Highway - San Dimas, California 91773 Call: TOLL FREE (909)599-0931 Fax (909) 599-4276 o _ This map has been compiled in AUTOCAD VERSION 14, using a 800 DAT-EM Mapping system with universal stereoplotters. 2 2 /-7 i 2 60 0 Our jobs comply with national map accuracy standards, except where ground is not visible, like areas of heavy trees, clear areas in-between trees with no stereo images, heavy brush, heavy shadow, or blind areas in the back of some structures or tall buildings. We comply with map accuracy standards from ASPRS and American Congress on surveying and mapping printed by U.S. Department of the Interior. TWO WORKING DAYS BEFORE YOU DIG Photography Date: 11-15-06 - SCALE. • COACHELL4 VALLEY WATER DISTRICTAS SHOWN DESIGN BY- - , -- L 3 -LAND CONCEPTS KJG Coachella California _ PROJECT NO. --- - - -- landscape architecturee and �nstallatton DRAWN -BY.• GM palm desert, ca LAYOUT- IRRIGATION DETAILS WA TER DIS TRI C T 760.324.7700 F °F � AL �� � 75-243 SANTA FE TRAIL i REV DESCRIPTION ENGR DATE APP D DATE PALM DESERT, CA -9221 1 JOB NO.: - - NORTHEAST CORNER OF SEC770N:13 , TOWNSHiP.&S , RANGE&E DWG. NO. 6 OF wuwww DEPRE55ED WATERING BA51N NOTE: ' BARREL CACTUS TO REMAIN DURING PLANT OCOTILLO � MINIMUM BATTER OF 4' HORIZONTAL H L -BTU E—STABL(SHMENI' PERIOD. PER EACH 12' VERTICAL. FIN15H GRADE ! FINISH 6 ADE \ � a DEPRESSED WATERING BA51N 49 � TO REMAIN DURING PLANT E5TABL15HMENT PERIOD. _IIIII=- Illill- BOULDERS — — TYPIGAL I — i , IIIII-11 - FIN 5H 6RA DE � � _ II- I— 12• IIII _ IIIII--(IIIII -- II- _ F I—IIII!( = BOULDERS— — IN15H GRADE 11111=II °TYPIGAL IIIII- =11T- 11-11L= hill= ___=!IIIII= (IIIII=llfl�= ' 1'6 I I II II =IIII BAGKFILL MIX: 35E NATIVE 501L MIXTURE FN15H GRAD 5A5E BOULDER OGO— - I=IIIII -- — -- II I II =1�1 — I _ I I � BE SET + 40AS INTO SLOPE AS SHOW — — — -!IIIII=III � L- �IIIuIA (IIIII-11_ _ _IIIII � I ITI1— I IIIIII_111111=III IIIINII = — II R_ � BACKFILL MIX. USE NATIVE 501L MIXTURE — (IIIII 1S X _Illill_III IIIIII-111===== —-IIIIII�IIIIII _ C — I-T G //��nII-- SLOPED 6RADE 5LOPED 6RADE PLANTING PIT TO BE IS TIMES THE 51ZE of ROOT BALL !IIIII 5LOPED ORADE i.5 X \_�_PLANTING PIT TO BE 15 TIMES THE SIZE OF ROOT BALL BOULDER DETAIL Le BARREL GA�TUS PLANTING DETAIL � DGOT I LLO PLf4N7I NG DETAIL N.T.S. N.T.S. N.T.S. ti NOTE. ' STAKE ALL TREES 24" WX AND — SMALLER. GENERAL PLANTING NOTES 4 IN TURF AREAS LEAVE A BARE AREA Y 12. ALL LARGE PLANTS SHALL BE HANDLED WITH CARE USING THE APPROX. 4" MAY FROM TREE 13ASE . 1. THE LANDSCAPE CONTRACTOR SHALL BE LICENSED AND CARRY NECESSARY PROPER EQUIPMENT. THE CONTRACTOR WILL BE IN ALL DIRECTIONS ALL NECESSARY WORKMEN'S COMPENSATION INSURANCE AND BONDS REQUIRED TO REPLACE ALL DAMAGED PLANTS., REQUIRED BY THE STATE. 1 3. CdNTRACTfRSHALL--A-DTY -PLANT TAB�ETS--TO ALL OR PAY FOR AN AI O 2. THE CONTRACTOR SHALL APPLY F D BT N PLANT MAT AI`eIUFACTURERS SPECIFICATIONS E RIAL PER M c1NCHTIES (aEAcwDONOT _ f ALL REQUIRED PERMITS. FOR CONTAINER SIZE. _ OVER TIGHTT=T1, ALLOW TREE TO - - --- MOVE 50MENMT TO BUILD 12 CALIPER 3. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL 14. ALL PLANTS_ SHALL BE PLANTED IN HOLES AS PER PLANTING RELATED TRADES. DETAIL SEE DETAIL THIS ',SHEET . TREE AND SHRUB ROOT CROWNS 2112" � LODGE POLE PINE TREE STAKE (a EACH) 4 4. WORKMANSHIP AND MATERIAL ARE EXPECTED TO BE OF THE SHALL BE SET FLUSH WITH THE ADJACENT FINISH GRADE. DEPRE55ED NATERI N6 BASIN - - ---- - _ HIGHEST STANDARDS AND QUALITY. ALL SHRUBS TO HAVE BELOW GRADE WATER RETENTION BASIN WITH - TO REMAIN DURING PLANT FINISH GRADE _ GRADUAL 2 SWALE. ESTABLISHMENT PERIOD. 5. ALL WORK IS SUBJECT TO THE REVIEW AND APPROVAL OF THE ALL TREES TO HAVE 2 bEEP WATER RETENTION BASIN - - ' REPRESENTATIVE. OWNER'S AUTHORIZED RE RESEN WATER BASIN TO BE LARGE ENOUGH SO THAT THERE IS N0X _IIIII=_ 6. PRIOR TO BEGINNING WORK, THE SITE SHALL BE FREE OFGRAD WATER. RUN-OFF. FINISH - Illlli_Illih-_ ALL DEBRIS WEEDS. LANDSCAPE CONTRACTOR SHALL BE 1=III{I1= RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING- PLANT MATERIAL 15. ALL HOLES SHALL B� THOROUGHLY PRE—SOAKED WITH -" —IIIII UNLESS OTHERWISE NOTED ON PLANS. LANDSCAPE CONTRACTOR SHALL .WATER AND ALLOWED T D PRIOR TO PLANTING. O ED O RAIN BACKFILLM1x:usENATivES01LM1xTURE _ VISIT SITE IN ORDER TO BECOME FAMILIAR WITH ALL EXISTING =11 - (IIIII , CONDITIONS PRIOR TO SUBMITTING BID. 16. ALL SHRUBS AND TREES SHALL BE BACKFILLED WITH 100% _IIIII!=j - — 11- 11JII�lIli11�1J1111= Jllf _ I NATURAL SOIL. PRE -EMERGENT WEED CONTROL AGENTS ARE NOT is 7. GRADE AT PLANTERS SHALL BE 2 BELOW FINISHED GRADE PERMITTED OUTSIDE THE ENCLOSED COURTYARDS. OF ADJACENT HARDSCAPE UNLESS OTHERWISE NOTED ON GRADING 17. CONTRACTOR SHALL PROVIDE WATERING BASINS AROUND ALL PLANTING PIT TO BE IS TIMESTHE SIZE OFROOT BALL OR BERMING PLAN. PLANT MATERIAL. 18. TREES (ONLY IF STAKING IS REQUIRED) 15-GALLON OR LARGER 8. ACCEPTANCE OF -LANDSCAPE INSTALLATION AND MAINTENANCE ARE TO BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, WILL BE DETERMINED BY THE OWNERS AUTHORIZED REPRESENTATIVE. 2 PER TREE. REFER -TO PLANTING DETAILS FOR PLANTING, LANDSCAPE CONTRACTOR SHALL REPLACE ALL DEAD OR , DAMAGED PLANT STAKING AND GUYi-NG , I MATERIAL AT NO ADDITIONAL COST TO OWNER. EXCEPT FOR DAMAGE CAUSED BY NATURE OR VANDALISM BEYOND THE CONTROL OF THE 19. ALL TURF AREAS WHERE APPLICABLE ARE TO BE GRADED CONTRACTOR. SMOOTH, ROLLED, AND APPROVED BY OWNER'S REPRESENTATIVE BEFORE PLANTING. 9. THE CONTRACTOR SHALL PROVIDE ALL PLANTS AS INDICATED 20. THE CONTRACTOR SHALL REMOVE ALL DEBRIS, PLANT BOXES DEPRESSED WATERINGBA51N TO REMAIN DURING PLANT ON THE PLANS, UNLESS OTHERWISE SPECIFIED. ANY CHANGES OR AND CONTAINERS, MATERIALS, SUPPLIES OR EQUIPMENT, LEAVING THE SITE I N A CLEAN CONDITION UPON COMPLETION OF LANDSCAPE ESTABLISHMENT PERIOD. s 4 SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. FIN15H6RADE - - - -- - _ , . INSTALLATION N. _ --- - — AT --THE- TIME OF DELIVERY T-HE CONTRACTOR SHALL PROVIDE. THE DELIVERY INVOICE' TO THE LANDSCAPE ARCHITECT FOR HIS w� _.IIII 21 UPON ACCEPTANCE OF THE COMPLETED PROJECT, THE BOULDERS ,. ,; IIIII=(IIIII REVIEW. CONTRACTOR SHALL MAINTAIN THE INSTALLATION FOR A 60-DAY TYPIGAL �.� —1I=III ._ - MAINTENANCE PERIOD. T-HE__ CONTRACTOR SHALL WEED ALL !IIIII-IIIIIT= 10. ALL PLANT MATERIAL SHALL BE FULL, HEALTHY, SHAPELY N AREAS AS NEEDED TO MAINTAIN A NEAT AND AN APPEARANCE; - I=!IIIII= PLANTING E CLEAN E, FIN15H GRAD DISEASE -FREE, AND INSECT -FREE, BEING OF A SIZE THAT IS I-=11(111= FOR PLANT PITSIZEREFER. _ MAINTAIN IRRIGATION AND LIGHTING SYSTEMS (WHERE APPLICABLE) STANDARD FOR THE NURSERY INDUSTRY, AND PER THE PLANT . IN A LIKE -NEW CONDITION, AND APPLY A UNIFORM VITIMIN - - - LEGEND. ALL PLANTS ARE SUBJECT T O_ THE LANDSCAPE I I'_ APPLICATION AT 30 DAYS.BACKFILL MIX : USE NATIVE 50IL MIXTURE ., --- - =(IIIII ARCHITECTS APPROVAL. _—. I — NOTE: TO OBTAIN PROPER PLANT ESTABLISHMENT.-IIIIII�III - UNTANGLE MATTED ROOTS BY _(IIIII-(IIIII — ==.�.III111--�II1 �IIIIII�IIIIII_IIIlu-111111-� 1 1 . BEFORE EXCAVATION, PLANTS IN CONTAINERS SHALL BE _ LOOSENINe; ALL ROOTS® EDGE —(IIIII OF ROOT BALL wl WATER FROM PLACED AS INDICATED ON PLANTING PLAN. OWNERS REPRESENTATIVE HOSE.. DO NOT GRAGK ROOTBALL. SHALL BE NOTIFIED 36HRS IN ADVANCE AND SHALL CHECK 1.5x C.V.W.D. DRAWING APPROVAL LOCATION OF ALL PLANTS IN THE FIELD AND SHALL INDICATE THE EXACT SLOF'ED GRADE DATE POSITIONS BEFORE ACTUAL PLANTING OPERATIONS PROCEED PLANTING PIT TO 13E 15 TIMES THE 51ZE OF ROOT BALL 2/26/07 . - CHECKED: PROJECT ENGINEER i 2.A.& t.Ae DWG. NO. C� I J J RECOMME �$090 JOB 06"=3O 7 i - - - �J H U E3 F L A N T I I � ---- --- - — -- - D7R TOR OF ENGIN RIN - - — — — C&C AERIAL MAPPING CORP. REVISIONS. DA TE APPR. Underground Service Alert 109 East Arrow Highway N.T.S. San Dimas, California 91773 Call: TOLL FREE (909)599-0931 Fax (909) 599-4276 o 1 _ 800 his map has been compiled in AUTOCAD VERSION 14, using a ATEM Mapping system with universal stereoplotters. totters. 227-2600 ur jobs comply with national map accuracy standards, except (// here ground is not visible, like areas of heavy trees, clear J� reas in-between trees with no stereo images, heavy 1�) g brush, eavy shadow, or blind areas in the back of some structures r tall buildings. We comply with map accuracy standards from SPRS and American Congress on surveying and mapping rinted by U.S. Deportment of the Interior. TWO WORKING DAYS BEFORE YOU DIG hot raph Date: 1 1-15-06 a9 Y SCALE. - ----- - - -- - - --- -_ - -- - ___ _ - - AS SHOWN CC�,4 CHELL� VA LLEY WATER DISTRICT L-4 DESIGN $Y.. _ LAND CONCEPTS KJG -Coachella, -California ROC ---- - m PROJECT NO. _ • OACHELLA architecture and Installation DRAWN BY. C VALLEY- landscape GM h. palm desert, c WA T PLAN TING DETAILS LAYOUT. � � �� - . TAR DISTRICT s9 �� �` 760.324.7700 of A�\ 75=243 SANTA FE TRAIL - REV DESCRIPTION ENGR DATE APP D DATE JOB NO.. PALM DESERT, CA 92219 7 NORTHEAST CORNER OF SECTION: I J TOWNSHIP: Fes' RANGE.• F DWG. NO. OF 9 - 3609 0 TREE FLANTING W/ DOUBLE STAKING N.T.S. PLANTING SPECIFICATIONS IONS 2.00 MATERIALS & PRODUCTS 3.04 TREE STAKING 1.00 GENERAL Contractor 2.01 SOIL MIXTURES A. The Landscape Contra for shall stake all centers of tree hole locations and locate stakes as dimensioned on plan or scale from plan. Stakes shall be wood, a minimum of 36" long, and labeled with tree name. 1.01 SCOPE OF WORK A. General Staking shall not be done until all site work that affects tree planting in any ` way is either placed or lined out. - This includes but is not limited to mounding, boulder and stepping pad placement, headers, flatwork, 1. All f the ingredients are to be thoroughly mixed prior to installation in pots, as backfill or in and walls. A. The Landscape Contractor shall provide all tabor, materials, equipment, tools, permits, transportation, og y p p , services necessary to furnish and install all planting and associated work as shown on the contract garden areas. and s s c •ry p g B. Landscape Designer will review and approve all stake .locations prior to any hole dig. Landscape documents and specified herein. 2. Where specified as use in a garden area, the mix shall be installed a minimum of 30" in depth, Contractor shall notify Landscape Designer a minimum of 2 working days prior to staking completion. • • • " Note: Trees include an plant listed as such in the plant legend. B. The Landscape Contractor shall visit the construction site, take all measurements, and obtain .any other unless otherwise specified on plan, and is to be .tilled into the existing subgrode a .depth. of 6 . Y P P 9 information necessary for a complete and conclusive bid. 3. The Landscape Contractor shall supply the necessary soil additives called for as a result of the 3.05 PLANT LAYOUT / BORDER STAKING required soil test. The Contractor may create his own mixture but if doing so must have the 1,02 QUAILITY ASSURANCE i Y A. All other plants shall et in containers in their locations for final adjustments and location approval b mixture analyzed to assure it meets the requirements of the sails test. An .approved alternative is #o P a be s ( ) � pp y Code an Standards have the mixture prepared by LandTech, 136 Main Street, El Segundo, CA, 90245, (310) 322-2440 Landscape Designer, Notify Landscape Designer a minimum of 2 working days prior to plant setting. A. s d Work materials and installation shall comply with all pertinent codes, regulations, and industry standards or approved equal. . � P Y P 9 rY B. Landscape Contractor shalt line out on the ground the borders between different groundcovers when. of workmanship. B. Backfill Soil Mixture Y these are not separated b headers. Landscape Designer will review and approve this layout. Landscape Contractor shall create his own backfill mixture b mixing 2 arts native topsoil and 1 art Immediately after layout approval, Landscape Contractor shall stake the approved layout with 12" wood stakes. -D.- License P Y 9 P P l' All work shall be performed by a C-27 California licensed Landscape Contractor. soil amendment. 3.06 EXCAVATION Inspections C. Palm Backfill Mixture A. Excavation for all plants shall be per detail. C. Permits and InsP P Backfill mixture for all Washingtonia palms shall consist of clean coarse sand. Native soil may be used for this mixture if it is sand in nature and is approved b Landscape Designer. 1. The Landscape Contractor shall obtain,' coordinate,. and pay for any permits, fees, and agency Y PP Y P 9 B. Landscape Contractor shall notify Landscape Designer/General Contractor of any obstruction or inspections as required and submit all certificates of approval upon completion of work. hard, impervious sub -soil conditions immediately. D. Cactus Sort bFixture • consist f: r builders 2. The Landscape Contractor is responsible. for submitting necessary plans to the Agriculture Cactus soil mixture shall be used only in specified areas .and shallo 2 parts e s sand, C. In areas of hard soli, plant holes shall be square in shape. Department for approval. 1 part pea gravel, 1 part Nitrohumis 1/2 part Perlite . Verify with Landscape Designer. 3.07 ROOT BARRIERS D. Insurance E. Enhanced Soil Mixture The Landscape Contractor shall carry .all Workers' Compensation, public liability and property damage This mixture is to be used as a backfill mix for azaleas, camellias, gardenias, and as specified on the A. install root barriers per manufacturers recommendations. insurance as required by all applicable codes, regulations, and the General Contractor. planting plan/plant list. It shall consist of: 2 parts native soil, 1 part Nitrohumis', 1 part peat moss. B. Root barriers shall be installed: E. Site Verification 1. Per plan commencement of work the Landscape Contractor shall verify, at the site all conditions 2.02 FERTILIZERS 2. As directed b ' Prior to commencall y, y Landscape Designer and/or and dimensions shown on the plan necessary to achieve the intended design of the planting plan. A. Granular 3. When trees are to be planted within 3' of flatwork, curbs, walls, or buildings. Any discrepancies shall be reported immediately to the Landscape Designer/General Contractor. 'A riform 16-7-12 + iron' or approved equal. g PP3.08 PLANTING F. Coordination B. Tablet The Landscape Contractor is responsible for coordinating this work with all other trades. All planting Agriform 20 _ 10 _ 5, 21 Gram Planting Tabs or approved equal A. Thoroughly mix 2" of soil amendment into top 6" of all areas planted in grass and shrub/groundcovers. work shall be coordinated with and approved by the General Contractor. Exceptions are notod on the planting plan. 03 SOIL AMENDMENT G. Adherence to Drowings / On Site Adjustments 2.B. Add Terra -Sorb to all annual beds, pots, and planters with bubblers. 'Terra -Sorb' available through: The Landscape Contractor is responsible for strict adherence to the contract documents. All plants, , products, and materials shall be provided as indicated on the documents. Any changes or substitutions Nitrohumis or approved equal Industrial Services International, Inc. must be approved by the Landscape Designer/General Contractor in writing. Landscape Contractor shall 2.04 PRE -EMERGENT WEED CONTROL P.O. Box 10834 take full responsibility for adjustments to any material or work that is not approved. Bradenton, Florida 34282-0834 H. Personnel 'Surflan' or approved equal. 1-800-227-6728 or 813-792-7778 Planting shall be performed by personnel familiar with planting procedures and under the supervision of 2.05 MULCH a qualified planting foreman. The planting foreman shall be on the job, at the site, whenever planting is in C, All plant holes except those for cacti and succulents shall be thoroughly watered prior to setting the plant progress. 'Turf and Tee' or approved equal in the hole. 1. Machinery 2.06 TIES, STAKES, WIRE Landscape Contractor shall provide/use proper machinery for tree placement and plantin be used for: 1 Any tree 36" box or larger;-2) Palms 6' or larger brown trunk height} unless otherwise - - Landscape Contractor shall notify Landscape Designer a minimum of 3 working days prior to the tree `-approved by Landscape ,.Designer._- - A. Tree Ties planting date. If --deemed necessary by Landscapep Designer, Desi ner, Landscape Contractor shall - - - Heavy hose -like plastic or rubber as approved b Landscape Designer. Y P PP Y P 9 relocate/replant any tree planted without Landscape Designers direction unless otherwise approved and shall be responsible for the health of the tree and the cost of the relocation. J. Plant Stockpiling B. Tree Stakes E. Install all plant per planting details in location's approved by the Landscape Designer/General Contractor. Plants stockpiled on site prior to planting shall be maintained properly and protected from sun, drying, 2" diameter Lodgepofe Pine poles. Refer to details for length and number required. wind, machinery, or any other damage. Plants deemed damaged by Landscape Designer/General F. Set plant in upright position in the center of the hole and compact the backfill mixture around the ball of Contractor shall be replaced with an equal plant at no additional cost. C. Wire roots. K. Care in Planting 1. Tree Guy Wire G. Place fertilizer tablets in backfill mix per planting detail. Fertilizer Plant Tab Schedule: Proper care shall be utilized in the handling and placement of all plant material. Breaking of limbs, No. 10 gauge galvanized with heavy duty turnbuckles. skinning of bark, etc. will not be allowed. Any plant which the Landscape Designer/General Contractor 1 gallon = 1 tablet gallon Espalier Wire Esp5 3 tablets determines is damaged shalt be replaced by the Landscape .Contractor at no additional cost. 2. g No. 12 gauge galvanized- Painted to match wall. Use non -rusting screws and expansion sleeves as 15 gallon = 8 tablets L. Protection of Existing Conditions ; required. Plants in boxes = 1 tablet for each foot of height, Contractor shall protect all existing plants, utilities, h ca a etc_ 2.07 TREE ROOT: BARRIERS Landscape Contractor shall verify with Landscape Designer Plant Tab Schedule for desert/arid zone 1. Landscape Cont p t t ex s a p ut ties, structures, ards p, from damage of any kind. Any item deemed damaged by Landscape Designer/General plants prior to planting. Contractor shall be replaced by the Landscape Contractor at no additional cost. Deep Root Control Barriers or approved equal. Available: Deep Root Corporation (213) 390-1060 H. Thoroughly water oach plant when the hole is 2/3 full. After watering, tamp the soil in place until the surface of the backfill is level with the surrounding area and the crown of the plant is at the finished grade 2. No equipment or storage of materials .will be allowed to occur within the dripline of any existing tree.. 2.08 HEADERS of the surrounding area. The Landscape Contractor shall coordinate with the General Contractor and be responsible for the erection of a barrier/fence, as approved by Landscape Designer, at the dripline of each existing tree tai prior to the commencement of an work. A. Trex headerboard or equal, 1. Remove all containers, boxes, strops, non -essential stakes, trellises, etc. from plants and remove from P Y site. Inspections 2A9 GRASS .PAVERS M. Reviews and Insp J. Treat all planted areas, gravel, and rock/cobble areas with pre -emergent weed agent per manufacturer's Refer to Landscape Supervision/Observation Schedule Crossroad Pavers specifications. N. Submittals by Landscape Contractor Available: Barton Corporation, Irvine, CA (714) 859-2705 K. Apply granular fertilizer in all planting areas, except cacti/succulent, at the rate of 1$ lbs. per 1000 square 1. Soil Tests 2.10 PLANT MATERIAL -feet of planting -area. -Sweep -fertilizer partictes from flatwork, curbs, etc. immediately following application to prevent staining of concrete, metal, and wood surfaces. Keep away from and out of swimming pools. It is the responsibility of the Landscape Contractor to inform the Landscape Designer/General A. All -ants .shall be as .listed in the legend and installed per details and specifications. Contractor of any adverse soil conditions on site. To insure proper soil conditions for planting, P g PL. Apply 1" of specified mulch to all planting beds except 'raked earth' areas. the Landscape Contractor shall submit several. soil samples, from random .locations on site, for B. All Cant material shall be full health shapely, disease and insect free and of a size that is standard analysis to: Soil and Plant Laboratory in Santa Ana, CA (714) 558-8333 or LandTech, 136 Main P y' P y' M. Verify the soil amending and fertilizing of all cacti and succulents with the Landscape Designer prior to Street, El Segundo, CA 90245, (310) 322-2440. Results of testing shall be delivered to the for the nursery industry. Y 9 9 P 9 P Landscape Designer/General Contractor for approval prior to commencing with soil preparation. planting. C. All plant material shall. have been grown under climatic conditions comparable to those of the subject , 2. Availability List site, unless otherwise specifically approved by the Landscape Designer. 3.09 SODDING Within 30 days of signing the contract, the Landscape Contractor shall provide the Landscape A. Finish grade and prepare soil per specifications. Designer with a complete materials list of plants, including complete data on source, size, D. All plants are subject to approval by the Landscape Designer. 9 P P P P quantity, and availability. Any substitutions of plant types, species, sizes including palm heights), P y P ( E. Location of all last material sized 15 align and larger to be approved nor to installation. B. If used on project, install grass. pavers per manufacturers specifications and Landscape Designers or quantity must be approved by the Landscape Designer/General Contractor prior to this time. P g g PP P instructions. If credits or deducts in the contract are required due to substitutions, the Landscape Contractor F. To facilitate proper placement, each -ant shall come from the nurse identified b botanical name. shall submit these with the materials list submittal. P P P P nursery y C. Pre -irrigate soil to a depth of 4". Soil shall be damp but not muddy. 3. Plant Photos and Specifications G. Sod shall be approved as to the variety and source. Verify with Landscape Designer prior to instisllation. The Landscape Contractor shall provide the Landscape Designer with photos and size .specifications D. Broadcast fertilizer .per specifications.. of all trees that are not previously togged off b the Landscape Designer. These trees will be subject H. Plant quantities listed in legend are approximate and for Landscape Contractor's convenience only. • P y gg Y p 9 l All plant quantities shall conform to the planting plan. E. Place sod strips tightly against each other and trim to conform to shapes designated on plan. Sod shall to approval by the Landscape Designer, Refer to legend for any other plants requiring photo P q P 9 P be laid within 24 hours of delivery. submittal to the Landscape Designer. Photos shall be submitted to the Landscape Designer a minimum of 90 days prior to commencement of job. I. Landscape Contractor to be responsible for obtaining all permits, bonds, licenses, etc. F. All sod shall be wetted and rolled within 5 days of installation. Sod shall conform to finish grades and 4. Unit Costs J. Landscape Contractor to be responsible for watering plant material installed prior to installation of the elevations specified, with no high or low spots. , Within 30 days of signing the contract, the Landscape Contractor shall submit a detailed schedule water meter and connection of the irrigation system thereto. G. Landscape Contractor shall resod an d or diseased sots. Low sots shall be stri ed regraded, and outlining the description of work and the dates for completion to the Owner, the Landscape Designer, P Y dry P F PP g ' resodded. and the General Contractor for coordination of reviews and integration of other work. K. Landscape Contractor to maintain all landscaping for a period of 60 to 90 days after final acceptance by the Landscape Designer. 3.10. CACTI/SUCCULENTS 0. Guarantee K. Landscape Contractor to maintain all landscaping for a eriod of 60 to 90 days after final acceptance Landscape Contractor shall meet with the Landscape Designer prior to planting to establish correct planting P P 9 P Y P P P 9 P P 9 P 9 1. The Landscape Contractor shall guarantee all trees (includingreplacement lants fora period of by the Landscape Designer. Frequency of maintenance during this time depends on the landscape 'installed. procedures. This includes: Plant care, handling,, damage -(replacement and guarantees) soil preparation, P 9 P plants) P one year and all shrubs, vines/espaliers, and groundcover plants for o period of ;Ofie year following root pruning, irrigation system, initial watering, and watering schedules. ____- _- _ ___ __-____ _ __-final -acceptance -of the planting portion of the contract. The Landscape Contractor shall be 3.00 IMPLEMENTATION - ___ P P 9 h P � responsible for missing or vandalized materials until final acceptance by the Landscape 3.11 CLEAN UP Designer/General Contractor. 3.01 PREPARATION A. During construction, the Landscape Contractor shall keep premises as clear as possible of materials 2. This guarantee excludes theft, vandalism, or natural disaster after final acceptance. During the The Landscape Contractor shall clean and clear the site as necessary prior to planting. All area to be and debris. guarantee period, the Landscape ,Contractor shall check all planting and otherwise make the -planted shall -be free of debris of all types including plaster chips, concrete spillage, chemicals in sail, h Owner aware of any adverse conditions that may affect the plant material. The Landscape nails and fasteners, etc. B. Upon completion of the work under this section, the Landscape Contractor shalt remove from the premises all surplus materials, tools, equipment, rubbish, and debris resulting from his work, and Contractor shall be responsible for any manufacturers or suppliers warranties during the guarantee period. 3.02 FINISH GRADING shall leave the installation site in a clean, neat condition. 3. Replacement: Any material included in this contract that is either dead, missing, or in unsatisfactory A. Finish grade all planting areas to a smooth and even condition, making certain that no water pockets 4.00 MAINTENANCE condition, as determined by the Landscape Designer, shall be replaced with equivalent material or irregularities remain. Slope all planted and grass areas a minimum 1/4 inch per 1 foot per plan and at the Landscape Contractor's expense. Root condition and new growth that has occurred since awayfrom buildings. All 'plantingareas shall be finish raded to comply with contours and elevations The Landscape Contractor shall provide for maintenance and repairs for One year from the date of acceptance planting must be taken into account so that replacement -ants atch existing -ants of the same shon or noted on plantingplan/grading lan. 19 P Y by the District. At the .end of this period the District shall inspect the project with the Landscape .Contractor. to verify P g p P g P P g p that systems are working properly and plants are in good condition and project is correct. The Landscape Contractor variety. shall correct any problems and turn project over to the District. B. Hold all finish grades for planted, gravel, or cobble areas a minimum 1 1/2 below adjacent flatwork.: or as directed by the Landscape Architect/General Contractor. C. All areas to be planted in turf shall be smoothed with rakes and floats to the satisfaction of the Landscape Architect/General Contractor. Hold finish grade for sod areas 1 1/2" below adjacent flatwork unless C.V.W.D. DRAWING APPROVAL instructed otherwise. DATE D. Remove all objects such as rocks, debris, clods, or other extraneous material from the topsoil and r 02/26/07 transport away from fob site. CHECK 604.4 PROJEC E. Refer to additional grading and drainage specifications in Construction Manual. • DWG. No. RECOM 36092 JOB 06-3071 3.03 HEADERS E of ENc�N R�Nc. Underground Service Alert C&C AERIAL MAPPING CORP. A. Install headers per manufacturers recommendations or installation detail. REWSION • DATE APPR. g & 109 East Arrow Highway San Dimas, California 91773 B. Landscape Contractor shall line out on' the ground the location of all steel and redwood headers for Call: TOLL FREE (909)599-0931 Fax (909) 599-4276 Landscape Designers review, approval, and adjustment prior to any installation of headers. Immediately o -HOO This map has been compiled in AUTOCAD VERSION 14, using a DAT-EM Mapping system with universal stereoplotters. after layout approval, Landscape Contractor shall stake the approved layout with 12" wood stakes. Our jobs comply with notional ma accuracy standards, except Stakes are to be a maximum of 4' O.C. on curves. r( 227 2600 � PY P Y P where ground is not visible, like areas of heavy trees, clear areas in-between trees with no stereo images, heavy brush, heavy shadow, or blind areas in the back of some structures or tall buildings. We comply with map accuracy standards from ASPRS and American Congress on surveying and mapping L-6 ° printed by U.S. Department of the Interior. TWO WORKING DAYS BEFORE YOU DIG Photography Date: 1 1 -15-06 SCALE.•, AS SHOWN COACHELLA' VALLEY WATER DISTRICT DESIGN BY ----� -- -- Co a c h e ll Rfl LAND CONCEPTS KJG -- a, California PROJECT N0, landscape architecture and installation DRAWN BY: COACHELLA VALLEY GM palm desert, ca ING SPECIFICA TIGNS LAYouT.'WA TER DIS 760.324.7700 - TRI C T F o .- 75-243 SANTA FE TRAIL PALM DESERT, CA 92211 JOB NO.: _ REV DESCRIPTION ENGR DATE APP "0 DATE NORTHEAST CORNER OF SECTION:13 TOWNSHIP: RANGE_ DWG. NO. 9 OF 9 4 1 I I I UNDER6ROUND IRRIGATION 5Y5TEM c. Cover: Make trenches for piping deep enough to provide minimum cover J. FIELD QUALITY GONTROL AND IN5PEGTION GENERAL CONDITIONS c. Poi swill Pi e: Linear low densit of eth line black in color, O.D. 0.4Q P P 9 P gl' P d. Install at feast two extra wires from multi -Station controllers. to heaviest _ - _ -__ g _ Pipe. _ _ y , - from finish grade as follows: ianted most sun wind ex ored area of controller for moisture Sensor -C1vP OquTer'5s AVthz�riz-6d Representative tree M working ; flr arNing and gel r cal pra�s1an5 0# �ontr�ct, including enera and p ementary wall" thickness 0.20, pressure rating 80 SI at 110 degrees F. p � P observation at following stages. Contractor must have field 'as -bunts', on m lay, u Conditions and ecificotionr sections, apply to work of this section. _ hook-up. 9 9 - y P 5P PP y 24 inch minimum cover over solvent welded pressure piping to 2 Inch size. to date before each -state of inspection. 3. FITTINGS 13. Electric Control Valves: According to detail. A. DE5GRI PTION OF WORK g -24 inch minimum cover over valve control wiring. I. Mainline: After installation of pressure pipe, controller, remote control valves, a. PVC Solvent Weld Fittings: shall be injection molded, IP5 deep socket ta. Install where shown on plan. Install valves no further than 12 Inches from P P P 1. Furnish all labor, material, equipment, tools, permits, transportation and perform style Schedule 40, Type 2 PVG, 5DTM D 2466 with N5F seal of approval. mainline unless absolute) necessary. and wire. Backftii only between joints and fittings; leave them exposed. P P y yP PP -12 inch minimum cover over non -pressure piping to Irrigation head bubblers y y all operations, for the complete installation of the irrigation system as, shown on Tee5'5 and ell5'5 are to be side gated. the drawin sand herein specified, IOOSK coverage of all trees and shrubs. and emitters. b. No Soil will be allowed in valve boxes. a. Static test for six (6) hours at 125 PSI. g P g b. Primer for PVG pipe: As recommended pipe and fittings manufacturers. P P by P P 9 c. Control Wire: Shall be UL approved for direct burial in ground, with b. Tests shall be observed and approved by the Owner's Authorized 2. Explanation of drawings: the irrigation design 15 diagrammatic. All irrigation 10. Utility Connections: maximum voltage drop of 5%. b. Rigid PVC Under Paving (streets drivewa 5 and sidewalks): Type 1, Grade 1, Representative prior to backfill, before rock base in installed and before equipment shown within paved areas is, for design clarification only and shall be g g y yP Contractor shall connect to Point of Connections as indicated on drawin asphalt paving is, installed. installed In !anted areas. Due to scale of drawings, it is not possible to Indicate Schedule 40, IP5, A5TM D 1785. Pipe shalt be continuously marked with: a O g d. Valve control wire shall be a solid color, common wire shall be, white. P P g p p Manufacturer's name, nominal pipe size, PVC type, pressure ratio and N5F seal. Contractor shall verify exact location in field. if there is a ma or deviation all offsets, fittings, sleeves, etc., which may be required. Carefully investigate p p yP P g y j Other single wires shall be striped two (2) color jacket. e structural and finished conditions affectin all of this work and Ian this work between plan and field locations, notify Architect so necessary adjustments c. Lines shall be tested before and after installation of bare material to the a a 9 P Poly in density I la n for, O.D. 0.4cl can be made. determine the responsibility of an broken lines. accordingly, furnishing such fittings, etc., as may be required to meet such conditions. c. o y sw g Pipe Linear low d y polyethylene, black I co e. Valve control wire shall have no burled initne splices; all splices shall be P y y The work shall be installed in such a manner as to avoid conflicts between irrigation wall thickness 0.20, pressure rating 80 P51 at 110 degrees F. In a valve box or 'unction box. GonnectIOn5 shall be made crimping bare b. Electrical Service: Contractor shalt furnish and install all electrical J � P g d. Contractor shall provide all equipment for hydrostatic tests. 5y5tem5, planting and other features. wirer, with brass trim in sleeves and sealing in UL approved #35-10 P y 3. FITTING COMPOUNDS, 50LVENT5 AND WRAPS compo�►ents complete in place to provide service at the locations shown on P 9 9 PP the plans. Installation shall include, but not limited to, meter pedestal, service Scotchloks, Rainbtrd Snap-tttes, or equivalent. panel with circuit breakers, conduits and conductors to provide a fully2. .Lateral Lines: After Installation of non -pressure pipe and riser. - Backfill B. RELATED WORK p P a. Rigid PVG to PVG site joints shall be solvent welded with pipe solvent: f. Install wire below irrigation pressure lines to a minimum of 3 feet of only between joints and fittings; leave them exposed. Complete flushing prior Examine all Drawings and ecificatlons ertinent to the proper completion of A5TM D 2564, N5F approved. Used and applied in accordance with the operational system. All materials shall by subject to the approval of the g p loop 9 5P P P P P PP P extra wire in each valve box, both control and common wire. Make 12" loopto testing. Architect caner. � ArchttE t / O the work. Coordinate Installation of the Irrigation material, including pipe and wiring, manufacturers specifications. at 50 foot intervals along wire run from valve to controller. Provide conduit 1. so there shall be no interference with other utilities or other construction trades Contractor shall locate cut and fit adjust and clean all existin conduits where wires run under paving. Take care not to damage wires when a. Test for two (2) hours at 100 PSI. b. Primer for PVC, Pipe: As recommended N pipe and fittings manufacturer. c' g P g g or problems fn planting tress, shrubs, groundcovers and lawn. _ and junction boxes as necessary for the satisfactory installation of electrical backfiiling trenches.. rervichs and conductors. All related cost shall be included in Alternate Bid 3. Completion of System: When the irrigation system has been completed, a c. PVC to metal joints shall be made with t ng s male adapter ht eneting or PVC r Electrical Service and no additional compensation shall be made . Install at least two extra wire from single station controllers to heaviest performance test shall be done in the presence of the Owner's Authorized G. GODS REGULATIONS, PERMITS AND FEES Schedule 80 threaded fittings. The 1T1G fitting shall be hand tightened, plus item f0 gg g g g P there for. planted / most sunshine exposed area of the valve for moisture sensor epresentative to determine If coverae of water to the planted areas Is I. Obtain and pay for all permits and pay for all inspections, connections and !turn with strap wrench. Joint compound shall be Permatex Type iI or Teflon tape. hook-up. complete and adequate. other fees. dGontractor shall connect to wiring provided according to plan details. d. Metal to Metal joints: graphite and oil lubricant or Teflon paste . on male 14. Valve i3oxes: Alt remote control valves shall be installed in plastic valve a. The Gontractor shall change any heads, as may be required to provide 2. All work and materials shall be in full accordance with the latest rules and threads only. box. box shall be set flush with finish grade in planting beds. Ltd shall be satisfactory coverage at no charge to the Owner. regulations of the National Electric Code: the Uniform Plumbing Code, published 4. CONDUIT AND SLEEVES ll. Pipes and Fittings install according to details: marked to correspond to controller and station number. by the Western Plumbing Officials Association; and other applicable State or local permanently P b. Goordinate observation with completion of planting. laws or regulations. Nothin in these Drawin s of ecification5 is to be construed For use under pavingas, sleeves for irrigation pipe and conduit for control a. Locations: Where site conditions do not permit locating piping, valves, 15. Backfilnn 13ackfill shall not be laced until the installed Irrigation system K. RECORD D'2AWINGS to permit work not conforming to there codes. wire shall be PVG: Type 2, Grade 1, 5chedule 40 and heads where shown on plan, notify Architect immediately to determine g P g y relocation. has been inspected, approved, and tested in the presence of Owners Authorized The Contractor shall maintain in good order in the field office one complete set of better quality Representative. prints of the irrigation drawings which forma part of the Contract, showing all water a. 1 larger the Specifications call for materials or construction of a b q y 5. IRRIGATION CONTROLLERS: Shan be as noted on plans. b Handlin : Handle plastic pipe carefully; do not drop off deliver truck lines, heads, valves, controllers and stub -outs. In the event any work is not installed or larger• size than required s the above mentioned rules and regulations, the g P P P y P y a. Backfill material shall be an a roved sand soil or sand. Unsuitable as indicated on the drawin 5, such work shall be corrected and dimensioned accurately provision of the 5pecificationr shall take precedence over the requirements cover PVG to .give protection from sunlight (especially from summer sun). PP y 9 y for shall furnish without an extra 6. ELECTRIC CONTROL VALVES: Shall be as noted on plans. material including clods and rocks over 2 I/4 Inches in size, shall be removed from the building wally, street curbs, etc., on these record drawings including proper of the said rules and regulations. The Contractor y charge an additional material and labor when required the compliance c. Gleaning: Keep pipe clean during installation by plugging or other from the premises and disposed of legally at no cost to the Owner. (Installed depths. g y qa not be mentioned in these 7. ELECTRIC CONTROL WIRE: 600 Volt Type OF #i4-1 copper minimum size). accept; able means, remove caps or plugs only when necessary to continue sand to be 2 below pipe and 4 above pipe If solid conditions are rocky). - with these rules and regulations, though the work may yP pp ( ) assembly. 1. Upon cormpletion of the work, the contractor shall give to Owner 'as built' mylars particular Specifications or shown on the Drawings. b. All backfiiling for mainline shall be done in 12" lifts and tamped to cIO% (3 mil minimum). 8. VALVE BOXES: As, noted in details. „ The Contractor shall supply laminated (8 I/2 x II) diagrams of 'As -Built' irrigation System d. La�ovt: Run and arrange approximately as shown on plan. Verify compaction and back -filling under asphalt or concrete shall be done in 12 D. V151T TO THE 51TE Valve boxes to be green in turf areas, tan in planters. locations before installing pipe. lifts and mechanically tamped to q5%. Compaction in planting areas shall only to be located in the controller enclosure. Diagrams to show valve, quick -coupler, end self I. The Contractor shall visit the construction site and shall take all measurements e. Joining of Pipe: The Contractor is responsible to be familiar with any and be equal to adjacent soli so trench will not settle. flushing valve and mainline locations. In addition, diagrams shall show valve irrigation zones. and obtain any other information as, may be necessary for a complete and conr,lv5tve bid. L1. IRRIGATION HEA05: all methods of assembling, joining, and installation of the various types pip shall be as specified on plans. e to be used. He will adhere in strict accordance with manufacturer's recommended c. More excavation or 'hacking' 15 required under concrete pavement, Installation procedures. sidewalks, roads, etc., care shall be taken in back -filling with sand, tamping, L. GLEAN -UP E. LAYOUT OF WORK 10. BAGKFLOW PREVENTION ASSEMBLY: verify with the local Water and inundating with water. During construction, the Contractor shoo keep premises as clear as, possible of District and Local Health Codes. in event of any conflict on device approval the I. ;Ali pipe shall be assembled free from dirt and pipe scale. Field cut materials and debris, and upon completion of the work under this section, the Contractor 1. The Contractor shall stake out the Irrigation system as, shown on the Drawings. These Landsca a Designer shall be notified PRIOR TO THE BiD OPENING. P P areas Shall be checked the Contractor and the Owners Authorized Representative P g ends shall be renamed and trimmed of rough edger and burrs. Na sawing d. If settlement occurs .along trencher and adjustments to pipe, valves, heady, shall remove from the premises all surplus materials, tools, equipment, rubbish, and debris of PVG pipe shall be permitted when assembling pipe for emitters. All soil, or paving are necessary to brio the s stem, soil, or paving to the proper before construction is started. Any changes, deletions or additions shall be determined P 9 ry g y P 9 P P resulting from his work and leave the installation site to a clean, neat condition. All - IL GATE VALVE (threaded 3 and smaller): AWWA non -rising stem, 200 P51 chaanges in direction of pipe shall be made with fittings. level of the permanent rode; the Gontractor, as, art of the work under at this check. No walks or paved areas shall be sprinkled. The drawings are schematic p g P Stockpiling of soil shall be watered daily for dust control. - _ W>O>6>, valve body shall be of 85-5-5-5 bronze, ASTTT B62, with bronze solid _ ____ _ this Contract shall make all ad urtments without extra cost to the Owner. _ m Ghet�k-<a1i-drewvtn s_tomake-sure thiat is ork to y onl y-vniess specifically dl ensioned. g --� --►N - Hodge disc with screwed ends or the same as Red and 1Nhite #206 setter. 2.'-Reducer tees shall be used at ail head titers where a pipe size � _ j - - -- -___ _ _ _ '"� - conforms to all conditions shown hereon. Exact locations shall be determined on the job Place in Garcon box with lid marked 'G.V'. changes. Bushings shalt not be allowed where reducer tees may be used. - - - to suit the actual conditions; verify with Owner's Authorized Representative any variations. PI. C saddles shall not be allowed. e. it is recommended that backfi{I be made first thing in the morning while M. OPERATION Locations as determined are the Contractor's responsibility and and changes required 12. IRRIGATION CONTROLLER ENGLO5URE: Shall be 05 specified on plans. I pipe and soil temperature and approximately the same. if back -filling is I. Adjusting 5y5tem: Prior to acceptance, adjust and regulate the entire system. because of such actions shall be by the Contractor at no extra cost to the Owner, first making r required during heat of the day, water shall be run through PVG pipe to Set watering schedule on controller appropriate to types of plants and season f. Solvent Weld Joint: Prepare joint by rst a g sue the pipe end Is 13. FLUSH VALVE: END SELF FLUSHING VALVE: Shall be as, specified on cool pipe for contraction purposes, I of year. 2. Contractor shall connect irrigation system to water supply points of connection plans and detail. Square, then debarring the pipe e-nd and cleaning pipe and fitting of dirt, dust and moisture. 2. System Layout: Provide reduced prints of record 'as -built' documents Irrigation as, indicated on drawings. f. surplus earth remaining after backfiiling shall be disposed of legally off plans, laminated in 4 mil plastic, of size to fit controller door. Color code areas 1. `Dry insert pipe into fitting to check for mis-sizing. Pipe should enter the premises. covered by each station. Affix plan to inside of controller door. 3. Gontractor shall connect controllers to electric supply at locations as Indicated 1. EXECUTION fitting 1/3 to 2/3 depth of rocket. on drawings. 16. Irrigation Heads: Install according to detail. Spacing of heady shall not Installation General: 5chedute and coordinate placement of material and equipment 2,1 Goat the inside socket surface of the fittingand the external surface exceed the maximum indicated on the drawings. in no case shall the spacing N. INSTRUCTIONS 4. Contractor shall be responsible for minor changes caused by site conditions. in a manner to effect earlier completion of work in conformance with construction and of- the male end of the pipe with solvent -cement. exceed the maximum recommended N e manufacturer. progress schedule. I. After the system has been installed and approved, the Contractor shall instruct 3,' Insert pipe immediately into fitting and turn 1/4 turn to distribute cement the Owner's Representative on the complete operation and maintenance of the F. SUBSTITUTIONS I. The Contractor shall not wilifull install the Irrigation system as shown on the grid remove air bubbles. The pipe must seat to the bottom of the rocket a. After all piping and risers are in place and connected, and prior to the irrigation system. The Contractor shall provide the Owner, or his representative, drawings, when it is obvious in the that obstrguctions,y grade, differences, or grid fittin Check alignment so pipe and fitting are without strain to installation of irrigation heads, control valves shall be opened and a full head before, final payment is made, the following. 1. Equipment called for In this design are called out by manufacturer and model g g g' g P P P y g` differences diffin the area dimensions exist that might not have been considered in either, of water used to flush out the System. number. This equipment is Intended to be descriptive to Indicate the quality and g a. Operation instructions for all components of the Irrigation system. product that will operate, satisfactori characteristics of the the engineering. Such obstructions of differences must be brought to the Owners. P P y Authorized Representative. 4,: Hold joint still .for approximately 30 seconds and then wipe the excess b. All heads will be installed above grade on either threaded PVC, roving joint b. Reproducible prints of 'a5-bullt5' drawings as described herein. cement from the pipe and fitting. or poly swing pipe, unless otherwise noted on plan. No outlets below grade will o. Submittals offering 'equal' products will be considered for approval if such products are determined the Landscape Architect to be equal in 2. The irrigation system design is based on the minimum operation pressure and 5;. Cure joint a minimum of 30 minutes before handling and at least b be permitted. P P the maximum flow demand shown on the irrigation drawings at each point of all respects to the brand name products. s g 9 P hctvrS before pressurizing. connection. The contractor shall verify water pressure prior to construction and c. Filtration and pressure regulator settings will be according to manufacturer's c. Reduced cople5 of weatherproofed 'as -built' system layout as described b. Written approval from'the Owner shall be required for an equipment or shall report any difference between the water pressure indicated on the, drawings g. Thr'eoded Joint: Field threading of plastic pipe or fitting 15 not permitted. specifications to obtain best head performance. herein in controller doors. material substiitutlon. q y a q P and the actual pressure reading at the point of connection to the Owner's Factory formed threads only will be permitted. Authorized Representative. d. All spray heads are to be set back a minimum of 6" from any paved area, d. Copy of written guarantee and Gertificate of Insurance. h. Fa.aor made nipples shall be used wherever possible. Field -cut threads -- c. The Contractor Shall be responsible for the performance of substituted y- PP P e, mow strips, curbs, sidewalks. P P 3. The Contractor shall erect and maintain barricades, guards, warnin signs, and in metallic pipe will be permitted only where absolutely necessary. When g'' P equipment and material � g g field threading cut threads accurately on axis with sharp dies. e. Provide all equipment called for by the drawings, and to the Owners lights as necessary for protection of the public and workmen. Delineation and 9 y rp e. Emitters shall be installed accordin to detail. All PVG pipe will be cut d. If substituted equipment or material rover unsatisfactory in the opinion protection devices will be inspected a ublfc works inspector and shall comply 9 P P Authorized Representative, at completion of the maintenance period, three (3) P y P P P by P P P y 1. All threaded pressure joints shall be made up with pipe joint compound. with PVG pipe cutter, Solvent -cement wiii be sparingly applied to avoid runs each of ali operation and servicing keys, wrenches, and any special tools of the Owners Representative, the Contractor shall remove and replace the with all city and state standards. A I com ound to male threads onl and puddling in pipe and fittings, all pipe will be double flushed. End substituted equipment or material with original specified equipment or material PP y P y P 9 P P g P P required for operation, servicing, and maintenance of all heads, values, and 4. An existing a uI ment, I in a coverin , sewers, sidewalks, landsc in flushing valves will be installed according to detail and plan. controllers. at not additional tort to the Owner. y g G. P P P 9 PIP 9 aP 9 j. i+dh�re assembling metallic piper to metallic fittings or valve, no more than etc., should.be located and protected prior to commencing work. Damage by the three (3) full threads shall show when joint 15 made up. f. The contractor shall flush and adjust all irrigation heads, for optimum 17. As -built plans shall be provided at the completion of project. Contractor during the course of his work shalt be replaced or repaired by the 6. 5UPERV15ION AND WORKMAN5HIP Contractor in a manner Satisfactory to the Owner's Authorized Representative and k. Where assembling to threaded plastic fittings, take up joint no more than performance. at the ,Contractor's own expense, and before the final payment is made. one full turn beyond hand tight. Layout Changer, Arrangements, positions, and connections of pipes, I. The Contractor, personally or through an authorized and competent representative, g' y g g P P P O. WARRANTY ` shall supervise the work constantly, and shall as for as, possible keep the some, foremen, 5. Water and Work ace: Water is available at the site without cost. Make 1. Where assembling soft metal (brass or copper) or plastic pipe, use strap valves, and heads may be adjusted as directed to accommodate conditions workmen or subcontractors on the job from commencement to completion. The and remove all temporary liner and connections. type friction wrench only; do not use metal jawed wrench. which may arise during progre55 of work. No additional compensation shall The warranty shall be retyped onto the Contractor's letterhead and contain the -workmanship of the entire job must in every way be first class, and only experienced P be made for such changes unless arrangements are made for charges m. Where assembling softpolyethylene I e and fitting, twist fitting into g g g following information: and competent workmen will be al lowed on the job. 6-- D5r ton of Services.• -Permisslon to r,hut off an water Rnes must be obtained 9 pipe 9 g prior to installation. y _ -_ pipe till Pv'1 insertion: ` from the Construction �upervi5or, who will make the necessary arrangements. "We hereby warranty that the irrigation system we have furnished and installed Disruption to existing systems shall be kept to a minimum. , h. Flushing of Lines: is free from defects in equipment, material and workmanship, and work has been H. MATERIAL i2. Irrigat an Controller: install according to detail and locate in general area shown on Ian with exact placement to be determined the Owner. completed in accordance with the drawings and rpecificatlons, ordinary wear and Ii materials to the system shall be new. All material and equipment and equipment shall 7. Verification of Finish Grade: Verify the correctness of all rough grades within P P t. nter load Main Liner: Flush fines prior to Installing remote control valves. tear and unusual abuse, or neglect expected. Equipment is controllers, valves, A yothe work areas in order to insure the specified pipe depths of the system piping a. Connect control wires to controller In a sequential arrangement according Center load piper. arrive at the site location in manufacturer's original shipping container. with Owner's Representative. q• g g and irrigation heads. Material is all pipe, fittings, and wire. We agree to repair to assigned identification numbers of the valves. Control wires shall be I or replace any defects in material or workmanship which may develop during the I. PRESSURE PIPE, comply with the following: labeled at controller and at valve box lid with control valve number. h. Non -Pressure Lateral Lines: Gap risers and flush lines prior to installing P y g` 8. 5y5tem Layout. Layout all heads, piping, and valves and make any minor irrigation heads. Starting at remote control valve, remove caps in sequence. period of one (U year from date of acceptance and also to reefers replace adjustments required due to differences between actual site conditions and the b. A small ma of area covered controller with valve locations shown Replace cap before removing next cap in line. any damage resulting from the repairing or replacing of such defects at no a. PVG (2-I/2 inch and smaller to be solvent welded): .Type I, Grade i, schedule P � additional cost to the Owner, after receipt of written notice. In the event of our 40 (unless otherwise noted on Ian), IP5, and ACT D 1"185. Pipe shall be drawings. Minor adjustments, shall be maintained within the original design intent. shall be placed inside, controller. P P Layout each System usin staking method method as, roved Owner's failure to make such repairs or replacements within a reasonable time after receipt continuously marked with: Manufacturer's name, nominal rite, PVG type, pressure, y y 9 9 approved � rating, NSF real and date of extrusion. Representative. Maintain and protect approved staking layout. c. Gannett system electrical to wiring Stub -outs provided, with conduit to of written notice from the Owner, we authorize the Owner to proceed to have said structure. Put oil connections in splice boxes. repairs or replacements made at our expense and we wilt pay the cost and charges, b. Seamless copper water tube, ACT B 85, Type 'K', drawn temper. cf. Excavating and Trenching. Shall be open vertical construction ample in size therefore, upon demand. PP y to permit the piping to be laid at the elevation intended and to permit ample c. Brass screwed pipe shall be red brass conforming to Federal Specification space for joining. Trenches for pipe shall be cut to required grade liner, and # WW-P-351. compacted to provide an accurate grade, without settlement, and have uniform P. PAYMENT hearing for the full length of the line. Restore all surfaces, existing underground -N O t E Payment for irrigation items shall be made at the contract unit price and shown for the 2. NON-PRE55URE PIPE (downstream from circuit valves) comply with the following: installations, etc., damaged or cut as a result of the excavations to their original various Items and shah include full compensation for all labor, materials, tools, and condition and in a manner approved by the owner. Gontractor shall back -fen all GONTRAGTOR TO CONTACT THE CITY LANDSCAPE INSPECTOR FORvarious necessary to install the irrigation system complete and in place, as described a. Rigid PVG: Type 1, Grade 1, Glass 200, A5TM D 1784. Pipe shall be trenches immediately upon installation of pips. PRESSURE TEST ON MAINLINE PRIOR TO BAGKF I LL I NCB TRENGHES. in the contract plans and these contract specifications. continuously marked with: Manufacturers name, nominal pipe size, PVC type, 5DR, N5F seat and date of extrusion. a. More possible, mainlines may occupy the same trench as lateral lines, or use (refer to irrigation plan) provided minimum clearances are maintained as specified. Run piping and NOTE: WHEN,IRRIGATION TION SPECIFICATIONS CONFLICT WITH IRRIGATION DETAILS THE IRRIGATION DETAILS SHALL TAKE PRECEDENCE. __ -R, id -PVC: -T e`t, tirade-I,-5chedut�40,1PS and ACT D 1-185. Pipe, shall be - and. control in common trench wherever possible. _ zJ yP P -- -- continuously marked with: Manufacturers name, nominal pipe size, PVG type, pressure rating, N5F seal and date of extrusion. b. All irrigation lines shall have o minimum horizontal clearance of two inches from each other. All irrigation lines shall have a minimum horizontal clearance or 12 inches from the lines of other trades. No lines shall be installed b. Rigid PVC Under Paving (streets, driveways and sidewalks): Type I, Grade I, parallel and directly over another line. GENERAL NOTES schedule 40, iP5, A5TM D I785. Pipe shall be continuously marked with:6. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS Manufacturer's name, nominal pipe size, PVG type, pressure rating and NSF seal OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA 1. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S 2. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM .OPERATING PRESSUREAUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE. AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO 7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS t DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR THE LOCATION AND THE THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT INSTALLATION OF -PtFE SLEEVES THROUGH WALLS UNDER ROADWAYS PAVING STRUCTURES ETC. REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL ' RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 8. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION C.V.W.D. DRAWING APPROVAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL .WIRE .SLEEVES OF �(� CHECKED: ®ATE 3. 120 VOLT ELECTRICAL POWER -0UTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL 8E SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS. / , t�J 02i26/07 PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO : PROJECT ENcrNEE MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OULTLET TO THE AUTOMATIC CONTROLLER. 9. CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE DING. No. 4. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS TEST OF MAINLINE PRIOR TO BACKFILLING TRENCHES. CONTRACTOR FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY. IS TO MAKE .SURE THERE IS ENOUGH PRESSURE TO RUN .THE IRRIGATION SYSTEM BEFORE REcoMM D 36091 JOB 06-3071 COMMENCING WORK. DR OF ENG1N ERW : ... CONS LICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. • C&C AERIAL MAPPING CORP. REWS10 DATE APPR Underground Service Alert 109 East Arrow Highway 5. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM .11 San Dimas, California 91773 PERFORMANCE AND TO ALLOW FOR. NO OVERSPRAY ONTO WALKS, ROADWAYS AND/OR Call: TOLL FREE (909)599-0931 Fax (909) 599-4276 o _ This ma has been compiled in AUTOCAD VERSION 14, using a BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE 8OO DAT-EMpMapping system with universal stereoplotters. EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN 227-2600 our jabs comply with national map accuracy standards, except THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. where ground is not visible, like areas of heavy trees, clear I areas in-between trees with no stereo imoges, heavy brush, {�/j heavy shadow, or blind areas in the back of some structures 11 or tall buildings. We comply with map accuracy standards from ASPRS and American Congress on surveying and mapping printed by U.S. Department of the interior. TWO WORKING DAYS BEFORE YOU DIG Photography Date: 1 1 -15-06 SCALE. RV6 I AS SHOWN COACHELLA VALLEY WATER DISTRICT - - - - -1 I I I DESIGN BY- ,�� -=--=--- -- =-- o a RoCI L-5 LAND CONCEPTS KJc C Ichella, California ,ZfAft . - __ PROJECT NO. landscape architecture -and installation DRAWN BY.• - COA CHELL A VA_ LLEY GM - = - - -4 - palm desert, Ca L�l I LAYOUT -WATERIRRIGA TION SPECIFICA TIONS 9� �� 760.324.7700 - - DIS T F - . P GR AT APP.9D DATE of AL��a 75-24J SANTA FE TRAIL JOB NO.: REV DESCRIPTION EN D E PALM DESERT, CA 922119 - NORTHEAST CORNER OF SECTION:13 , TOWNSHIP:6S , RANGES DWG. NO. 8 OF 36091