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8071See below for Finance Revenue Codes . 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: 7/13/2008 LOCATION OF CONSTRUCTION: Avenue 62 and Monroe Street PURPOSE OF CONSTRUCTION: Pipe Installation -Pump Station; Steel Water Tanks; Steel Pipe DESCRIPTION OF CONSTRUCTION: See Specification #2008-2 DIMENSION OF INSTALLATION OR REMOVAL:. 2000 feet of 48" Pipe Installation APPROXIMATE TIME WHEN WORK WILL BEGIN: 9/1/2008 TIME OF COMPLETION: 6/1/2009 ESTIMATED CONSTRUCTION COST: $5,750,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS Permit for Work Within the City Limits of La Quinta ONLY 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 occuring 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)-7-T7- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior rtto_1:30 P."t least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent CVWD - Dan.Charleton P.O. Box 1058, Coachella, CA 92236 760-398-2651 Name of Applicant Business Address Telephone No TC Construction Co., Inc. - Duane Morse Name of Contractor and Job Foreman 87004773 _ Contractor's License Number Old Republic General Insurance Company Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I 10540 Prospect Ave., Santee, CA 92071 Business Address , I Finance Revenue Code Inspection Fee E-1 $0.00 Permit Fee AE_1 $0.00 I As -Built Deposit E=A $0.00 Cash Deposit -Surety Bond, E=B 0.00 if required TOTAL 0.00 -- J 619-448-4560/619-726-3154 Telephone No. 402459 City Business License No AlCA50110803 Policy Number -Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 8.071 DATE ISSUED: 17110l08 EXPI"ON DATE: I Z 0� D BY: � WORK INSPECTED BY*: " I PERMIT COMPLETION DATE`: i If the work is covered by a Subdivision Improvement"Agreement, Subdivider shall request final acceptance of improvements from the City Council._ PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT tilglnq� I I V V C V wo Tract No: .Project Name: Di M GtOandw I'tr 440.re Vicinity: uc < (,Z wi d A Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) Description o Construction (Ex: See Plan Set No. 01234) S i �. � 2004- Dimension of Installation or Removal: Low fGa 0 4V PIF& i nS q(J l0� �91 �r_ '1S 26of ";0,. Approximate Construction Start Date: 9 f 104 Approximate Construction Completion Date: b 1 Estimated Construction Cost: $ E 0,000 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent. resurfacing and or replacing improvements RECEIVED. JUIN 1 3. '2008 AXWORKS Contact Name: CV w P Phone Number:-� Name of Applicant/Owner: To c VW Applicant Address: . BaX I Applicant Telephone Number: Name of Contractor: TC COr% r H n Co • I C. — vivt ", Contractor Address: 1 40 r9 Pf,G vf-, �cG CA, 9u-fi Contractor Telephone Number: 414-.4%-N5606 - o Contractor State License Number: 402. Contractor City Business License Number tA71 b[A471 "1*-"S A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST IIE PROVIDED Applicant or Contractor GenenA Liability Insurance Company: a l lG I Ii "s." VQ.;'1 cx- COYYt 0.Y1 Applicant or Contractor General iability Insurance Policy Number: A I CCh 5oil 0-10-2- eyP. 11101106 Office Use Onlv: Inspection Fee: p� Permit Fee: As -Built Deposit: 0 Dust Control Deposit: 0 Credit 10 - Amount.--- - TOTAL FEE DUE: Q 1,(0-3a8-2657 ( Sg,(Mc6la�eA gzz36 Office Use Only: Assigned Permit Number: 4�Q I Approval Date: Expiration Date. Issue Date: --Adnunistrative•Authority.- - -• �a��LUh1.i4q�.0 Tar QuWai t o-Ale ice.®w4h PUBLIC WORKS DEPARTMENT F 9 APPL,ICA.'TION FOR PERMIT Date: b(9'os Tract No: 3q Project Name: bi # y Gr0%A1%d / 1Xr Reckvirge Vicinity: ve t W, n �P, Purposewof Construction (Ex: Rou�I�)gh Grading, Offsite Street etc:) Ea s�l�n • 5��c,1 �.r 1 an 5 a SCR I Pi Description o Construction (Ex: See Plan Set No. 01234) .�91Sve Li l� Aba,. IX 10006- Dimension of Installation or Removal: Z000 fee, of 4, pipe, ins g1101H0rA Approximate Construction Start Date: 1 000 Approximate Construction Completion Date: b 11109 Estimated Construction Cost- $ E -1-50, 000 Estimated Construction Cost shall include the removal of 811 obstmetions, materials, and debris, back -filling, compaction and placing permanent. resurfacing and or rcplacing'improvements Contact Name: Kevin VQS�e_r Phone Number: 61q' aoL' 6Z�6 Name of Applicant/Owner: ev, Dq C 1 VW Applicant Address: 10 S40 3rdsafC-� Alk-., ',Q4u (A 9zd}j Applicant Telephone Number: (jq-q®Z- &2_ QU Name of Contractor: T(,' C0n5 f M n Co. -,I G. Contractor Address: 10540 Pr�01 Avt.� Sc 4- q, CA., q ZOO-) Contractor Telephone Number: 610 —Nay Contractor State License Number: L_ `J Contractor City Business License Number: A COPY OF THE CURRENT INSURANCE CERTIFICATE MTJST BE PROVIDED-4 Applicant or Contractor Gen6rak Liability Insurance Company: d 11G I IY1GiuvGt>s'►ce, Coom Applicant or Contractor General iability Insurance Policy Number- A I C 5Oil 0-102 E:Xp. 111 01 1 09 Office Use Onty: Inspection Fee: Permit Fee: As -Built Deposit: Dust Control Deposit: Credit TOTAL FEE DUE: Office Use Only: Assigned Permit Number. Approval Date: Expiration Date: Issue Date: - Adntinistralive•Authority-•- f,� Q City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 8071 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 (W) to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ 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. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinatedto 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 (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (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 ( 3 ) 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. 2 3 IN PERMIT NO.8071 CVWD — Dike No. 4 / Install 2000 FT of 48" Pipe / Avenue 62 W/O Monroe Street In addition to the standard permit conditions, the following shall apply: 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. The permittee may only work at night if approved by the City Manager. If approved by the city manager, night work may be halted if the city receives complaints about the night work. CVWD (Dan Charleton) and/or TC Construction Co. Inc. (Duane Morse), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Coachella Valley Water District is hereinafter referred to as "Permittee". As a public agency, the Permittee is entitled to pay only direct expenses incurred by the City while administering tasks related to the permit, in lieu of paying the standard encroachment permit fee adopted by the City Council. City staff and its contract staff will maintain monthly time and material ledgers of expenses (see last page) incurred, and the City will invoice the Permittee on a monthly basis for the accrued cost. The "T&M" note, and the "TBD" note, that appear in the "Comments" section on the face of the permit form, respectively mean "Time & Material" and "To Be Documented" and is a reference to the direct expense method defined in the previous paragraph. 6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 7. - Operation and maintenance of equipment. within one-half.mile of human occupancy shall be performed only during the followingtime periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:60.p.m. May 1 st 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) neither before 8:00 a.m. nor after 4:30 p.m. 8. 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 setup after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is to be altered in any way. Page 1 of 7 PERMIT NO.8071 CVWD — Dike No. 4 / Install. 2000 FT of. 48" Pipe / Avenue 62 W/O Monroe Street 9. The permittee is responsible for obtaining a valid separate permit from other City, or County jurisdictions if any of the work or traffic control devices extend into other City, or County right of way. 10. In accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC), the 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. 11. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 12. A traffic control plan shall be prepared in accordance with the MUTCD and submitted to the City for review and approval prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Apply the following when applicable: A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 13. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at -1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 14. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 15. The permittee shall be responsible for calling the city inspector to arrange the .city inspector to observe random trench compaction testing. 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 H at 777-7047 to determine the city inspector's phone number. Page 2 of 7 PERMIT NO.8071 CVVVD — Dike No. 4 / Install 2000 .FT of 48" Pipe / Avenue 62 W/O Monroe Street 16. 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: a. General Liability Insurance Company and Policy Number b. City Business. License c. Contractors State License Number 17. The permittee shall not encroach upon private property without prior written approval of the private land owner whom is being encroached upon. A copy of the authorization letter shall be provided to the city prior to start of the work. 18. 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 24hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 19. At the approval of the City Engineer, during work hours .and when no lanes are provided in the work area, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph Without the approval of the City Engineer, the permittee must maintain a drivable surface made of existing Asphalt Concrete or Portland Concrete. 20. 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. 21. Prior to excavating in native soils, the owner of the project shall have employed an archaeological observer for the site excavations within native undisturbed soils. The name of the archaeological observer must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the archaeologist determines the site is not to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 22. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking -on the paved R/W. 23. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours -prior to the start of traffic delays. Page 3 of 7 . 1 t PERMIT NO.8071 CVWD — Dike No. 4 / Install 2000 .FT of. 48" Pipe / Avenue 62 W/O Monroe Street 24. Backfill compaction within street rights -of -way shall conform to 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 compaction via 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. 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. 25. 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) within intersections and forty to fifty (40-50') in the longitudinal direction of the roadway 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. 26. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 27. Access and egress to all local properties shall be maintained at all times. 28. 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 Standard Specifications for Public Works Construction (SSPWC) 29. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 30. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 31. 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. 32. 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. Page 4 of 7 PERMIT NO.8071• CVWD — Dike No. 4 /Install 2000 .FT of 48" Pipe / Avenue 62 W/O Monroe Street 33. The permittee shall submit "AS -BUILT" drawing to the City within 30 working days after completion and acceptance of the project. 34. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. B. Flagger Safety Apparel L. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow,_white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Page 5 of 7 r r 1 PERMIT NO.8071 CVWD — Dike No. 4 / Install 2000 FT of. 48" Pipe / Avenue 62 W/O Monroe Street 35. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 1 36. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. m PERMIT NO.8071 CV" — Dike No. 4 / Install 2000 .FT of. 48" Pipe / Avenue 62 W/O Monroe Street Zlo of La Quinta AE F Sheet of Page 7 of 7 �1 -' - - -'_ _ G N�RA� NOT S'FO'17'l RAFF(C CMTF�OL AND'ROAO CLOSURES F. I - �' " ""` -- '" '�"''- • �•fl .All traffic control devices•for•ihis'proJect•shall••be In I . "" "' G!EHERAL NOTES FOR"TRAFFFC' ONTROL•ANU••ROAD-ZC09M.=S P. 2 accordance with the -manual of uniform traffic control devices-(Mll'fCD),:fhe � (MUTCD) California supplement and standard specification for public works construction. •:15. Coniractc`snail•Install 3 foot high post tube dellrLeators aton ed a of traveled w spacing 5G 3'eet 9'--. 9 aywith.a.ma:dmum . 1P� ��E�®■ �A Traffic control shown hereon the minimum required. Additional traffic of for closures detours and lane changes unless ottIt rwise noted. _ ' control may be required to facilitate public safely and traffic flow If deemed necessary by County of Riverside. 16. Contractor sr�g remove all conflicting rood markings. Temporary striping shall b g e approved by -g- SIGN County of Rlverslcf6. 3. The panel size of all advance warning signs shag be 36"x36°. All advance warning signs shall be at least eight feet high and deslgned to resist overturning in brisk winds. All advance warning signs shall be equipped with at least three 16' g flags for day use...... square oran a 17. Temporary signs shall be posed at least 24 hours, but no more than 48 hours In advance of the work g a fie sl ns shall b TRAFFIC DELINEATORS- Are to be ,...-., .. ., . _ ......,, .•, _ _ - :•-•• - •• • •.- _ .,_ �L.,- :.._ placed no more than 100 feet apart along the street and at shorter intervals If c..ondmans WcTm' .Controctotdlall check and maintain said signs on a daily basIs.ond replace them as placed @ 35' spa iring. Traffic 4. Nat used 9 . necessary. Direction change iTiusf •be 5. Throughout each work period, contractor shall Inspect traffic control (signs barricades, and delineators) ans maintain same in accordance with traffic control plans. 18. At the nd,feach day, contractor shag backfill and compactYellow, benches, place temporary sweep streets, place temporary traffic striping, remove traffic edge must be White. Channelizers must be control. .aod oven sheets up traffic.to traffic. Reflective. 6. All workers shall be equipped with an orange vest and hard hat at ag times. 19. Not used 7. All flaggers shall be trained and their sole duty shag be traffic control, All floggers shall communicate with each other and with equipment operators by radio to ensure safe 20. Not used H TYPE III BARRICADE movement of local traffic and pedestrians through the work area, Ail floggers shell wear reflective gear, QC, 8. Contractor shall maintain a 12' minimum lane width at all times. 21. Within three days of placement of final pavement all traffic control striping destroyed or damn ed, shall be restorE:•.1 In accordance with County of Riverside standards. g ® WORK ZONE A(,V-� 9. Contractor shag notify residents of impending work Printed notices shag be sent to all businesses and residences in the vicl 22 Existing lmr`iOV-Oments damaged or destroyed during construction shall be replaced by contractor in the work at least 14 days In advanced of the construction. nHy of accordance.,; i !1 Vie Cc my of Riverside standards, all at no cost to the owner. 23. In addition contractor shall notify in writing he following as applicable: fire department, sheriff, CHP, local news paper, bash pick conshuctiontof ua. emenaasphffic ca concrete trol base wn hereon for construction of waterline and appurtenances, up, school districts, RTA, post masters, and UPS. other work pavement asphalt concrete overlay, and for any Said notices shall first be a g p ' approved by Rubidoux Community Services District and shall contain a general description of, the work, 24. All work she:; b performed between the hours of 7:00 am to 5:00 pm. Ali trenches shall be dates, work to be performed, and description of areas where travel and porkIng will be restricted. backfilled, com:.;K7cted, and temporary asphalt pavement placed at the end of each work period and 10. Access to private property shall be maintained at OR times. the streets oiler: �d to'traffic for all directions 25. Contractor, t--?r%)rrning work on a public sheet shall Install and maintain control devices as shown 11. Contractor shalt provide access for local residents, emergency vehicles, mall delivery, y operations, and refuse routine utility herein, as well r„ a1y such adc"onal devices as may be required to insure the Safe movement of traffic collection vi all times, and pedestrian.::n,c;ugh or around the work area. .2. There shall be a minimum distance of 5' between any open trench and the nearest traffic lane, No open trench ad)acent to a 26. The Count of traffic lane shall exceed 300 feet, ,� Riversde reserves the right to observe this traffic plan In use tatld to make any necessary chop:.+e- as field conditions warrant Any changes shall supersede these plans. 13. Contractor shall post special advanced notification signs Indicating duration of construction, a minimum of.] week prior to 27. All traffic cor:froi devices slag be construction to inform the public of the pending work kept a their proper position at d times, avid shall be repaired, replaced or cie _ ; .ad as necessary to preserve their appearance and continu8y, 14. Contractor St loci cover existing traffic signs If sold signs conflict with traffic control and as directed by County of Riverside 28. Ali temporcr;: ^Offic control devices shall be removed following completion of each construction stage and the p.:�•n,anenttrafflc control devices restored. 29. Ali traffic trar: itlons shag ufirIze arrow boards. _SIGN LEGEND (All signs may not be used) NARK W: •: _CIO � 6 :�+.. tilD.y(, LEFT, LAJRE ial'r.:: Iryy. '>� ' • � 'j� ` e'' YroR■ 'dgnY" ,jws 5 �: °"Ew L,RpRK Prteu C12 C30 (CA) C9A C G20.2 a f N W -5 nn wm.s In V� �� (�) W1 4 II7r W20-1 C17(CA) . RIGHT KEEP oau c` s+Pn ONLY RIGHT MUST MUST Q?fig Kck^; 4 NARR�O 5 No Parking R1-1 R41 R4.7A R3-7(LT) R3-7(RT) W20-3 C27 W20-2 W15 Underoround Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFiCATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800.227-260D TWO WORIONG DAYS BEFORE YOU DIG SEE D'a,A%VING NO, -LTO PROJECT DURATION: START DATE: 8-18-08 END DATE: 4-30-09 TRAFFIC CONTROL SPACING : ------ - DUAeiSroH oBAETSION DIMENSION UEED DIMENSION C D DIMENSION aw a i STRi 1 (MPHr SIGN MINIMUM 6�HI IING I BUFFER NencvNo Vrtwa .. e. SPACING MTAP�� TAPER V. L sKouU TAPE$ 113 L SPACE TAPS 62nd Ave, Ers500' 660' 330' 1 220' 335' 35' F70- REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGiNEERR MAY REQUIRE REVISION TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECL ® FLASHING ARROW SIGN (FAS) Proposed Shoofly Shoofly Is to be graded, Watered, and compacted For vehicular traffic CONTRACTOR INFO: TC CONSTRUCTION CO.,INC. Riverside Office 43122 Via Dos Picos # A Temecula, CA 92590 Tel 951 693 2400 Fax 951 693 2700 Contact: Derek Franken Mobile No. 619-726-3134 24-hr contact no. 619-445-4560 COACHELLA VALLEY WATER DISTRICT SURVEYED DRAWN CHECKED Bf ' APPROVED BY: BY. BY: SUBMifrED BY"` "` C:D.E RECOMMENDED/APPROVED BY RECOMMENDED/APPROVED BY CHIEF , TRAFFIC DIVISION DATE DIRECTOR OF PUBLIC WORKS DATE �-Li z yr JUA (21UJIN-FA, CALIFORNIA DIKE NO.4 GROUNDWATER SCAM: Mrs D�d RECHARGE PUMP STATION M 1 U NOT TO SCALE Avenue 62. 4 o OD Cnn 01 --d .� Sign Spacing 500' ROAD WORK AHEAD W20-1 W1-4 (LT) Note: Written direction on W20-5(rt) signs will be covered. Posted signs will read lane Closed ahead. Implementation of this traffic control plan will be needed through out the duration of this project.. Shoofly will be graded.. watered and compacted for O vehicular traffic. 330' Taper 5' END ROAD WORK' <LANE NARROW OGD�� G20-2 C30 (CA) C12(CA) _ Pavement Ends W1-4 (RT) W8-3 BE [?PH '� PREPARED TO STOP W13-1 W3-4 1 W 5 min -- 330' TI 225' Buffer Flashing Arrow Sign / \ U V' • _O \v/ U 0 • MAI O (D cn (D (D 500' —+ I Sign Spacing 500' Q _ N ch CC y� 4 1 (IJ �e County o. �. Riverside , C, dOIS Sign Spacing 500' 04 R STOP FOP- T6*'•-(-KAfT-1e to,,,rrfoL- wcz#ttN -tf+�Cl of t,&VaM OOZY Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERM TO EXCAVATE WILL BE VALID FOR YOUR I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORIONG DAYS BEFORE YOU DIG ' t; i ` SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISION TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT CITY OF LA QUDM, CALIFORNIA TRAFFIC CONTROL PLAN DRAWN DIKE NO. 4 GROUNDWATER RECHARGE PUMP STATION SCALE: NTs DESIGNED Br: DATE: CHECKED or APPROVED BY.' DATE: DaA M NO. 2 REV REVISION DESCRIPnON 1 DATE 1ENG4cRr -- No.3 U NOT TO SCALE CV 04 FTO a FA F0 FA D Sign Spacing 500' Sign Spacing 350' `111� 350' I I Note; Written direction on W20-5(rt) signs will be covered. Posted signs will read lane closed ahead. Implementation of this traffic control plan will be needed through out the duration of this project. Shoofly will be graded, watered and- compacted for vehicular traffic, i Eye contact shall be maintained between flaggers, or use2-way radio communication' 1 225' Buffer 00' Taper 100' Taper Avenue 62-; • ROAD WORK END• LANE NARROW, ■ AHEAD ROAD WORK. CLOSED LANE W20-1 G20-2 C30 (CA) C12(CA) C9A (CA) AIN w < > ' BE t Pavement •�/1/ ONE LANE ,PREPARED ROAD; TO STOP MPH HEAD W1-4 (LT) W1-4 (RT) W8-3 W13-1 wzaa W34 1 1 SpacingSign ss %. f Temporary Shoofly! A A I _ 0 N O r (V A NET N Edge of Pavement County of Riverside m cow-f Y 0 pfvj� " Cn o dolS Sign Spacing 500' 0 0 CV (-11 O ` 619 QRav�. yy -f-L"e. tR-�_t L GOd✓T?'LO V (.,v L'o / N ' -k& dF (fit Qwiufi-A- r, UndaMround Service Alert SECTION 4216/4217 OF THE GOVERNMENT ON NUMBER BE ISSUED BEFORE A D TO A PE CODE REQUIRES A DIG ALERT PERMIT EXCAVATE WILL BE VALID FOR YOUR I.D. NUMBER CALL SERVICE ALERT TOLL FREE 1400-227-2600 TWO WORKING DAYS BEFORE YOU DIG SHOULD CONSTRUCTION OF THE REQUIRED;IMPROVEMENTS NOT COMMENCE "IN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER. THE CRY ENGINEER MAY REQUIRE REVISION TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT CITY OF LA QUIlVTA, CALIFORNIA TRAFFIC CONTROL PLAN RAF DRAWN W. DIKE NO. 4 GROUNDWATER RECHARGE PUMP STATION Ste: NTs DESIGNED BY: DATE:UNDERGROUND CHECKED BM APPROVED Br. DATE: DRAWN No. 3 3 REV REVISION DESCRIPTION DATE ENG CDY DATE u NOTICE Thle Riverside County Transportation Dept Permit Section shall be notified 48 Hrs prior.to any construction Telephone: 760-863-8267 If Permit Section is not notified, any work performed is subject to immediate removal COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRANSPORTATION DEPARTMENT ENCROACHMENT PERMIT T.C. CONSTRUCTION CO., INC. 23453 CAJALCO ROAD PERRIS ,CA 92570- Permit Nbr: D08-12-0012 62ND AVENUE S4490A RBPG.222 Ref: PEDRO PILAR Ref: (619) 820-0691 W/O: W/O: DECEMBER 16, 2008 I Subject to the provisions of Riverside County Ord.#499, all the terms, conditions, restrictions, specifications, standards, rules and regulations of the County of Riverside or"any other.public agency written below or printed as general or special provision or incorporated herein by reference: PERMISSION IS HEREBY GRANTED TO INSTALL AND MAINTAIN A TEMPORARY SHOOFLY AND TRAFFIC+ CONTROL SIGNS WITHIN THE COUNTY. ROAD RIGHT OF WAY OF 62ND AVENUE WEST OF MONROE STREET (SOUTH SIDE) FOR THE PROPOSED COACHELLA VALLEY WATER DISTRICT DIKE NO. 4 GROUNDWATER RECHARGE PUMP STATION IN THE LA QUINTA AREA. ALL WORK SHALL BE PERFORMED AS DIRECTED BY THE DIRECTOR OF TRANSPORTATION AND IN ACCORDANCE WITH. •THE GENERAL AND SPECIAL PROVISIONS OF THIS PERMIT AND IN CONFORMITY WITH THE COACHELLA VALLEY WATER DISTRICT APPROVED DIKE NO. 4, GROUNDWATER RECHARGE PUMP STATION DRAWING NUMBER D4PS-204 ATTACHED TO AND MADE A PART OF THIS PERMIT. COUNTY GRAVEL ROAD, SOUTH SIDE OF THE SECTION LINE (CENTERLINE, 62ND AVENUE) IF THE GRAVEL PORTIONS OF 62ND AVENUE SOUTH HALF IS CONTAMINATED WITH SPOIL FROM THE TRENCH IT SHALL BE REPLACED WITH 6 INCHES OF CLASS II.AGREGATE BASE. The following specifications and/or standards,a copy of which are attached to this permit are hereby referred to and made a part hereof as fully as if they are set out herein COUNTY STANDARDS AND/OR SPECIFICATIONS FOR: Type: A copy of this permit is to be kept at the.site.of the work and must be shown on demand to any authorized representative of the County Transportation Director. This permit is to be strictly construed and no work other than that specifically mentioned above authorized hereby. Performance of the work shall be deemed to be acceptance by the Permittee of all terms, conditions of this permit, and Ordinance No.499. This permit is void unless work herein contemplated shall be cc: A. SOLAREZ INSPECTOR FILE CALL Underground.Service Alert MM 48 Hrs. Before You Dig For Underground Locating 1-800-422-4133 JUAN C. PE] By Permit Engineer 2009 -2- Encroachment Permit No. D08-12-0012 T.C. CONSTRUCTION CO., INC. 62ND AVENUE DECEMBER 16, 2008 GO1. IT IS THE REPSONSIBILITY OF THE PERMITTEE TO ENSURE THAT THIS PERMIT REMAINS CURRENT FOR THE DURATION OF THE PROJECT. WORKING WITH AN EXPIRED PERMIT WILL NECESSITATE THE IMMEDIATE TERMINATION OF ALL CONSTRUCTION WITHIN THE RIGHT OF WAY UNTIL AN EXTENSION OF TIME IS OBTAINED. FOR INFORMATION ON HOW TO APPLY FOR AN EXTENSION OF TIME TO THIS PERMIT, CALL 951.955.6790 (RIVERSIDE OFFICE) OR 760.863.8267 (Palm Desert Office) G02. The permittee and his or her successor(s) in -interest shall defend, indemnify and hold harmless the County of Riverside, its personnel and agents, from any accidents 'or injuries resulting from operations authorized by this permit. G03. Should it become necessary at some future time to relocate or remove,this encroachment, it shall be at the expense of the permittee with no costs being incurred by the Riverside County Transportation Department or any other governmental agency. G04. It is the repsonsibility of the permittee to comply with all current CAL -OSHA safety requirements for work performed within County rights of way. G05. The permittee shall accept full responsibility for complying with Federal, State and County environmental laws and receiving any necessary environmental clearances and/or permits prior to commencing any work as authorized by this permit. If the permittee fails to comply with the required environmental laws, this permit shall be immediately revoked. G06. The Riverside County Transportation Department reserves the right to make changes or additions to a permit after issuance if such changes or additions are believed necessary for the protection of the roads or for the health and safety or the public. G07. ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within Riverside County road right of way ONLY. Whenever construction extends within private property, it shall be the responsibility of the.permittee (or his contractors) to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. -- Continued -- -3- Encroachment Permit No. 08-12-0012 T.C. CONSTRUCTION CO., INC. 62ND AVENUE DECEMBER 16, 2008 G08. TRACK LAYING CONSTRUCTION EQUIPMENT: Cleated TRACK LAYING construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall befitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, Riverside County shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of 0.1' of A.C..., surfacing plus appropriate seal coat as indicated in County Ordinance 461 specifications and Standard 818. Feather overlay shall not be permitted except as approved by the Permit Engineer. G09. CARE OF DRAINAGE STRUCTURES: Any drainage structure inc luding corrugated metal pipe, steel culvert and concrete struc- tures encountered -during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, Riverside County Transportation Department 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. Disposal of debris or other materials into drainage facilities is prohibited. G10. 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. See G16. G11. DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on Riverside County roads, it.shall be the responsibility of the permittee or his contractor to control this water and to provide off-street barricades when necessary. See G16. - —Continued - - -4- Encroachment Permit No. 08-12-0012 T.C. CONSTRUCTION CO., INC. 62ND AVENUE DECEMBER 16, 2008 G12. UTILITY CLEARANCE: Prior to making any excavation within the County right of way as authorized by this permit, the permittee shall contact all concerned utility companies relative to the location of existing utility structures. Permits that require excavation shall be valid only after an Underground Service Alert (USA) inquiry identification number is issued. Toe USA ticket must be available for review at the job site. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee: Y. G13. COORDINATE WORK: The proposed work shall be subordinate to any operation which the State of California or Riverside ,. County may conduct in this area during the period of this permit. Work shall be coordinated with the State or County forces to preclude delay or interference with State or county projects. G14. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly signed, lighted, and barricaded as deemed necessary by the District Road Maintenance Supervisor or Transportation Department Inspector and in accordance with County Improvement Standards and Specifications, Ordinance Number 461; Section 6 "Public Safety and Convenience" (6.01 through 6.06). G15. The Riverside County Transportation Department reserves the right to request the contractor to re -open the road to its full capacity in case of emergency occurring either on a State Highway or adjacent roads, and when traffic delays are excessive due to the contractor operations. Work can resume once the emergency is cleared and/or the traffic congestion is mitigated. G16. NPDES: the permittee shall accept full responsibility for complying with all NPDES laws, regulations and requirements including the installation of Best Management Practices (BMP'S). G17. Please contact the Traffic Singal Supervisor at (951) 955-6894, 48 hours prior to any excavation for location of conduits. Should any conduits or loops be damaged as a result of this installation, they should be replaced within ten days by the permitee as directed by the Transportation Department Director. -- Continued -- -5- Encroachment Permit No. 08-12-0012 T.C. CONSTRUCTION,CO., INC. 62ND AVENUE DECEMBER 16, 2008 A17. There shall be a minimum of 30 inches of cover over all pipes or conduits including all service lines or laterals. Any installation adjacent to a drainage culvert, ditch, box culvert, etc. shall.be placed a minimum depth of 12 inches below flowline A18. If .the existing pavement adjacent to the trench is scarred, broken or removed during the term of this contract, the permittee shall be required to remove and replace all broken pavement in'' accordance with the pavement specifications of the permit, and place a 0.1 feet thick overlay the entire width of one traffic lane. If the work encroaches on more than -one .traffic 1ane, then the entire width of each lane shall receive the paving cap.. , C06. At a minimum, temporary traffic control during construction shall conform to the latest edition'of'the Manual on Uniform Traffic Control Devices (MUTCD) and the requirements of the County Traffic Engineer. APPLICATION FOR EXTENSION OF PERMIT EXPIRATION DATE If work authorized by the attached Encroachment Permit cannot be completed by the expiration date shown on the face of Permit, you may apply for an extension of time, by submitting $69.00, completing the information below, and mailing to County of Riverside Transportation Department 82-675 Highway 111, Room 209 Indio, CA 92201" Permit Number ' D08-12-0012 Road'Name(s) 62nd Avenue . New Expiration date requested Name Address If work authorized has not begun on or before original expiration date, or if request for extension of time has not been received, Permit will be automatically canceled. CONSTRUCTION COMPLETION NOTICE. TO: George A. Johnson Director of Transportation 82-675 Highway 111, Room 209 Indio, CA 92201 (760) 863-8267 Work authorized under Encroachment Permit No. D08-12-0012'. 'on 62nd Avenue (Street) has been completed as of ' (Date) Remarks: (Company or Individual) (Signature) COMPLETION STARTING NOTICE TO: George A. Johnson Director of Transportation �- 82-675 Highway 111, Room 209 _ Indio, CA 92201 Work authorized under Encroachment Permit No. D08-12-0012 on 62nd Avenue (Streetl is scheduled to ,begin on a roximatel a.m. .m. In the event- c PP Y ( ) ( n onstruction cannot start as ro osed we will notify P ) p �' . P the Riverside County Transportation Department of new starting time prior to date shown above. Remarks: (Company or Individual) . Signature C SPECIFICATION NO. 2008-2' C. V. W. D. Coachella Valley, Water District BOARD OF DIRECTORS Drawings for PHM MUSCIN - Presidsat PATIUCIA A. LAMON - Vi. P—W-d JACK W. MFADDEN TUM COMAS: WSSFUMAHAR.A GmMRAL M"AGM - CIEEF ENGINM DIKE NO. 4 GROUNDWATER. 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Sr Jwl ® alPs-)IS aEt',RGL - Rap N AIIOA' NYIR RAN m MM-)IC EILCIRrwt -RAM SGO[a I.LI,IYM AAD RaFPpCLE RAN n alPs-n) aLrnacv. -Ran s211MN cAvuwolro RAN n awa'-)re amaaa - swicc zuas xws u awl-nl atrr�aGt - non2'!m qw Heats >I OWS-lm (LZClREIL - RlT NY.K gULr ai7AMS m Pwr-sJP rsiRtArlvrlraov - arNsats Aw Araamurrls )e aus-tar � - IriM.LL Lane Ara � pIGAYS n DIPS-m NSIfAATVGIA6V - n'MX [If)AMS a aP.s-ns RmNu✓rAwiov lwo - sumr weKs Aw sfawer GNt A D13-)31 P6fR1.G�f1YU1A0W Ml0 - RWP SaRY/ nfeD - srnz WAS A110 mawrssaas er olPs-)se RsrAmro+urAw RSD - emLaAc srx+¢Ls v A Aft l COPGF¢1L1 VALLEY WATER DMMCr °+n aC �r'>zrl,�, [,,,,NO. 4 - GROUNDWATER RECHARGE PUMP STATION March2008Gflj;9 5T OF DRAWINGS & MCINfiY MAP mbiAfOm°M D4P$-100 Iwo w®..tanp e,ammna � spetlllmltre mW pewhtpM�ECAO1WPStD10p lafaEt Yer m. >soe Qi11PS1 tm g t nipw jmggaa''I pull a4? 4p, to jai ilia Ms, s 1M. QRW 48Apna gpgprpe 810 lRojoQ6S" %RJR €A�° � d � �§5 Q $ ��g ill,��IRV Iq if 11� y n u AIDE s o ig ig. C E4 10 gg gg $ gg rvr� olvunvv ruRl"VJtJ ;,VNLT f m • 3 General Notes List of Utility Contacts 1. The b .U- plpe dpmeta' and ebw(ioru d andWround uf&Ha• chum an eh_.dwrDpc on approrhnafe wb The canbvcfp MoR rnnfoR *nu r,Fb m^iPrnNa ro Confo'eAbmfttw N6a8 e . ' o 0crr m. bcta'da—fot MW__ Oft Wkby kbfa Obot OoCkw 7r5N0•-o"hw-e21 . . fo ertnw6on (I8 hwj pb Oro oafitep ufSfpc and raA4 wd0l fAe bovb'an aiM depth of ad ta'g uLwu- pb' fa Iavbte0an, !N) G a� fbdw PoR.E 76/YJ98-S820 . . 2. SoR ba16n8 and tmf pff k—Lb u anf Morn en the pbn m.d p rd. AvrGpa d ppaM pan ✓ repy lAe CaofaMNmf hwa88ab'm RePa't b Nw Yuan ✓aceph 8ecbt 760-778-125.1 - nHer. o olpbb of O&&Ff S-Lf — Co —)b w ,Gm p.ya 71-705-68.72 ' .I % mnbacfp'• aN4nbon b duetted p aR fAe Sf•fe W C00-6 wfetr MgWflanx CW �eMctb rn1 Tbne hbmm� Cbhb _ 760-•.NO-1J12 ' M- f nd Aahp The fife of fM Conbacf aW pa/xt . 7As Cw C—^ ' !Duce WaddaR 809-,W-7507 4. 7Ae conbocAx Mdl db o/ M evrplvc eecaw8an mateKa/s br ew/am.vnca t`�' Suldtoy 0&&ftd SM Rosana'id 76Wc7-23M - ar7 bcvl •pte and /mow/ cim a or rh..f do .Inr n 4wDone�.niiom�`pp' e.wwrpn mar..bf m r ee drpm pa e,RRae'. . ' S PNeGr+e doBVWfp and he,ponfd d%mmc%onc Mom fMw pbns p hobonfd dbfam.'a navevied at o bwf n N� be dial Ar • . . eoaunmanf aMe The Mpa c rAkh fM plps p AcpR4d hk . 1, 6 lha c 1—b MAR deratef 48I At'? Lof&W 12.145 pbr to a IAw by mrvmcbbn to 48V cfaope tank h*t plpd', . h Owg 64PS-204 N . N 888881.04 176D Pump station site o Found ben pDa O I I' I I N 1000000.00 O 118.T5 I . Ave 62 o _ F d bm ppv O - Svc6m } — sepcan r J e II I N . Ld 4 ' of Survey and Key Mop � I O _Basis a a . ' 20D' 0' 2DO' 400. 1. A#dewb'oru on m.m, pro/ ,S= ror rowcaf tenfmk the Lbnbaefo' MaR d—lh a dram d •fnW SCALE' 1• -200' . ci • Z T4 r. NCO ROZMAN ma® 'LwuNc e® Rozww 9p 6" O1pc0 ur4aart f• on - '0 !Pw: o..rs ATE' �� — — "c °ve �f^9�� — — EI,f��y1 • p oae CDACHEUA VALLEY WATER DISTRICT DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION March, 2008 Q o cOf a. emowo ego env war m ec usm .w mnm+urnw (T '��) • L� f� $;T,EtI' G E.I. aaee GENERAL NOTES. UST OF UT1UTIES CONTACTS, e.n.a BASIS OF SURVEY AND KEY MAP o4PS-102 LL. A,-INO ' s3sodHhd ONMOe MOA _ N a00009'£E ' , j:� o•r S: 20 .ro .. ZOO , OT 0 4 a .eJ?.�',C ''j!- _ :i :'Q" '::•!`: " p ♦-ice ..... AV ......... :. SAO RES I d N. i...v.v i a. 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Z L of daaUnp pbr�ata btt feelPh p i oG�der y�rro'r, �Ooc4o MrNe rar ea/lfacen . t BUTT S7R4P SPUCE 4 Abf b 5UM , A l�F� rwfd SaArrphWuol butt rfrup pfeMr fa axh oNs, , 2� afhywY(ra�tapMfm%/ mdgyNgroelrvp aMr/r fo Ne M�t/on�r/ad� fhe addl'orfivro/�S-MrJtr� e� i/ o rmrp�eNtu�ie canes %a0fr h raQuded of a prN rfr� Iwn BUTT S7W JOINT %J1 Nof ro Sedv r H i1@mlm a®m . NGO a® ROZM COACHEUlA VALLEY WATER DISTRICT aaa .. oow N�aaN r• a CHUNG aim RO21NN "A. C ° a oee ++ +a—ia. a_ f�� L�r�©yj DIKE 110. 4 - GROUNDWATER RECHARGE PUMP STATION March, 2OD8 'naN �s€T TYPICAL STEEL' PIPE Nm ro aE �r tl DETAILS — SHEET 1 D4PS-105 Bewld f ANWA LYa,a 'D• Ran unl.,s Nef.laa o f ndm to. ihaAlb W1 PI deRxfba ,ee not.J t e.ntesynn mR vf b muat PAwo C2O7 AG. hint iyp`.�.�.•A.�• Da - - - � � _ M o m ,ho GAb! .vtl MXAnaa fared m � a PQ�w I Pfp6 awleTeaT� d 111 �11.18• MI �� MWI III tbbm I Mm III 1. aM wrffcal cal- -ckcvb jAjeffnhaQodd/nf''fd 2 kpi A. v pipsineycdrve oWepau PIP. mofabG (bncrvfe modor 6tCq J IM�tar/ um DeW rvgle / DaMed doe oM ,Iwo ee m DeadoUoevd.'abwl Mud �dAxtbn aexttnd OWinbd eewl w AMM p4m ID . NWn/pcply cdla 5/B nod I: AD b.d and V. shah be avadb mlidd,fhrouyhfed The euM - Coaffny red dro.n Tor dod(r lido➢ ond•mafbp not eho.n,:. J. For cambofbn wrlicd and n/uyfp} fd nlna,. fh. logo! f / wth uvnO'thn, elntl lu tarrtlbraQr Note,: 6 W /,vhmfd eendr ,hoN ee rod b. M. R Au raorutufq Aolhmfd ewvox I. Cod aD aapos.d ,uAacea Au/ SpsnYoofbm . 'z.T• hdmfv Ma Mkknea, d Ma MSP. ], Refv f. abn red pnleb dlu W Mr, I tkdan oar "nid.amm lro� ATest -w m otaadom. rIM �etlOeafiwt ' ofhrnaLe nand wxr p ' a'D'9Oe al�'bro�aN�a w.anawerfon 'd nkrforcbly rnaai, m . . PIPELINE' CURVES J-INCH AND LARGER COLLARED OU= r2 ,w1 b Sad. - hat b sob - J6^ &wwe rL emf bon ' 0uv mry ' 12` blind flan➢../ e'RIAD dfp . Fuurhd y/ada-� Y' aw od ta➢ hr kon ppI ... . a,_ Yavlde 1"�TO00/ ,a A Pnq•- a9�'neP�aw�fsnkfde Bob Aofsa b .eadd/s pJ. •_0• 11^ AW. NA da. "0" Knd fA*npa Gad Irtrbs f- dM Avd p� podde o Oald rmt olrod c�9 and owl aN .rt adt MNM 1f1-7 I/6 I r J V4 ha, h,d boas R nufa 1 H .a0f m+b Pdd I M ,Prlonc G Ndhy nuts Gad va eepamd hats m. 'M 12' MkA Na Ioea WM 11 ^ AW.WA cem 0^ pumas. P4. °"$ bvub! ,=A partvf p I y 6 •� J.-0.. 1 I �e Oufbt wt dm.n � 8 Jo• xa aaa ode k� �• as cbdhp seal �I 1 .A o �6 Dabbler Q nanme (T rep d% ee,„ad maw taken ,t r I IY .. (read' *;, S d .-t eemenf modor s ed Q eeatd TYPICAL 24" MANHOLE_ BOND FLANGE PLAN �4, 11" fbnpd Not b Scab .: - _ Nat b saAv 4" be 7/I` bottom Pkda roldd TIP/GIL BLOW -OFF 5 Abf fo S-Al •4®@fOr remadabr a v®a NfA D•r" CHUNG RD2YNa RDZMAN �II;ryTp'Ei- • a a c a ao. Y�}J ti/ rar ro ae usa rp, eor<arauera,+ �i ao ' Syh;1. G.El - - , 2.v0.; Typ .1• RA rtod dlet 2• varPavb'ofr dop J•.2• blare Adudnp fbnya Bumf Pby 1j•,Nedul 10 &..i Opl d1W Hofer Stud tmf h,ad I. the od a.W fed hood and pbf end dM J n, a mh r..I bhelft p*.- 2A0dmum 6• Mdboek rKuked agar bd hevd cat off .t fMcFry a e. �I/,, ,vm. o, M, odjddny pipe -,Qa� J/B�ncA a P.arrdb4ff W= N &W Id, s1.9 6.O. `10= r`oc eay�vpi ((-I d TEST HEAD t-J1 Nd fe Scd. -I =1JO1 llonpd bUft.* avfw dM had •nand .n.el w mp aaud �I" bliM !boys and Y" xPG hd cvuplup dM plop. /-�JlirJb` pmcad cane /bt-top mvMob fMy e/M J8 mvrdde / ma JI" p/eoad maa1ob Mp 12" it�pyvqa�aamartv,n6.d I dvO_Omatar&W Gead b d " /lmpd euWt male bhb a. , 12` i(d. 1 111*1 Pma cameo( --1- G•md and -Id prey caaliny r / b r raoGny. lirmfnde c.ab 1. abow Drawvw Rei l oI IY` pma 1^ p(o. aM 12` aid 4` fbnp.f anr'to lm pAan one dup cad d d4d enamd qhm area axa- an a.ria,, f.o teats d d oaornd. AN 6udd Ilanya rnrvuc!/an, duo e. danWd .fM a /e ors ono . cp.d .nn .a. tea. 1. Aa bwkW to be conowld to F-W-d Dlvd. m bd/vated m C vu 2 T.V.nbbf Dodd Imy be fumShcd A 6w d Ib+Sd -U.L S AN bl-ff p4ft ,haa be a td M. ,ome m M, maN- 4. fW ff plpbp d pkfad / —1, cyrmd.r pow . Lfm f —ff P, uV f d-W. bore p/P..POee dma b. d-fA bon PIP. Rarm.d wavaob'om, pa&vUVn„neaaeS COACHELLA VALLEY WATER DISTRICT °na DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION Marts, 2DOa TYPICAL STEEL PIPE DETAILS - SHEET 2 D4Ps-1De J I sn about C P ] .eb nMe pp t � ShV. �.. bo61 Nfee - � Aeptw/t wnwf. 1. re N bwf v beWmp'J- m Pfpe m be pip. bgfyp yid yy� yndod m paMde w ..qpo I fM anfinr aoae eaufa• a amrpxtbn 4mpfA of fha'Piw -Ve of baaw— 91f min. .ed-mar d.nmb 7s7L asae) . 2 9wlWw fat pfp. Nm haw Nmrmn:e of J- 4Wiob a. - bet— Ns boMom -0. bo/Nob and U. ..00hed W oa••Q� id.r of fM pia balm( but bb m cmv Nm . W bammya b. aM/ Uon mpobed fo /xFYoM N ' pfamla of um P(. w P var )mibp of th. Pipe. Abffr em S b an.uffebt. mate,( .......M. m d%v.Md ail mn bbwlery. by N. figNr r (a'.i.j and mpbm .an .ed ma. e.nsib (AmN asaa) ROADSIDE STRIPS, - as y�e.d 6acN5[ MEDMAS AND &S£MEMS A sae .pedaeatbry rot P.mmeaf f m. m0t w Nm be m.4h- —d7a fmd oe boat i ro .m bb A .AfN .mmnt rpeabl DedNrp aX .— Plinxnn. g e V.Nr—r tiwm. - . ' 6. Ad arcamfbn .hm owl b ctn humo. Sabo' ebden M: b t bbf S.f.V. p� ]. Rr .fmm.nm of bad PAVEMENT SEC77ON p '2 ' A.11• abdid PS. Oi.HcYa' mqui f. e*— gW-bfa Nut t. f]nbvafor Nm F - i W Pfpe e1 a . PI' mb ew � . s d m r!' .fa, molbn A A.Wde ra' .Ma u W p —d —*#V tVa rff' - aPiecbd by b. .� s mb y b 11' obom tap of prppnn YarIJ yy tape Nm M ' •^ab 4a ma fMabga. br.0aiN0• paryeAyf.ne - . M.*o of 1 . as b. c a.s undammulM . 'RAW W tap. rhaH b. cabl YAW'. and mart.d .. 'RAW IYAIbR IWN t7faH2Tl B£if11Y: bLba�oa�Moaaon �x — 6' .Gam SiYY aif mr pxGb� f Q' Sub— pit cerAoacavn g sAae wrbA boN .Ner e — boakfip asi.e .. Y - f.Av b a, ,.pabN w RE —SURFACED SMEE7S i 7RENCH HACKRLL 1 I i Abf m S-1, — * . I s i�fhf ® NCO .mm ND76fAN _ _ COACHELLA VALLEY WATER DISTRICT m dtuNc rtOnfAN ren r��T'E�i a .. p ws �, � DIKE N0. 4 — GROUNDWATER RECHARGE POMP ..N Momh. 2000 TYPCIAL CML DETAILS aa.,a wu.o a wr m au � oyai m � f o.a.a w a a �n ou. DaRs-Lm I )ONO s3sodand nNlnnis Nna i r 6 /g g a a � v CL g Z CN Nit, i55 , 0•{ hzWcr � h I 8 •1 ,v� �. 3 w. N O 8686q / • o m h'\ m 2W 2W bi •s �� I' 5 .� r �". 1 Ca; ,.i 1 1 hTa A Hal Y h 0 a d 8 0 u v� k 8 p� 63 2 a ss e -Q gU yy A Z x O w •c yja��j � $m � 3.5'm � � ��7 � o QQ Jim a (� � Qh �N�9^x•�y•4o •r V Y O LLJ —17 Y I+ r J a Is •ma eceFro emz to+av Nvid aoov Inouws aruid riv�nfoov �owmw�wra�mwrawm a+aaw�ra.Rwoo'avws Ana re=uo xacoemawgamamWwn wormar '. j om r . & au �JSUdgnd UmuGe ao , .. | , . .¥ .| | , } a k� /k §k §§ §` § § �a ¥ - EEEEEE . ... \ \ 2§ 21 rA� . 9 ' L . /11` ` \ | � | . � -K: | � • Z| w . ¥ ® § .i} - . .� 'MHAH . ■ . . . ©#~ - , \ §! . 4 ' . ^. \` \ ) §| . • ! `AA dHA /E1LL rpe mmum !'?PMF aV) 2r6' presruro bkxk r I � I 1 i I �elwabm �� raw yl Eawpment feshing t�mnTin � fembmn by equipment MfR H m Plwfetwkofed iivwatad metal curb. 11 not U weH eclent eH erotaM. eskat / tmer Usw roe/ 6rona. syetom Frld wt q ter �n f tqc bow side ((spkal) d toted VNI-/tome 2 70 SheAAdd wood roth- buafurol .f y equipment weight gafem Sea rpacifecfbns O 21' ac ehae0np coer Yo bama mrotw eyrtam �iR & �Ane poMdm mgineerod aacotdnHN 'p ar arfener don• head PNwad IH RigiO Nuulotim ( e finish hardware echedub) ' erfedw pbafer. MaN r iA to I - ebl dmkutp PI wad narhr fa mofcA PT i it —7 t e ro f rmed m'� M ums . Sound rated daw � f5m scAadwe) ft M'.g atncf roof decry wove ' uro deck =F- a�ee°r%,a pT wend mibr /fMlf PAIPAP£7 OE7A2 a fe O f! ceNor . ` (tee rtroeturol) ROOF EQUIPMENT BASE CURB DETAIL �1 HM DOOR FRAME AT CMU WALL ROOF PARAPET DETAIL r21 q J02 J02 302 f •_ I' ' ,L_ L shing menbrom cmu wH eeruefwmr hnwr saoanr ' high r 6' Ards sheet sneer moral mewl .aaPver. weranteN d Rood donor one frame Fber ne/sA h,dUl se sMeWb �A cvnducfor nme .opb yy from door prip m f menbrona "f abb or P.d fmcfuro r• Jli� Rectonpubr Naef IH rfpN insubtbn . m ral a canape nano. tal decAft d —held LOW PA"'ET OEM , . See . DETAIL EXTERIOR THRESHOLD PRECAST CONC. SPLASH BLOCK ROOF PARAPET DETAIL ROOF SCUPPER 302 ' 302 302 302 YQOQOYI��■�■■■■■■■1 Emu ■■■■■0 .. .. . 71@ipiW py�'.rMffA MARIA . am® swiA —m .. SANTA'MARIA suasnm fro I N nts oU � t• oA C w>sa woo a Nor m vas `r9f -�f xor ro Few ton mallAemw O'_20 j _ a DOOR TYPE A FRAME TYPE A COACHELLA, VALLEY WATER DISTRICT 01n a— as /�1 DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION March, 2008 . — — :GEI. ARCHRECTURAL N.a f am DETAILS AND DOOR SCHEDULE D4PS-702 J 6 uwnmum c.P"U (bp) T/0 cYU wU - 'm M-1—d Fbnaprt —V,' q F h ` C 12 ahuchrw h Scupper Ond . . . ' Oovnrpou/ (fyp) Arourtic wnU , 12 CMU • S£CAON uj ry - J Z � I O c q • �' m -pavarros/ ow .ou a tz: WN P-1 ywm Fn � a SECTION � JOJ o Z �Ammlm aaam SVIfA N.wu ,® sANrA YARIA COACHELLA VALLEY WATER DISTRICT 0 uARu Rozww ' P:T .A a- o.r� lam\ . DIKE NO. 4 -GROUNDWATER RECHARGE PUMP STATION sARu' Morrh, 2008 m �cAvas r m d GEf. ARCHITECTURAL fs' SECTIONS D 11SM we O r Ah.—.m c.PYn9 (Il'P)-1I 11 — P.'eelNed rivupef ngmnq (fYPi ;/PPa 1/2:12 (4'P) 0 • Ploafered Paropal mogvey ..hot ton Pn pra-/an euro CnLke (bop oof y h SIPPe 30" v;da mfn —d 7/2 r2 (0'P) a nmL• (fyp;eol) Spb AO�c ' a (VP)/1 2'-/0" OiJ' Remowola aky/phla enfmro onv Sulp/a Al —brona G+anPa (rjp o! J) saa rruc(ural tlerpa raorarpa apafern o HId in�brion Roo/ -.pp-R ovarlb rat ! daak --A-'A(�6/m ar 21, k sllo9Araan — $ ® i © _((,P) r S!W Re bf. sAyl.'pnr canfarad Prar Pamp aoor Paaaaa .cattle NOTES: „ ;, I Lj1. see arNctW da9a / rocarnvta ar puipmenr and ap ,.V, Ate/ r I R MAX o". o1 J) Ul ROOF PLAN A"\ �j s�- L O SG¢E' J116 -Y-0" 304 0- Z) Z IMCL ag/ ,. _.. SANTA MARIA ocam SANTA UARIA SANTA MARIA RDiMAN �IATER '�" GOACHELIA VALLEY WATER DISMCT ,xc _ nm w Doan uuwa i a aRarM 6 Wl b iWa ._ rtr�Wtdl1 rf „aF �)STR1 Lr�641T�9J El DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION March, 2008 ARCHITECTURAL ROOF PLAN 04P5-304 10i 1p u� x n I! m � I p Attachment 1.8 h INU UNIUUIH NU-1 m Q � h N 1r a ors .a s @esgy6 W y'm c i O 6 �Q$a6 a g R b e �` �;. �ae � is � s =§i ji.� o S� �� R�9 •� � S €E s" its �t gg S s s°E s B< g°°n ��,� s is a �� g� � ti ��• a s�� ¢ .b t��. ��$ t H aa• See 8 � 6 +¢' `b-0,8. i @i ie� $e M_ S g S l` 6% a" £°tE fi k SSo gab a �� ode a�w Pg £ edro Ilia az&;g N g a 6 g¢ s$P. g b 88 sb 0 ¢ a' a a § � � S5 a E a fill xx 1. am �t43> ; Sm b' F E �g mill86o oil 1�mffvvmi K1No s3sodand oN1o418. NO -A ale p §� �I$i6 0$8 R3 � `a hm Iaaa3I i s1�115 mt�1 3� N LLj rkz ti � N Yi Ua U �• 8� 6 D LJ o� oll a 4 a 4 a 8 ~ ~ 01; S •e. a is ' �6Lrtf0 BUR t0�10�^dp't N^PO RNR110I9dM10tl7Y�V4�aW^gPorwoll�llP��B C9V�00PWBo18 �r1dr�la EB♦L6Q�p+4WN�pry�q>•p�Jrf /jPv r Srmf prooro Tadd Edge jt'� pmi lar�Bod s"P *111 . e• * Ne t>o. cmfhuwe nafd 6nr jhr See ryr f cSbe uNen fd WO R (?'out fher.les Qg Ban hfa s b z n..- Ar ,4� J' a— " 9rymMd 9aD— £Your E vd 5cn Arye b tN taa.Bmt fioda . B' RaNfrp B n.f Aoadt/ed pl— rw . ebt—fw lgHvrn • l tcp we mob, SLAB ON GRADE HOUSEKEEPING PAD T-1 CON5IRUC710N JOINT T-0 S.W.- t . - seder M— - Pi. QQ ♦6' Py. 0.Q I f —I bhe r. APeer,be�d .l nJaew6a .beam.. str Pg. a .. ~ • �NIMAoyie a eranfdpwra i Cnfs N 2 m— Am. ol•6hf b to D. Ca+a Aw fAieevcrM coetd dN bmd (veeFv .va'd / amfha ermt p-- — — — — 1 s., rha tnL n+a- to. _ _ `Note 2 Jknflm r fttd YQeO�• fhleee Ofherbe ' Note 2 - 16� aRe6�ifa g sh.- b h a wu. f. /aWy ad .nw ee pba.d am .adr fall .l ear. p.re.a SEC77ONS�• D S T TYPE-1 - — — — RE7NF0RC/NC AT MASONRY ' �aFJILANT GROOVE T-0 n„r P0. WALL OPENINGS T 1 SW.- Abne et Nate 1 Sea da6 dro" a Per Jae - for et iTlP•% a Nate ! STEEL PIPE WEEP RING T-1 z d e 0 Sid Bmt (ram J soda None _ rd sr� ; r ! i .. I ay'rr '" fad% Note 2 6 tr' Not. 2 /e J a•(:r/e7 I s :a 51161. r- ," a ;. e s re - SEC77ONS D < (T 4) - I !tr/raja (a/ieJ �e E" Ie Note J See deta6 dl.wf�p �- [adi C-U) f. m m (riP•J � N.I. / mh.- .Ve .dn �je- J/e mer. i mtaaacf6ma . tdxnm o � � . ,... . rireJLIZIL • Nate J N.te J • • . 6- Furs RlP WA7ERS70P T-1 9- CENTER -BULB WATERSTOP T-1 12" BLOCK WALL SEC77ONS T-1 Not° s SEC77ONS T < D .S 2T Note 2 s ara Kane Na • s`"° ^'e • SUMP OR 7RENCH DETAIL i�fata+cr a®o sn o®0tlr COACHEILA VALLEY WATER DISTRICT 0. CAAPENIER .� ROZMN! Y.jJt,'Z�E� w. aa, n oo—a �!.'p\ DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION Mareh. 200a STRUCTURAL TYPICAL DETAILS - SHEET 2 OF 5 D+PS-402 • a+o .. l r dd b np d � roe�r swv wmb m mm • REI/O�AB[E HANDRAIL T-1 mwma.s .n Pb . mw m✓meb -NN•� b yr arr w�vwm.. il. wer. be rlb . W rs.r mom .tlr. * HANDRAIL &PAWIQV ✓OAT DETAIL T-1 wvw ww. •r yn_ G mr .rlae wb e.r w.a�bw aN•' Ota� p arrmnb b r d€ mr mvn v�mm.s.e,c am mmm .�meamra oM s.wyi . nnmw eml'm°`nw ro . rmro ,sewn„ SVETY GWW DETA2 T- . tMTKRQ: SU) 0®DO( mlaa D: cwporrR a RDUM/ ' 'mm bw mwuD rrAvart r a awvow m xm m wut r,wwm awr wr n ai® ,m coea,wnox _. MP YOMM PIPE SLEEP£ MAX i- waews ]Y Re rods arm ma tl mmm . iVOWl,4IC{.. N ' - E1BE77DID .. PIPE SLEEVE DET- T-1 1 va• Vd r Vi• e .ys•r rr y r N• n Ri+ewer,mb rw rmvb N a�Ar •.. • - A*• irwm rae re . wee•. a N•.a.w.lr BASE PUTF OETA2 tmr lbm L"4 W mam man. N• 41-aaae .b,.n.w. �"''7 j''� �yf� edea O Id ama •m Svueee F..'d mo nr. wem .. rm I V]•r.rny lr.r N'¢r s�e — mermm mm f .. ]ram w.s 6M Mm rl!ev) s ,bm .wmer I.+ar b.. am m w r.rr f•W mr roNwa.tlw .•mr rs mrm.we rwwrw�e ':mre 'r .rmr ,.rcer m..m,r .wee.m�rr.ammwwtlar (q .mrbNwrrwbmr trW w.n .a tl w mw+w a'tl aearm,e mnw,r m cmaro a r nnbwrr 4e ma • Ir amsn,Nymwel,orya •6re tl]. N( Im.Ys wan m. wmnm heron ..ewe. tlr ee m.�, wmrr� ��"r9 m.rw.s eo. REINTDRClNG Ai RECTANOUTAR OPEMAT.'3' D/ CONCRETE T-1 wwr x.m m.rmW-w VI'— N.y Yr. y..vsmwmtlw nabw.rr n] em y1d swTwm aAe ..0 rkMu mm¢ a o �r� �ws r mma.r ar b' • NI' o , Nd.ew ara aav m. an d cma b' wr r m Miebe m w a.yr m^a,Ha o m ee.wlue ]y w pmwp wmwtci.w eb aemr 4 w .�y.r. a � � r.wn oane wr w r w.ap. .m nb�w.Am b r.mo am enren y se ..tl u s.lrt eL. a_ �+rwb .rtn e.meim� r..mw rwma mmr.a ww,m r-d. QTADNG DETABd r-p. ar wa. _ gg 08 Mane a mr .I I L h 9 1 d ~ 66 SUB ON QTADE T-2 wa.•nmm. COACHELLA VALIEf WATER DISTRICT DIKE NO. A - GROUNDWATER RECHARGE PUMP STATION STRUCTURAL TYPICAL DETAILS SHEET 3 OF 5 iJ 0 mn L March, 2008 m —Ps no .mwq RIPS-A03 0 r no LENGTH 6or q Hook 'Lco ILL) . Embednmf (LE) /4 B' 18-.(24) 14- (ID ) 10 10- 23' (M-) 0 !z' 28' (Jr) 22- (29) n 14' JJ• (IJ) '25- (Jr) � 76' Soe T. ad" See W. Bdo. rl9 19• /10 22' Am 24 *tENG7N Fv 7' to <2• Cande(e Coker Fa' 2' fo <J' Canwfe C.- For J' and (.pryer cd-te & Ban She Reber $oche ter to cant ) < B' 2 B' Re6- -1,, g (-is to emt J < 8' 1 -"a? Reber SpachD II -far to cmf J ' < B' .. 2 8- LAP(Lt) .' 0 62• (B/) 62- (BI-) JY'(49) ,.IY (497 0997 (l28) 79' (10J) '69- (90) S6• (72) 49• (64) 42- (55) 170 125' (16Y) 1 100' (IJO) 88• 015) 70' (91') - (82) 50• (65') 171 IM- (201) 123• (160) fM- (14f) 66- (112) 77- (101) 62• (BI) &wBwmENr (LE) 0 48' (6J) 48" (6J) 29' (JB) 29' (JB) 29' (JB)' 29' (JB) /9 _ 7Y (101•) 61' (80') 54- (71-) 4J• (55) M' (50) M' (Sr) /10 97' (127) 77- (IOi) 6B',(89) 54' (71) 49' (64) J9' (51) 67.- (Ba) 60- (78) 48' (6Y) x Eire of Bor J/4b AJ25 Bata UAO anafru�cfbn Sae 5'c/laal//e Joht Auk f I P l/7• a E14T II I She Sm End of Ban IRren I ).J I I 2 Hone v r ed rowvrd fxe of I I � I � C F the W x a oa rate lhkbes, BEAM TO BEAM CONNECTION T--2 .. Notes SECTION Scn/s None L Um Impths h Mem faaas opus aMeiwira hdkofed m J/a"e AM, de.10 d-whga. Bo1fe h i 1/1• 2 roaea as to, --I. wHA•o cempneaAe .bmyth Fe 5/olted Ham of I,= PM.. and grade 60 rehfachy eteof (fy 6Q000 P&L) pvK '. .1 /f rehf-hp .fed la epoxy coaled multoy the lop and _ 1 anbednmt lmyMe br Me fable by AS A ro VIA. ban of diff I .tree use hp /myth equal � I IH to Ma leryer or Me bedrrcnf I- 1 o1 Me hxpro bor a and the lap 1myM of the .70r bw. a, S Wke ba. lorya Man /71 w(th nbor o WjD - _ O rL Ertmd dowd bare % anbeahrmf length hto the secand r w ` . bar a ooav Me canefrucI. frht un/esa it. Rapd pad Mrs M.- to glke WM other bee or'extmd fo Ma far t�;M l/T ar mpg o/ bssh calms hd fa ratan and dot bona ' _ f of Me, member and and with a etondmrd hook. aem andemoo STANDARD 90' BAR HOOKS EMBEDMENT raw. f-s . L•ny1/4 c SM, of LENGTHS AND LAP LENGTHS /N CONCRETE r 2 BEAM TO CONCRETE CONNECTION T-2 Op.h,g. Gtmd MDlea Scole.• A'om - Saole: Nona Ole Shmf Moth Eo . - Spe (No Myfaa R 'd 7-J for glmhpa • a Ae Rop'd - Lev) 1d Lood . d SDan t (r)op) Spodr. Sped6c Jn T-4 m aom a Wdd Wdd Nofv Job( !/1' 10n J// D.� Roof Wa1d Deck to Mefa Roo! Y y Anplea Pudde'-0 OC Bmm or 1. a. a_d Rae J� Jebf u 1/z J 1/1xJ/a com LJ I/aJ ty7.J/B con Val Y J/, a Akhedw Not, fa be 7 R- � Mmr BdLs O J/,'/ AmeaAa A-L,*.d and Mox / FOR 0 5 LARGER 1=!' 0C MM .B" Mman edb O h.f0& by FRAM/NG FM OPENIN45 6' 7n r.•-O- - mhhrum anted �'-4' OC with B' mtece0meaas . TMW 1'-0- R SMALLER THAN 4'-0� hknum anbed BEAM TO BEAM CaVNCE77ON SCHEDULE rjpka a- Na of Balb pate 7hkbraes Wdd Sha Ganmmh KB 2 J/6' 5/l6' CfMfNEC770N SCHEDULE Beam Sm Doubt. Mot. She a of Bah. N AahesM Mchora Numb. and Srie Ca,11.5 L4,4x7164'-0' ? 4- 512110 W/ 6- Embed metdn'conbocfcr. DELW PARALLEL 7o WALL PECK PERPEND/IZRAR 70 WALL FRAMING A'T METAL DECK OPENINGS T-29 fRAMING TO BEAM T 3 DECK ANGLE TO WALL T-3 Soab: Nano - Swb: None - Scab.- None _ I •Aemkcr 5t0 DOrocu _ c04CNFlLa vwiv WATER 06TfaCT a — o.n® RO= o ' ' • 2 �� )/® • b Prua1� DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION March, 2008 memo a wn m see � •r♦I ,5) G E.: �®l(�y��) — Iago STRUCTURAL xm m m �paamucnox k7R�.' ' ter. jre.e�menaxe TYPICAL DETAILS SHEET 4 OF 5 D4P5 '404 • I r I t J 9de i ROOF HEAA( 70 CMU CONN 1 Scole.' Nom YAP LJ I/20 1/2 MR) �'�•' FID Packet •/ Goof At? a — A, Set PL J/I B• B- `mil•/MMw Barra to* r'-o- SEC77ON A Scd. Nan. -N FF. 1012•EK ZJ/I•= AJI$ Bo to lkh9 (PI Roke fo T) F Afht Run aob (Tip) R.drw 7ApA bwA bof fhf Bmd Beam Cmdd J m 5/75 ACONTROL JOINT AT BONG BFAAT 3/4• PL I O ma- / Jaht B• Uhl[a0.thD b. (Ruddy (to)C Lmp bavmfJ . PURUN TO CMU CONN p S&P H.* Redjf#2- 0 r/ Doxdsot c—f-f Ah4 - IBd =17ROI JO/A? AT WAIT D• 7 1/2' Bean D• 7 I/2• ' KK MASONRY CONTROL JOINTS 4 3� • . LRenM OWL Sea S-L E1415 e PIPE PP RT seal.: �' — SU 0 DETAIL 3 � saute: Abne -- e ' IeG' eland mD te•' Rermwd/= dbm W J•-0• Rao/ da1cA RbW J/I• min. Rung dbm=far 11.•�-- ' ' 2' dui W h . 12• r=w•na AL • Rool �. • • . . ebdwt d J) T k W , 2•-0- RW T �+mD cmfef> • (bR y Ibdir tkaenod - I. bar (aJef' 7'= y1• $aN-c2M,/oD G Aug .. 2 /2 Rbg YB• Rog l2- 2•-0• J/IB• PofN � /1 10 m pudad Ig �A R rift Bali �) AL 11 ufNfp I-I/B• r .OW 2-0• 66 wol df W of 1. B 0a. 1hrs- i 2• .thnna Wodg JIV* I-= D- PLAN NEW 0. OC Nat Aeodf 50-t-crmd ma I 2- 7� ,D•-D- . I/2• = 2• Sbt W4W dmakafa to ' B9 DETAIL A EXTERIOR LADDER DETAIL 5 . No =cab . LB7@70s SD ofa>m OEBOCK ' ®m 0. CARPENTER t>Awnm ROTMIH mR as w M Y ' ro a ugn rrn faxmnlcngx n.o Q SECRON B S.vb: Atm ' COACHEUA VALLEY WATER DISTRICT ^'n oar P/�bl DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION M. h• 2008 G E'l tax STRUCTURAL. ap.a xa® TYPICAL DETAILS SHEET 5 OF 5 D4Ps-405 i I AINO S3SoAmnd )NinniR Nna 3 � flns G aIv8. E E a dU U Q _■, � Ili inlulnnlllmllli mujnonmu� 1h9h9Vh��.. I� ��' ,.,I�I�II II • !ii�l�� i°� III • •!' �' lnlp'iiunNi 11a 91�Ilile ,1 �001101'IIO I� UN f 07.11 \11 1`iullmnnnm �� ,. �t�■ ■ \d�'�Vi\�� ppppIIIpII III.IIIIIIpilll I � � I Io � �, 4 �tmomuuu I�� —' .rn•.nn7noo u °aiioauuI�il A GINO� i HIM i:. AINO S3SOdHnd ONIGGIa ZIOA ilk A IRE �o� �� i 6 n • 2AAn/s /J O JT' .a- arfon 7�T, . rai a wnm . ,n � 4 Ada /J t » N /6 O Ia- C-ta, PA of vWA 9 h /5 0 16' End b i of cart g /TrJml .u• Abrab fo —kA r , .anl�a .cn �r t Ps-4 a r/i• rar,frr n NP a s a, a ,wn /e 7.a4 44475 rac a HA, Po rac a N.xr EX' /J o ,Y /5 O 12' I1� E� /off 1 I I7' /s o.e• Y \ / I : I E f,wm' .7rm .wfJ Fs o ,z• - /J O IY' h - . EW. I _ J• / �J O 12' - EF I I ... I , • 7 I I I AE 7RD/04 WRIES R ' /co. If S DO-? A �I -IDJ 407 ��m'mrar ®m sn um>a DMDCK COACHEIIA VALIV WATER DISTRICT °iII ' r CHUNG nr>� Roz.0 �1!AiTiEy? - Pf � DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION March. 2008 C.mno r, Nm m — STRUCTURAL ^�•� BUILDING SECTIONS AND DETAILS SHEET 1 OF, 5 D4P5-4oe vro ' I i I I i -M A INV SdSVddfld JNIUUIEI HUd i h O e�47 N � o N a G� a = n h ^ b U ¢ N N J ppZ = 4� Z V � Q N O W 41 mx R z W G z 9 m 131 LLA mm J ] 4 - O' � N 11 5 b 8 1 MW /6 EF.. oaM M f.. YetW Roo/ Dock Sae /1 0 11' . Q Day. DIPS-107 . Sea Obta6 J�II R7PJ I . 10.5 Q 461.1 T 1 I ww /6 �. a 6 ro a u ewleo tim See Da 1 Dag 0IPS-4M /6 O 16• C: ft ;y of rob fed b a of ao4 i J 4 2- /6 0 6' Cant 4 p N Ef aed vb /. u u p 4 m � 4 /fP p, 1 AND 16 N.P. F.F. Q 441.1 /1 O 12' o (!fP •.bD ndi1.J 41S I HP. F.F. Q !Al / _1 9 1 /1 0 /1' iL• 1 eepaGN ti Krdll k •� i . /5 0 12' ' f. } Ld ss ' U) O •AQIN'DI o®m aD n® DEHOCK COAp@LLA VALLEY WATER DISTRICT - Q TURNER m,,,m RoZwN ` ffi - �A 1$R . e� a �1 Loa) DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION Mcrch, 2008 m G,E � 6 STRUCTURAL cmn a%S LR�'� efm^^"0tli0°'°^ BUILDING SECTIONS D4PS-410 xorm rc"cain AND DETAILS SHEET 3 OF 5 O LL . .KINO s SodHnd OkOGe �Jo . . . � cc - § b . ! . . ` \\ . �§ ` §k 2 / f � # % { C3 . . �. ro _ ■ . \ _ \ . � . ;061. .7 . . . .. � \ \ \ \ / /� \ \ { � |[ LA ■ � �■, . . � . ,- , � ! | § ._ Z ) Z � � I 2 G50R12 _ /SO I3• Q /O I1• r — EM. /J 7iea O 13' 150 13• � P td J Ilan O I3• WOON £ - 0 F SCT PS-1 • 0 S, ga� Pdv T /J O /3• EW. p ' 4 /Q'O 13' 5 v W 7 en4 . S.M., A and Da a , DETAIL t - a� I •�¢mcm a aD� oERocK COACHELLA VALLEY WATER DISTRICT I CHO �m ROZ— NT�R. •— — 101 � DIKE NO. 4 — GROUNDWATER RECHARGE PUMP STATION STRUCTURAL R1aom a ror n ¢vr: c �• •, � 3S ww�roaxu -'c;. L aaay. ,a� GEI: sa�..m wJ ro ec usco wR mwmax. -T��'�+ BUILDING SECTIONS AND DETAILS SHEET 5 OF 5 D4P5-412 J A d L C L 9 A+c..d bvuEry Wab Dbo41Ae6ie2 MM*4 M—Sb*".0 DmtM BpodllpUmn mitl °gN�W![W11WFS120_9.De Tm wno-Abm(Ma town+ t6 M 2M M:W:to 9 a rz•-0' 4g �➢ r-e- s'-e' pwr, p � r=e• r-e• i . S B 4al D•Yu aEaq `1 9tl O rnlexd po6 - '^ y n ra• i Owr to umM `• i 1 e i C el el 3 �� >11 • ^m h M Z Hi z a•aF FOR BIDDING PURPOSES ONLY a I /efle" EW. /JO 12` ! Q I a e eadno tad, O re• cit T nah, st�Pa /ro,7•• �L__ ....._.._............._.:.. .Rh , war a a«k ,ronr aba not Mam rw aadb. eadb) - 12- DETAIL . c h S-1a J/4" - r •-0" VAR 14 0 A PLAN - qe ed1 r Saap: J/B" - ,•-0, SEC770N q rnw,u... See not, 2 c, osv- Sae note I 7'-0" Acme hafts 7•-0• Ma 7 r-----= ---- -� 4 � � � rb,aded Id h I ::8:6 .. :a w,r� h e" e• Po C5 lr.J l/Rin 2 1 1. 7hnmpd mu➢GID eAaq dalchp the /a0 tmulm J. o,v- m 14). - .��./h a ]he mrmdd loa .4 I _ z camaafx ,nae�,.dde r . I .: .. I (rya) 2 ri Aroma �/d I anamtp a« a1 1�irms ro:,aw,,. J .�'`B A A0 dad W be hd GV pnhanRed over labaoeon. Z =iife's�iie3'' /3012" /JO12" O I I _ UF/7NC EYE DETAIL p q m I r� 4' •'' wrna- o� i SJ14• a 1'-0• wR w r * I L? A aadfd • ' 14.-0• a hbhv: , SECTION B f' Fyn �`qiv/ 1 i,, at avnage a m I TOP PLAN swa _ -0 ♦� Strop; ye" _ 1 •-0• ' + - 2. Ndch,a Mao be n1fad Av R-20 kce,p V Z iwsr4avwm SID n �� HUNG ao>m D3M VAL COACHELLA LEY WER AT'DISTRICT w 0 cKUN�zwN' aTQ' ;' ,T o_ DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION March. 211011 Ion 000„ wemFa am .i 4 � �'a' • cc o a.n as ro wm « w amunm T?7_f��C1� G STRUCTURAL aw a wm ME M' VAULT D4P5-421 LL I .. . . .. I . I ! . \ � %2 \ %/ KINO S3SOd�nd ONIG018, NOA lq;I 1 1 \ � 2}�7 \ � q� � - IL .\ . `� \ \\�\vim{ � iL - 01\\` � � 2 . . || � � | � f \� j . . �� / , . |� � § Plp/ng Schedule Ma W IFga SalAllf lYa AU/E � AtiD 6b11wLL AO>F Ar AfW11 aw me fseY Aare ,.p : rmYer NUIR e-A19 alNlleir fYY Ames ,. rr a re oa�tacs � awe siON�nrtmc'�iaals rtn sma c�runs Am aawws Ar Y¢YfArm av awNacc Y SIM!@ ]Tay )MI[ JIO ,LS1L AJIj sapm SPpQ6S 5lfII, IIfK J14 M9 e16.1, Iw l6j Aim eIG4 ball-NIIPaL A'i@MIE IQS Ot I A9 iLVA'lII swan San• /LNT�Ey ,y,9 AT 9pY)/ m aprllyi J JYey�IlS YJRWf I— - 190 IlR JI6 .Vd e184 9/rr-Ytlbal sslKtS aJln. nAM'lD .M9 Af 9BM/.fYI 6WIIALS Equipment Schedules Pump Schedule Pump. No. Location Service Type Capacity, gpm TDH1 ft Motor hp . P-101 Pumping Plant Raw Water Vertical Turbine 1J,464 160 700 P-102 Pumping Plant Raw Woter Vertical Turbine 6,7J2 160 3 00 P-10J Pumping Plant Raw Water '✓ertical Turbine 3J66 160 200 P-104 Pumping 'Plant Raw Water Vertical Turbine 3,366 160 200 SP-101 Pumping Plant Drain Water Submersible 45 JO 3/4 Compressor Schedule I ME-101 Pumping.Plont, _,.lir Tank mounted duplex -- - .. J5 ctm, r�1y 175 �,, np 10 rtemorks Surge air compressor 120 gal receiver ME-201 Pumping Plant Electric Gas engine powered generator 750 kW . Mrac 1¢nw4e eorwrrxr cceexuruMe . . ,alu awln s+mixv a rNe wwwav Aw . me nw ruo ruwof y� . //qq��rr �� iF$W£DRY ANTES WK heal mnm /m NO SGBSlRbYwS IMb4 AmPlID Br lNE aASYtle/w llbi .9CIJA]IIAK TaP Y.F16 ! .11LYa M9 (AQYAf ![£ YALK Sa¢v4c qYv 91Qwt WlllT 4£ S4WiGlO6 Jvr91d1KW WFA]¢S a6Y. A05mV1tlM! . ISL bC AL@!PID SIAiA:il ro mON9tr6 v 1!i C9xn M/Y@A SGx,/ IMIC • �q� )� '.A.MplfYT�>GIA'li: JAtNt Br � N!SI�A.1Mtl�1N1£R(1Ib. � �GIAYIS fJNNIl M NNC W1a011L 45Vf/ MY�R e N116 —p ' l�auiNCC AIIDKVA2' B K IiElOMS SGlC`xxRA AUN SYb.Yf ! lIIr A6UIQ yNa�T.tl/FAD Mi WT LVIwL 4p ro11Mi !R AE7YCIlRwS my weAn® ar nwxs swt of AANRD w AC9GaNC'[ AN! nnr Arols !Nw aaE evAn. Aw IAEEr Iv+ Y.v, aumw nER a! Herr ar atxe» !wf f�mrs so aseawlm sxue Aor saa A Iew¢ v AAU resx rWu of a A xnv AaEclmY nl.E®.s mac wrn, sxa+caxivs maa ro br sabcrsn er ' On✓waR. ru Iue[ !xw a rs eueav an nEEe Nm nal or nNl¢ren wv ,o! rsr w lac Ieias Ixm Avu¢ aevAna �. Isaro W ranut sNwe BE Aav-Aae�aK bree01 Insr Axa pAOY tL 11Ee'ruE i� A 61. N' bWI HAY ' tlIM LM11i AO 1 Al EWMIIFIV/. ' frJQ�lsaNlie! SAN(( /pl SIAAI AA faSS N NIfNAI K ATYR !NW I aOQ3 AEAEERY �.U�p i�V AAO --�� !RC � f r{y'rgC ASfC.EJ1IAV SlM'a1.0� /�m�pUl�lirrfM��.T T�K enS SEr SHQTY.IlIpC: - TA@@!W NGO RUnNM . moE.,mo a wlt tm ,E r� r, xm m :�0� mrmwcmx �TS.7rf�1�t' Tank Schedule logo. Location Service Type Capacity, gal Remarks T-101 Pumping.. Plant Row Water I ✓ert. Welded SH 1J70,1111 Sfomge Tonk T=f02 Pumping; Planf Row �Woter ✓ert. Welded St/ 370,111 Sforoga Tank T-201 Pumping.P%nt Row Water Horz. Welded Stl 151708 Surge Tank T--202 Pumping P/ant Raw Woter Hor/z. Welded Stl 15,708 Surge Tonk J z 0 '' ^^ V/ W N ^0 INNL LL • a ca z COACHELLA VALLEY WATER DISTRICT ouE DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION M=h. 20— —OF—�^��1 m GG E I a�„��\[�JwJ MECHANICAL — x.E NOTES. PIPING, AND EQUIPMENT SCHEDULES- 07S-500 Q 0 . sr oar elaow, ! •-0•• J" Nr G wcwm 2_� mM AlYb /Ii8 Sfrmr J" C.- Avy. efl cAue nipp/m 2"Ab Mame mAs APW /2,10 Wh /+18 or ' qq—d .pool .. ,fL aA,e ryrpb i i7ow 2" Grb mA\ [ f _ none /+2B a p � .. J'•�7000% . _ H ff cplp. b� 2tA•I"l+e n6 J" R M� 3 +5- S&M dbaw 9 /IaH cpf0. . g AIR VALVE ASSEMBLY 1 3 2' Air nr — .we A-00 2-80' Struat ./Oars IMi,b r�b plpe ebmerer. JB• oae my ane ,B' w aVe Gameter, .brper Nor Jp: or,p• on AMnpura K l 2 IS' B Nhm, i� vfee on en w�A,�eyra. w/N 'drvaer av op of +r v.r.a176.I BUN erM, m Hle aUrYOnD eho8 conaht or an du86np fnsrdat6q nut and wo,Mr. ' AOWT /NRHLST aKLNsaKs (w H T N E NI L N K S ze J/8 J 7/8 J 2 26 1/� 2 J r/2 /z T7 J/8 1 r/H J r/e 2 2B 2 J J/8 ELEVATION RPf SQE 12 J/8 J 14 !8 J/+ 3/1 J ! J J/+ 27 1/2 J/8 4 r/e J I/8 2 JO 2 JAM TD 7/8 4 1/A 2? J/e 4,//4 J 1/8 2 31 J/+ 2 J'J/i J0 J8 I 1 I/+ 5 1/8 6 J/+ JO 1/4 AM 4 112 J 1/4 7/e +2.' 1 1/2 7 J/+ I6 7 1/1 8 J/i 6o I !/1 It 1/ /100 KIN I/2 oKr- arse/ 2' sw. poro mno none a /428or approNd pw/ .lee/ 6' BWd Rp, tapped 1 T�. LP. V—d . G —�6.' iArnpad -U t 6. OuHet ramr--t �', +B•• YaNJo/d p/pe .. .' AIR 'VAL VE'ASSEMBLY DETAILS 4 3 Not to &W, e� a 7A@�70r o®a NCO 9 no�vauo arAvaa r• a acuc y,r CHUNO n�m R02Mat1 ea7 Ila�`p JJ 1/1 1/2 9 J J/1 1 !/1 J7 +, 1 !/I , +0 1/2 ,/2 S yi J 7/B + + !/2 17 I/1 1/2 J .j/+ J 7/6 7 1/2 SI 1/2 i 1 !/2 r . PACKING GLAND DRAIN sB r/z ,/z a J/B + ,/H a r/2 11 . . ,yi WA7ER DETAILS J HARNESSHARNESS DETAIL Na fa more . J/4" Se- 2 1/1' St—d.V H 6260 ar epuUl 0— 00 . _ 'Aeh—n bw 1005 w/ 1/+' co -I/- K' &' 11 J/+' — MW / fron CMA Wf — ObuAft Po: QCaw 4pap J000/ Hal/ Nole.• . 5e M.Wrvv HOSE FAUCET OURET 6_ PRESSURE GAUGE DETAIL 5 : Hot to Smb s ! -1•-0. I . I a a..,. •— OOACHELLA VALLEY WATER DISTRICT °i0a I V11'✓��T'Eip = ��®� DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION March, 200E SjTj,RT. G El. MECH MICAL rmm wa„ss, TYPICAL DETAILS SHEET 1 OF 3 O4PS-50t I I e fmt bap e•.r m.r Coe aan bof d re' sa ron< erwpee P'el - re" Ja root .ep/we Poe . ' r—Fwbrroe D.aea - rHrw.d P� .. tp Mcwv w bd M rote- gvemW b Ra &W-d memaMrni roved rowu' D _ Fma pe tmWr w dbom w e d/ipd Ptipe mdfedm w .noon on maarvs / / J \ III Notes.,/b^We &4&dN .vM R-Wd bdffNy I. Sae rpeaYkab'w'f- roatbpt Notes,� use fde 2.Mdrfde —I- M .rWn t Pee I -I. Sea epedr Wn for ro &gm eaM baibe wAa. Y. AvWde awrrafe wAv .dpprt pd rr .oan fwrke thou. MICAL BURIED LINE VALVE INSTALLATION 1 Met ro sroM TYPIC4L BURIED VALVE INSTALLAPON AT TEE y /A# b 4ab banorr . thrones pees ox at ypa dwra . 2" Cl—fhrn P Hr ar Lbnrpxfad. bac4rm Ie MP% a< V� 'S ilbapi ' C� - /J O I?" Al- I Cane ave r /roer Cenrata Mngt bkcA I. -I 17' JIR SST Ad bat PA. 17 _ Grp edn L me d Arp. PJ84-Mi EL£vAniN U PIPE CLAMP 5 - . THRUST BLOCK FOR'R£DUC£RS Aht to Sadfa ,T ' Mot fo Srofa b' [bmmtr ,0- I D,a, ar vaAanbae do/t o;LA fro ant Mr nuA rr bwdrg oMr (ryp o t 4) !rm w eI I�ryp -c' Fade .1 b -Mthat dbf afpeMa stet 47' -d -Man-ab/nk Ss J14- chum/ -14 0 12' EF. Lbnrafa yr_ M,rer I. WAmr aupPpaffG,P Pie arq lAige aearmfe0' on Me home finq ronvefs pkn p/pe 2 K7a d9dl—bhl ddroWol! mde tnwi. My'avmameAmmra/w DoNu' f Mw w—d i M J a�w: omr romfaauon a rbnbectr ewe rowbawf p/p ddpprh b I -11d a -O—. 6 FMbpr alroen trot repubpe. RANG£ AND PIPE SUPPORT . ¢ Awe to saata _ L�fOr n ran m ac rah ouemucna ®o NOD e® ROZW oalnc ` R.COACHOL / R C .. "G `] GE . A MLEY WATER DISTRICT DIKE NO. 4 -GROUNDWATER RECHARGE PUMP STATION emu —` Yorch, Y0p8 MECHANICAL TYPICAL DETAILS SHEET 2 OF 3 DaPS-soz J Z. O ' (f) W V) O a d' D a. Z m a *L st.d Cr 259 Utk— 01100 !Paper rem 1T0 7 150 lb Nreoded 14012- Erzw. 14-2 R *c— royu, J, Arm- er.rw. 4) llw� * Aw muned N Va. w-b x,. as . t2" SEC7701V ADJUSTABLE PIPE SUPPORT SADDLE PIPE SUPPoRT W17H IV BOLT ro ware 2. PW pg 2. ra duftw d"ir b based w I 2X-10'07'-0'erd, vt GUARD PDST -tW pIt. (tSF9 I Wm & -f 2' Be f. Pahl ssr v rrmn fl 8 —sue. _>j 0 0 f2- W— 0 t rdp To Lend a 9.ped or SWUMIRE MISTAI I AWN 0 60,k rww g� V) �Nt'd go.. C�. w -tkw t;pump. �wd .6f; = "--r dkd� I V) r csP f. pw 0 GkWEPATOR 8V qELAIL_� Noo CRUNC Roum stT GFC -loft pw YARD INSMIA770N HD AI VA/LT (L SUMP DETAIL B HOSE VALV£ DETAIL Vr k- S-Nana M.. . � -rE —Zm COACHELLA VALLEY WATER VZMW n. DIKE NO. 4 - GROUNDWATER RECHARGE PUMP STATION kmh, 2008 a) MECHANICAL TYPICAL DETAILS SHEET 3 OF 3 ;I-sz 0 3 b a e a i I' • d E S� 1 � g � S E g• ��'� � � ��6�8��➢�YY�58��RY8$a } ' " •� h 3 Q � � , 3 5 S h �1 • N b n b m 0 ,^N '1 • m b^ m D b h nn h ry •1 h F m b h h A m uu h h h .1-INO S3SOdmnd ON10018 NOA RIR � N h C 0 u W Z h y W W 4VJ Y� �o 3� � � a • h h { � � C LL33 a z i E X $ N )_ _ � ..• N . � I� I� c y � b 2 �• a S n _ 88S q _ s xS 5 h N b a`p t YI �` W g • I _ � �� o .. ? Key vo aAr o:• h ' 9 �A4h & & S o 00 .• N h o 6 e Waw�ro 000s tmmn �a!am 6wuw,��s�nt so9ea�annmwow?�a wa s oswr�s a+me orvm cemoo�w.w•wwa n.w�:r�.