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7020Finance Revenue Code E-1 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION "% 6\j•L 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 iviinor Improvement vermlt Crass IV DATE:January 29, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Trilogy @ La Quinta TM 30023; Monroe Street and Avenue 62 PURPOSE OF CONSTRUCTION: Monroe Street offsite water main, DESCRIPTION OF CONSTRUCTION: Install water main from Avenue 62 to 2.550' north on Monroe Street` ----- DIMENSION OFINSTALLATION OR REMOVAL: Approximately 2,550 LF APPROXIMATE TIME WHEN WORK WILL BEGIN:January 30, 2007 TIME OF COMPLETION: February 15, 2007 ESTIMATED CONSTRUCTION COST: $230,000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/ replacing improvements) COMMENTS: Umb ptut ON MN NEED _t"6F + L� C oij?1zi L* AL kr-�' in consiaerauon of the granting of trns permit, the applicant nereby 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- 707 5. 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. Sig o ppli t or gent Shea Homes, Inc. - Jeff Davies 60-800 Trilogy Parkway La Quinta CA 92253 (760) 777-7005 (760) 272-9798 Name of Applicant (please print) Business Address Telephone No. Desert Pipeline, Inc. 83-477 Avenue 62 Thermal, CA 92274 (760) 399-5194 Name of Contractor and Job Foreman Business Address Telephone No. 251658 1513 Contractor's License No. D p City Business License No. Great American Assurance GLP9252078 Applicant's Insurance Company PERPolicy Number FEES: Subdivision Improvement Permit - Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $ 6.814.00 $100.00 $ _ '0ti $ $6,914.00 III CE R OF L� QUINTA is improvements: 3016 of estimated construction costs to improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7020 DATE APPROVED: _,,7_,44 30 . ZO 0:7 EXPIRATION TE:6 Ad- 36 BY: (0 � � li Administrative Authority Jan.2.4,..,2007 1:28PM DESERT PIPELINE INC.160.399 5481 No.5057 P. 2 PU$ZIC'WORT{5 DEPARTMENT APPLICATIUN FOR PERMIT D. r7,3Io9 [1aciNo: 0�3 .Piojebt a>x►e: �j i,� dicinity: jq sa of on (Ex: R �g�; Grading,-O$site Street eta,) k14,0 L ro i'f� Wee.. Y GYr� keal gicV�Z V�^ g4 Plain Set Np. 01234 - - - I. - -- ---J Dimemion of InstallatioA or R 4vSte' l.. - . Contact Name:.. arr PhoncNumber:7l00-Z72-?W Name•vfApp1ioantt0waer: ta &hteS Applicut Address: &V, O v ri o Applim t Telephone Number; 7&& — OP-5 Name, ofCoutt owr. Pesee r Conhaotvr Addx4s. 477 - * ,�. 4IIrAw 17 4 27� Contractor Telephone"Numbet: 7&o - — St Contractor Staw Incense Number: .25 5 g CiantMotor C ity Busium IAQ=o Number HE: cURRRM MORMCE CEnTMCAT-E MUST i r, rptovjDw Appliffnt or Con �caotvr GmW Lif}hility Insurance Company: Liability Insurance QM Use gly. - K;A pee; v Asd3nflt 0 . D�vcaoat� max: Cman TOTAL FEE DUE: .t� �/gI q � mouse ate; -70 o App�avol Data Dax: care: ••�idmh+isiiatireituclwriry:... 0 AN vSer�. Sipe Ifle Col. January 17, 2007 Shea La Quinta, LLC 81-260 Avenue 62 La Quinta, Ca. 92253 Attn: Ulrich Sauerbrey/Jeff Davies Re: Proposal for Off -Site Water on Monroe Street FURNISH & INSTALL: 1532 L.F. 18" D.I.P. 894 L.F. 24" D.I.P. 4 EA. 2" SERVICES 2 EA: BLOW -OFFS ALL RESTRAINED JOINTS AS SHOWN TEST AND CHLORINATE RAISE VALVE CANS TO GRADE COLD MIX ONLY TOTAL: $ .227,139. . If you have any questions, please give me a call. Than y u Phil John n Vice President 83-477 Ave. 62 • THERMAL, CALIFORNIA 92274 9 PHONE 760-399-5194 • FAX 760-399-5481 • LIC. #251658 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7020 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 shalt 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 (Y4") 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 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 fumished 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. ® R75 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 (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test,shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (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 ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch (" N/A " ) 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.7020. Trilogy - Shea .Homes / 18" & 24" Water Main Installation / From Ave 62 to 2,550 LF North on Monroe Street In addition to the standard permit conditions, the following shall, apply: 1: 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. 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. 4. Shea Homes (Trilogy) / Desert Pipeline, Inc.. hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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 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. 7. 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. (Note applicable to this permit). 8. 9. 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. 10. 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 Special Conditions Page 1 of 6 . 11 PERMIT NO.7020 Trilogy - Shea Homes / 18" & 24" Water Main Installation./ .From Ave 62 to 2,550 LF North on Monroe Street 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 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. 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.. As of October of 2006, these documents can be observed at hgp:Hmutcd.fhwa.dot.gov/HTM/2003r1/part6/part6-toc.htm and http://www.dot.ca. og v/h /traffops/signtech/mutcdsupp/pdf/CA-Chap6A-Chap6F pdf, respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. 13. Apply the following when applicable: A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 14. 15. 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. 16. 17. 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. 18. 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 I at 777-7047 to determine the city inspector's phone number. 19. 20. 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 Special Conditions Page 2 of 6 PERMIT NO.7020 Trilogy - Shea Homes / 18" & 24" Water Main Installation / .From Ave 62 to 2,550 LF North on Monroe Street 21. 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. 22. 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. 23. 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 24. Without the approval of the City Engineer, the permittee must maintain a drivable surface made of existing Asphalt Concrete or Portland Concrete. 25. 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. 26. 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 Associate Engineer. 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. 27. 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 acceptance at least 48 hours prior to start of construction or parking on the paved R/W. 28. 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. • . 29. 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; Special Conditions Page 3 of 6 PERMIT NO.7020 Trilogy - Shea Homes / 18" & 24" Water Main Installation / From Ave 62 to 2,550 LF North on Monroe Street 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. 30. 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. 31. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 32. Access and egress to all local properties shall'be maintained at all times. 33. 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) 34. Pursuant to Chapter 12.5.6 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. i 35. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 36. 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. 37. 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. 38. Flagger Requirements A: Minimum Requirements 1. Receive - and communicate specific instructions clearly, firmly, and courteously; Special Conditions Page 4 of 6 PERMIT NO.7020 Trilogy - Shea Homes / 18" & 24" Water Main Installation / From Ave 62 to 2,550 LF North on Monroe Street 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 1. 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 a. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. STOP 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. 39. 40. The permittee shall place temporay 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. Special Conditions Page 5 of 6 PERMIT NO.7020 Trilogy - Shea Homes / 19" & 24" Water Main Installation / From Ave 62 to 2,550 LF North on Monroe Street 41. 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. 42. Special Conditions Page 6 of 6 CITY OF LA 0U.NTAAVE z O Coyly OF q b](PAUllkj7& c(�aumTry oFinod[usoDDE AVENUE 11-if WATER w UE 61 Nwfiffil 62 w z o 0 z O a AVENUE I 64 VICINITY MAP NTS 1•oR. IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 30023 MONROE STREET WATER IMPROVEMENT PLANS BEING A SUBDIVISION OF THE SOUTHEAST 1/4 PORTION OF SECTION 34, TOWNSHIP 6 SOUTH RANGE 7 EAST SAN BERNARDINO BASE AND MERIDIAN PREPARED FORS SHEA HOMES 60311 TRILOGY PARKWAY LA QUINTA, CALIFORNIA 92253 LEGEND ABBREVIATIONS - - — — -- PROPOSED STORM DRAIN PROPOSED SEWER MAIN E N EAST NORTH ESMT. EX EASEMENT - r/'` EXISTING J r PROPOSED WATER MAIN S)))))) SOUTH FH FIRE HYDRANT �{---- FIRE HYDRANT ASSEMBLY W) WEST GB GRADE BREAK ` i GATE OR BUTTERFLY VALVE NE) NORTHEAST GV GATE VALVE .VALVE NW NORTHWEST HZ HORIZONTAL EXISTING WATER MAIN SE) SOUTHEAST INV INVERT - ----- ----S — EXISTING SEWER MAIN SW) SOUTHWEST L# LINE — _ U — EXISTING UTILITIES: GAS, TELEPHONE, TV, ECT. A/V AIR VACUUM LAT. LATERAL ASSY. ASSEMBLY L.F. LINEAL FEET —t� WATER SERVICE BC BEGINNING OF CURVE MH MANHOLE I. SEWER LATERAL SCR BEGIN CURB RETURN N.T.S. NOT TO SCALE --•— v� AIR/VACUUM RELIEF VALVE BO BLOW —OFF P/L PROPERTY LINE BV BUTTERFLY VALVE PCC POINT OF COMPOUND CURVE �- �' DETECTOR CHECK L ,.mod C# CURVE POC POINT ON CURVE O PROPOSED CLEAN OUT C/L CENTERLINE PRC POINT OF REVERSE CURVE SA Q PROPOSED MANHOLE C&G CURB AND GUTTER PROP. PROPOSED URT C.B. CATCH BASIN PUE PUBLIC UTILITY EASEMENT --{?lxx PROPOSED WATER SERVICE WITH BACKFLOW DEVICE CO CLEAN OUT R/W RIGHT OF WAY G �—® REDUCER VALVE AND BLOW —OFF ASSEMBLY D DEPTH S/W SIDEWALK > PROPOSED REDUCER DEFL. DEFLECTION SER. SERVICE DI DUCTILE IRON SWR. SEWER QQ PROPOSED STORM DRAIN MANHOLE DWG. DRAWING TMH TOP OF MANHOLE — — BOUNDARY DWY DRIVEWAY TYP. TYPICAL — CENTERLINE EA. EACH VCP VITRIFIED CLAY PIPE EC END OF CURVE VERT VERTICAL i i 0 0 • • g PHASE LINE ECR END CURB RETURN WB WET BARREL SANTA RO ® ISM CITY/COUNTY BOUNDARY LIMITS EP EDGE OF PAVEMENT WTR. WATER COURT - QUANTITY ESTIMATE — — (FOR PEWT KPPOSES .ONLY) 24" POLYETHYLENE ENCASED DUCTILE IRON WATER MAIN 894 L.F. 18" POLYETHYLENE ENCASED DUCTILE IRON WATER MAIN 1,532 L.F. 24" DUCTILE IRON TEE 1 EA. 24"X18" DUCTILE IRON REDUCER 1 EA. 24"X6" DUCTILE IRON REDUCER 1 EA. 18"X6" DUCTILE IRON REDUCER 1 EA. 24" DUCTILE IRON BUTTERFLY VALVE 4 EA. 18" DUCTILE IRON BUTTERFLY VALVE 1 EA. ' 6 DUCTILE IRON GATE VALVE " � EA. 6" BLOW OFF ASSEMBLY 9 EA. 2" SERVICE FOR IRRIGATION 4 EA. 18"X45' DUCTILE IRON BEND 6 EA. 24"X22 1 /2' DUCTILE IRON BEND 1 EA. — STATIC PRESSURE 104 PSI WATER MAIN MATERIAL RATED 200 PSI NOTE TO CONTRACTOR QUANTITY ESTIMATE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT -- — BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME 3: 3: OF CONSTRUCTION. UTILITIES WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 GAS SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2000 TELEPHONE VERIZON (800) 483-3000 CABLE T.V. TIME WARNER (800) 964-2783 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR EXISTING UTILITIES EXIST. RE OBT ED FROM A REV EW OF P/L q THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WE AIN I I CITY OF LA QUINTA COUNTY OF RIVERSIDE AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE 32• INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY PROP. 30' ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE EASEMENT COMMENCING WORK. 23' 6' 14' THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM PAINTED HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR MEDIAN SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY I PROP. E THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN .UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED .ELEVATIONS OR LOCATIONS, MSA LANDSCAPING ...,..K,.< CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE o REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS COMBINATION BIKE REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE TRAIL AND SIDEWALK , C COMPLETION OF SAID WORK. LANDSCAPING 'rr ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA PROP 18/24" WATER CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF MAIN (4' CVR) NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. D• NOTE s 28' I C� S d 1i e I Y THERE SHALL BE A 20—FOOT WIDE, CONSTRUCTION ZONE CENTERED ON THE EXIST. 33" SEWER MAIN 12'f PROPOSED PIPE, ANY AREA OF SAID ZONE OUTSIDE EXISTING PAVING SHALL DEPTH VARIES FROM DIG ALERT DIAL TOLL FREE BE GRADE LEVEL AND COMPACTED TO THE EXISTING EDGE OF PAVING GRADE 23.5' TO 18.5' PRIOR TO EXCAVATION FOR PIPE INSTALLATION SAID GRADED AREA SHALL 5' REMOVE EXIST. ROAD PROP. 12"' FORCE MAIN r 1-800-227-2600 REPRESENT FUTURE FINAL GRADE, ANY SWALES, BERMS ON DRIVEWAYS SHALL MONROE STREET AT LEAST TWO DAYS BE REPLACED IN KIND FOLLOWING PIPELINE INSTALLATION. N.T.S. NATURAL GRADE 'T. DIRT SHOULDER 18" IRRIGATION MAIN (4' CVR) I, w� R 0' 500' 1000' 1500' 2000' SCALE 1 "=500' SHEET INDEX QROFESS/pHq DEL4 ol�yC CIO Jv 99 Z w C43880 M CC Exp. 6-30-07 ma a BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BASIS OF BEARING NOTE 1^ / v 1 \ Oc Copyright 2006 '9A Q� THE BASIS OF BEARING FOR THIS MAP IS THE WEST LINE OF THE NORTHWEST ELEVATION SHOWN TOOBTAIN MSA Consulting, Inc. FROMF OF CpL�F� QUARTER OF SECTION 34, TAKEN AS N 00'14'08" W, PER TRACT MAP NO. MEAN SEA LEVEL All Rights Reserved 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. NO. REVISIONS APPROVED DATE I MSA CONSULTING, INC. BENCH MARK PD-109-70 ELEV. 27.941 (NAVD29) PREPARED UNDER THE DIRECT SI MAINmRO, Smrm & ASSOCIATES, INC. PLANNINo ■ CIVIL EN(iIIHEBmo ■ LAND SuRVEym - 34200 BOB HOPE DRIVE ■ Rmmo MaAOE ■ CA 92270 IDTELEPHONE SIGNATUREWC • , LOCATION 109-70 CHISELESCAW",..SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL, 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY. 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH 1 (760) 320-9M ■ FAX (760) 323-7893 OF AVENUE 50. R.C.E. NO. DESIGN BY 43880 MTC/EAK DRAWN BY JLC BATE /1/91/106 CHECK BY ((( JAD COACHELLA VALLEY WATER DISTRICT {PENERAL NOTES FOR DOMESTIC WATER SYSTEMS 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DOMESTIC WATER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA VALLEY WATER DISTRICT (CVWD). 2. THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS LICENSE. 3. CONTRACTOR SHALL CONTACT CVWD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTION CONFERENCE. 4. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. 5. ALL WORK SHALL BE tNSPI=CTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVWD'S REGULATIONS. 6. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION DEPARTMENT BETWEEN 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FOR ANOTHER TIME. IF CONTRACTOR ELECTS 1*0 CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD, CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. M (rid 7. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. 8. COPIES OF THE COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO PRESSURE TESTING. IFa ' Kill MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS: A SET OFPIPE ZONE AND MID -TRENCH TESTS <<' = SHALL BE CONDUCTED OVER THE PIPELINE EVERY 300 FEET AND AT EVERY THIRD WATER SEVICE, HYDRANT, �� (n DETECTOR CHECK OR MANIFOLD. (ff 9. THE COVER FOR WATER DISTRIBUTION PIPELINES 24 INCHES IN DIAMETER AND SMALLER IN RESIDENTIAL DEVELOPMENTS WITH CURB 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 L' c INSTALLED. 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. 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. 12. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE AS SPECIFIED IN CVWD STANDARD DRAWING NO. W-1/S-3. 13. PIPELINES SHALL BE KEPT FREE OF DIRT, ROCKS AND FOREIGN MATERIALS DURING CONSTRUCTION. MECHANICAL CLEANING MAY BE REQUIRED AT THE DISCRETION OF THE CHIEF INSPECTOR. 14. RESTRAINED JOINTS ARE REQUIRED UNDER PAVERS, DECORATIVE CONCRETE, AND THROUGH EACH ENTRYWAY TO CONSTRUCT 18• DI THE PROJECT. NO WATER PIPELINES SHALL BE INSTALLED UNDER CURBS OR SIDEWALKS. WATER MAIN POLYETHYLENE 15. NO WATER SERVICE LINES OR METER BOXES SHALL BE INSTALLED IN DRIVEWAYS. ENCASED 16. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF CONSTRUCTION HAS NOT STARTED WITHIN 12 MONTHS FROM DATE Of"APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCKS. 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. Domestic Water General Notes-Final-7/15/05 CONSTRUCT 24• DI WATER MAIN 9 POLYETHYLENE Cb ENCASED CONSTRUCT 24' D1 C U WATER MAIN N POLYETHYLENE ENCASED ° a 0 oc Q 3 C.V.W.D. DRAWING APPROVAL Uj N WE t�l. 0 W010 �_j 3 JAN 07 co - 77AV-77= w LU ow N 35791 LL 0 aMw= a m oAIE APM 0 C - v d E 0 a E -i rn 0 •c CITY OF LA QUINTA, CALIFORNIA SHEET TRACT NO. 30023 1 MONROE STREET WATER IMPROVEMENT PLANS OF COVER SHEET Q TRACT NO. 30023, BEING A SUBDIVISION OF THE SE 1 /4 PORTION OF SEC. 34, T.6S., R,7E., S.B.B. & M. SHEETS o� f3 C-7n A y i-,. w w . , _ _M.,,,..,, - ._.,.N.. ._w. -�- u _ Y.. _ M.... «..A, ,, >v, ., ...... _u. , ,m ..,rr E . ONTICT E _.., _>,v... _..ry._ _F. . --.- i I { THE LOCATIONS (F UNDERGROUND U ILITIES SHOWN ON HE iPLANS WERE OQTAINEQ FROM '~ N O �; _ L . A REVIEW OF N - CO TRA OR E I T G TI 3 t X LtTIE NOTE. T S U A II I I AVAILABLE RECORQ DATA: WHILE DUE ;CARE WAS TAKEN I PREPARATION OF H S NFORMA ION SA C% i I THE LOCATIO S OF UNDERGROUN UTILITIES SHOWN , N THE :PIANS WER OBTAINED FROM A REVIEW' OF , E I _ a <: I. CONSULTING, INC.I CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR Ti1E COMPLETENESS OF THE I _ _. _ < ' . _ Q , AVAILABLE RE CtRD DATA. ;WHILE UE ,CARE WAS TAKEN IN PREPARATION F THIS INFORMATIO MSA I I I $ , L 4 . , ,, s INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN N IN AN API ROXIMATE WAY CONSULTING NO• CANNOT AND ES NOT GUARANTEE THE ACCURACY N R THE COMPLETEN S OF THE I ' - K I i = _. _ _ , I I ONLY. THE CONTRACTOR SHALL DETERMINE. THE EXACT LOCATIONS OF ALL EX STING UTILITIES BE RE INFORMATION. THE LOCATIONS:OF EXISTING UNDERGROUND UTILITIES ARE HOWN IN AN APPR XIMATE WAY COMMENCING WORpK. ' f '3 z �� [ ONLY: THE C N­11TRACTOR SHALL D RMINE THE EXAC LOCATIONS OF AL EXISTI G UTILITIES B FOR I s p �" _. _ .:.. _ ... T N E E _ F1. % _ -_ - - _ _. TH U 'L RESPONSIBLE F ' ANY AND ALL DA AGES WHICH E CONTRACTOR. AGREES- TO BE F LI Y ___ ., , _. RESU T FROM 'I COMMENCING WORK. _ _. _ _ x - . ,_ __ OR _ .,_ _ _ 4 ; ` HIS FAILURE TO LOCATE EXACTLY AN PRESERVE 'ANY AN ALL UNDERGROUN UTILITIES 'THE CO TRACTOR i N TH ON RA GR T U Y RO SI 0 Y A Q A U T a I Ii _ _ 4F...,, _ R . a�. _ '' .._ o ,_.. S� _ _ w . - _. f _ - W_. �',. _ Q.a, I t .� , ...r _ . _. __ v. ,..._ t... , _ ,.. �a... P T ,. R arm . ,-- _n uau w , PDLE..OPD �Ez .. .' „r , _ k _, .:.. �_ _.: S� w _.. , _ , , , HIS FAILURE 0 LOCATE EXACTLY AND PRESERVE AN AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR THEIR HORIZONTAL AND VERTICAL' LOCATIONS. IN THE EV T -DURING CONSTR CTIONTHAT > T f� UNKN WN' - PROPOSEQ__CRO WG F._ I T f s f I _-SHALL . POTHO E S .Q . EXIST NG ,i 1. IUTIES PRIOR IO. ONSTRUGTION .AND.. SHALL. VERIFY O A AND VERTICAL a g < __ _ UTILITIES -OR -UNKNOWN _STRUCTURES-- RE FOUND ,AT-UNE;�CPECTED:_ELEVATIONS OR_LOCATIONS M _ - _ _ g THEIR: HORIZ NT L VER CAL LOCATIONS. ; IN THE EVENT, 'DURING CONSTRUCTION, THAT U KNOWN , CONSULTING, INC IS TO BE NOTIFIEDIOF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL' MAKE I s ; i I ¢ I { _ K OWN--STRUCTU ES ARE- FOUND-. __I,� UNEXPECTED _ e s. . _ . .. .. , _ _ - UTILITIES OR N N AT NE PECTED ELEVAT ONS OR- LOCATIONS MSA I ,' I _ _ REQUIRED DESIGN> CHANGES AND THE+ CONTRACTOR ACRE S TO COMPLETE AL WORK INCL { - I : � � � UDING .REPAIRS � I CONS LTI G NC.! IS TO BE NOTI IED OF SUCH CONDITION AT ONCE. MS CONSULTING INC. IVVILL MAKE I : U y REQUIRED IN AN EXPEDITIOUS MANN qR. THE :CONTRACTOR FURTHER AGREES TO PURSUE DILIGEN <LY THE k. I I - , I REQUIRED, DE IGN CHANGES -AND HE CONTRACTOR A REFS TO COMPLET ALL WORK INCLUD NG REPAIRS . _ _. , . _ _ _ _ _ __ _ _ _ _ _. c , I COMPLETION OF SAID WORK. I R UIRED' IN AN EXPEDITIOUS NER. THE CONTRACTOR FURTHER AGR S TO PUR UE DILI ENTLY t I EQ $ THE _ a ry ANY DISCREPANCYd BETWEEN THE :PLANS AND 'FIELD SHALL BE BROUGHT TO I HE ATTENTION OF tv SA E I : I - _ _ COMPLETION F $AID ,WORK. CONSULTING INC: THE CONTRACTOR HALL NOTIFY MSA ONSULTiNG INC: P OR TO POTH I' i ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT 0 THE ATTENTION F MSA I S OLiNG..IF NECESSARY, MSA ,CONSULTING, INC. SHALL REVISE THE PANS. THE CONTRACTOR SHALL BEGIN t i G ; _ x e. �..,., ..,,,..w �.-,v., ,, "Y _,,,,....,r�.«..,,,,_M.»,.a..,. ,.,..,..:.-�,.� ,..,,.>.. ,,,._. .�.,,::..:....,.. ,..,�.. ..<,,...., r:<,;.<-. ,,-. ,,.. ..,. z,:.r.:.:->a.' Y:., ,..�:..r, s ... , ,_)..,.... ,.. ...,F__ ... .,,, , .:.w. ,. <, .. �<:,,.., -, ,..a. ..,.. .� .. ,,..., , m....».,. C �0 t�"`a1°IAL"L N@fi1f Y "'1GI 1C"' f:®IVStCTING; '1iQR 'T0 '0C1 G 11` : 4 _ - _ I CONSTRUCrOT+T Al TER `REVISIONS- ARE APPROVED• . , J CONSULTING INC.HALL REVISE THE PLANS. 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R Ico -- I I j Ir - I � - 3 1 40 HOR E q ' � ;' V I I , CHENILLE ANE I : 1' = 4' VER _ r # - y - k. 4. > r _ - .. :. a < f ..., . z �.a. ... ., ,..ram.... .rv,. ,. .....+,_ .,. ,, Y., :r.. , ,. ..,.s...,. .n.....,. ..,. ,..�._:,:« ... _. .,-,.. _...-. +.....n.-..,, ., <f,_ ,__..,,». ,-. .., .,, .,�v,. .. :. .m, ... ,.. r.,,, -. ... .. .... ,_.. ,. .._ ,. _. ,.. .. .-., , ,. .,.r ._. .._: ..ti,..h ... - _..,_.... ,. ,. ,... .... .. .. .... ... ., ,... <._ .. --..._ ,....­­1­_­­­­_­­ r ,: .. .... ... .. x.,,r ,. a .. +..w+o:.,a�»...,: W 10+00 1 1 +00 12+00 13+00 17+00 16+00 15+00 14+00 13+00 12+00 1 1 +00 10+00 1 1 +00 AVENUE 62 i� } I H ` I I , /� i O I -i...-_.. _i O/H E I � i C.V.W.D 17+59.68 N SEWER 2�"xs" DI RED LIFT STATION 6 DI GV 6" BO ASSY END RESTRAINED JOINTS STA 16+29.77 2" SERVICE FOR 17+23.68 CVWD SEWER (1) 24" DI BV LIFT STATION BEGIN RESTRAINED JOINTS i►r ',�j -fR Il�ilr ep-®\irk ► -r. _-I __ _ II _ --- _- I- _ W_H. , __ _I R .�__ .- __ rI___ 17+00 ---- D/H E - -_ _ NOTE TO CONTRACTOR, EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF I � AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA I I m CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY I ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE AVENUE 62 COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN U11UTIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING: IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. Dig Alert NOTE THERE SHALL BE A 20-FOOT WIDE, CONSTRUCTION ZONE CENTERED ON THE PROPOSED PIPE, ANY AREA OF SAID ZONE OUTSIDE EXISTING PAVING SHALL BE GRADE LEVEL AND COMPACTED TO THE EXISTING EDGE OF PAVING DIAL TOLL FREE GRADE PRIOR TO EXCAVATION FOR PIPE INSTALLATION. SAID GRADED AREA SHALL REPRESENT FUTURE FINAL GRADE, 1_800_227_2604 ANY SWALES, BERMS ON DRIVEWAYS SHALL BE REPLACED IN KIND FOLLOWING PIPELINE INSTALLATION. BASIS OF BEARING AT LEAST TWO DAYS THE BASIS OF BEARING FOR THIS MAP IS THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS BEFORE YOU DIG N 00'14'08" W. PER TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. MAINIERO, S'.mrrH & ASSOCIATES, INC. PLANNING ■ Crm ExauaEEmo ■ LAND SURVEYING 34200 BOB HOPE DATIVE ■ RANCHO MmAOE ■ CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 EX. 24"• DI CHENILLE LANE CVW5 WGNN0:32179 SEE EXISTING PHASE 5 11 +00.00 � , -TT -REMOVE-- .i , CONTRACTOR EX. 2411 " DI WATER MAIN FROM 11 +00.00 TO 12+22.01 e CONSTRUCiT 24', DI AND CQNNECT TO EX. 24 DI WATER, MAIN s ry G ,` EX. LOT WATER MAIN UNDER DIRECT DIST121CT INSPECTION. I CONSTRUCT 24• DI.� LINE (TYP.) POLYETHYLENE `, 11 +26.85 ESTRAINED1. EC ' • WATER MAIN ENCASED o NTS , v I - POLYETHYLENE CONSTRUCT 24• DI ENCASED q 1,WATER MIAIN - STA 12+50.00 POLYETHYLENE 1 EX. R/W EX. C&G EX. S/W STA 14+00.00 2 SERVICE FOR 0 » 2" SERVICE FOR EX. 2 AIR/VAC IRRIGATION ASSEMBLY » EX. 33 VCP ENCASED SEWER MAIN ` � ! I I s' `"' : �f IRRIGATION CVWD DWG N0:2m5$ SEE PROE-ILE •A• , ,; J c 46 �r e, lr , +1► +e +I ,.we i �` e� a a 11r +r� �i « 1i -*- 046#0AID *6 **00j6*#�*0#00-ai!*i�#** :: •- __:-" U __. i-0-0 _._ I _* 0.040.0 *-* Jf 0 0_1M � _ ___,._. - ,___,_,. __ .. -- _ _.._--__ __._. _ .._----- __ _- ___. _ _- --. __.. _ _ ., ..__... - -----. -- - _-_ _._-- ._ ______ _.. _ .._____.. _.____ ... ___ 11+441­11-1.36 BC / N _ ._.____ _.._._.__ , .._ __ ___..-_., ____-. _ ._, __ _ ... __ ___, _ _.. _ _.. _ __-.. .. -_. _ --- _ ..__ . _ ._.. ----- 0 33 92 C __.... . .- _,-, . _...._.__ .--__- -.. _._ _ __ ____ LO .-..__ _. _.__._ ..._.. .- _. .. L _. ..._... --_.__ _ _._- ... _._-.1-- _-.. - ...-__.._. ._.-_.._. _.. _ _ __.. ..___-_.__. ..__._ __.__.__ _ _. - .-_._ _. ___ _. .. __._ ...._. ♦7 _ n R/W R W R1W __ S --- -._. __._--___ �_ S -_._ _�� ._...__ _�. ` .,_. .\_,_.�..,._._.r._- .__� -_____ 1 _,___ C .__.___. .. -._. C ____T.. ..__ _.._. .__ _ . - ._, .._. R/W R W _ .-____, ,� _�__.__ _,_.__ .._,_._._..._ __�_., ._.._- .., _._ _ _ . __..- _ _ _ __.Y_ _ .� _. ,f,_,...- _. - R W _ " �� W �______ _�1 S ___ _-.. -.- . �� _ C, �.i-_ 16+00 15+00 14 00 13+00 N M 12+00 11 +00 12+22.01 EC �: �� �I w� I ' I � y L°;'� � � �� � Gil rl1 /,°-1 [ �_-, [! ���10 l; � I N n _ _. .. -. ffim 7 ._... << �J��[! L �� �`iG[J�JL`ti��� C� ..... ..... I M ..... ..... - PROP..E/P EX. C/L R/W ­_,_ J/`H E R/W- '-EX. 12" PVC FORCEMAIN -EX. R/W I CVWD DWG N0:28501 EX. ELEC MONROE STREET 01 40' 80' 120' 160' SCALE 1 "=40' O QRpFESS/041 � p, DE Cq r Fy 411 J . o99 �Z w C43880 `� m Exp. 6-30-07 = NOTE 500 FEET FROM ©Copyright 2006 III / V \ \�OQ� ELEVATION SHOWN TO OBTAIN MSA Consulting, Inc. OF CA. MEAN SEA LEVEL. All Rights Reserved LINE DATA NO. BEARING LENGTH L1 N 00'03'43" W 36.00' L2 N 00'03'43" W 723.68' L3 N 00'03'43" W 1433.24' L4 I N 60'37'38" W 17.51' L5 N 89'5V17" E 12.00' CURVE DATA NO. DELTA RADIUS LENGTH TANGENT C1 06'27'58" 688.00' 77.64' 38.86 C2 01'58'22" 780.0C 26.85' 13.43 BENCH PD-109-70 ELEV. 27.9,41 (NAVD29) PREPARED UNDER THE DIRECT SUPERVISION OF MARK. 7 . LOCATION 109-70 CHISELES SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE a aZ45e WING WALL, 2.0 MILES SOUTH ALONG JACK>ON STREET FROM HWY. 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. 43880 MTC/EAK DRAWN BY DATE JLC & CHECK BY .,Z12,j JAD R/w c ;I E� - PROP. E/P EX. C/L R/W TRACT NO. c,,/`i -------__,.._.._ __,_ ---- --T-R/W t_X. R/W I. __.--,___.._._..__.__. ___. R/W 10+00.00 (S)= 3 :W DI BV 4�'X 18" DI RE END RESTRAINS JOINTS ---EX. 8" VCP SEWER MAIN CVWD DWG N0:28659 INSTRUCT 189 DI ATER MAIN )LYETHYLENE T F." W 11 cc W cc z -G/ 0 CIO 21 W 1_ z W T J= i 00 F- W 2 CO) C.V.W.D. DRAWING APPROVAL We ---.--A, .0 w - 3 JAN 07 ,_ M. rw. a. �� 35792 OMCM-R.comm«,� RewWam DAIS VIM CITY OF UINTA, CALIFORNIA TRACT NO. 30023 MONROE STREET WATER IMPROVEMENT PLANS MONROE STREET 10+00.00 TO 17+59.64 10+00.00 TO 11+00.00 CHENILLE LANE 11+00.00 TO 12+34.01 ,0023, BEING A SUBDIVISION OF THE SE 1 /4 PORTION OF SEC. 34, T.6S., R,7E., S.B.B. & M. SHEET 2 OF 4 SHEETS 6 C 6 t 5 c 0 0 N C O U 2 0) 0- 0 r, cti ci m W S N N {f O I I I [ z W P OBTAINED FROM A R fIEW OF = THE LOCATIONS F UNDERGROUND U (CITIES SHOWN N ON HE CANS WERL. � } O O' i AVAILABLE RECOR DATA. WHILE DUE ICARE WAS TAKEN I� PREPARATION OF THIS `INFORMATION, MSA , M1M1 i ( E COMP LETENE F E CONSULTING, INC. :CANNOT AND DOES, NOT GUARANTEE THE ACCURACY NOR THE P SS THE ; O I 3 f _ iNFORMATI.ON. TH LOCATIONS OF'EXI NG UNDERGROUNd UTILITIES ARE SHOWN IN AN APPROXIMATE WAY r �'. CONT DETE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES !BEFORE; _ Q s ONLY. THE CTOR SHALL MINE ( X¢. r. COMMENCING °WOK. 1, O 3 THECONTRACTOR' TO BE FU`LY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH RESU�T FROM Y C 0 _ H __ _ _ - N I E HIS FAILURE TO -OCATE EXACTLY AN PRESERVE ANY AN ALL UNDERGROUNDUTILITIES. THE CONTRACTOR om....x...,:.:ux...t.:.....:.�.a..v .... ,.�,a,na,.. ...,x_,,.....r.o...�..:.a....:.,.:n....,:,_....�.�,....,.:.....s ,..:r.r,. u:... «.. ,<...,. .r _e....,.-,s..«e-..i»,..:.«n. - n.. .:-.... w �� m ._ ., .., , wm,.. f _� ., �. r: 8 1 ,... ,,..... ,� � .._ m v. , '^3, fy�. ... ... _ 1I�tG., TI ... ..T. ,, .,P I�IIP � LN�S . QF Ea�IS PRLOR . Q.. ,SkIALL .OTHQLE, �OSEL� IDS .!� °`i . ` _ y. I 3 THEIR HORIZONTA AND VERTICAL LOCATIONS. IN THE EVENT, CONSTRUCTION, THAT UNKNOWN I_ s. f _ _ _ F _ UN _ ' ELEVATIONS OR LOCATIONS _M s UTILITIES -OR -UNKNOWN RE OUND-AT E�CPECTED ELEV TI } , , I CONSULTING, ,INC., IS TO BE NOTIFIED, OF SUCH CONDITIOI'tJ AT ONCE. MSA CONSULTING, INC. WILL({ MAKE e REQUIREDDESiGN CHANGES AND THEE CONTRACTOR -AGREES TO COMPLETE AL(. WORK.: INCLUDING ;REPAIRS' x _ I MA N R CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE REQUIRED, IN AN !EXPEDITIOUS N .THE R >' Fi - COMPLETION OF _ AID ,..WORK. a '. I S � s i ANY DISCREPANC BETWEEN THE 'PLA�1S AND 'FIELD SHAD. BE BROUGHT TO THE ATTENTION OF ►vf~:SA S - 1 ► I I I CONSULTING INC.!,'HTHE CONTRACTOR $HALL NOTIFY MSA CONSULTING; INC. PRIOR TO POTHOLING. ItF NECESSARY MSA ICONSULTING INC. ALL REVISE THE PLANS. THE CONTRACTOR `SHALL BEGIN ; W — $ -- � - - -. - - RIW- __ - - - -S- W ____ 11 00 12+00 �`- V ,�� OLn (� CU10 1`t� � L�[>�f1��1 4+00 �, w amp -me me O z W _R/A R/W R/W Ill J PROP. E/P _ EX. C/L Uj 1— c NOTE TO CONTRACTOR, EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. Dig I Alert NOTE THERE SHALL BE A 20-FOOT WIDE, CONSTRUCTION ZONE CENTERED ON THE PROPOSED PIPE, ANY AREA OF SAID ZONE OUTSIDE EXISTING PAVING SHALL BE GRADE LEVEL AND COMPACTED TO THE EXISTING EDGE OF PAVING DIAL TOLL FREE GRADE PRIOTO EXAVAION FOR PPE INSTALLATON. ANY SWAL SR BERMSCON TDR DRIVEWAYS (SHALL BE REIPLACEDIDINGKIND GRADEDAREA L OW OWING PIPELINE INSTALLATION. FINAL GRADE, LINE DATA 1-800"227-2600 BASIS OF BEARING NO. BEARING LENGTH AT LEAST TWO DAYS THE BASIS OF BEARING FOR THIS MAP IS THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS L1 NOO-03.43-W 1433.24' BEFORE YOU DIG N 00'14'08" W. PER TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. MAI1V tm, Swm & ASSOCIATES, INC. PLANmNo • Crm ENonmEmo In LmD SURvEywo ID 34200 BOB HOPE DRIVE ■ RANcxo Mnum ■ CA 92270 TELEPHONE (760) 320-98H ■ FAx (760) 323-7893 -rn w ^"r MONROE STREET 0' 40' 80' 120' 160' SCALE 1 "=40' / QgOFESS / pNq` Pa p. DE Lq To CO w C43880 m Exp. 6-30-07 NO@ right RTAC 500 FEET FROM MSA Consultin 20 nc. �qr� 0 / V ELEVATION SHOWN TO OBTAIN 9� F CAS MEAN SEA LEVEL. All Rights Reserved BENCH PD-109-70 ELEV. 27,941 (NAVD29) PREPARED UNDER THE DIRECT SUPERVISION OF MARK LOCATION 109-70 CHISELES SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE • WING WALL, 2.0 MILES SOUTH ALONG JACI�SON STREET FROM HWY. 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. EX. LOT DINE (TYP.) CONSTRUCT 18• DI WATER MAIN O O O 3. N R/WUj _ 2 0 -H co 0 z R/._____-.__.___.__.__.._ o I 3 Y a 3 3 7 t C.V.W.D. DRAWING APPROVAL o 3 JAN 07 cn.af.a• owc. Ko. R�oa�muf0 35793 o�cton of RwWom I WE I mm H.U.t• NU. Utti MTC/EAK CITY OF LA QUINTA, CALIFORNIA SHEET 43880 DRAWN BY v DATE JLC TRACT NO, 30023 MONROE STREET WATER IMPROVEMENT PLANS OF CHECK BY MONROE STREET 11+00.00 TO 20+00.00 4 JAD TRACT NO. 30023, BEING A SUBDIVISION OF THE SE 1 /4 PORTION OF SEC. 34, T.6S., R,7E., S.B.B. & M. SHEETS f; } 0 U N C 2 2 a� a 4 6i cM 8 N N C�V 15 LU LU fC W� LC �` i� 2 i EX. LOT -' t LINE (TYP.) 24+33.24 18"X45' DI HORZ BEND r EX. R/W r EX. C&GG S - _ _ _ c, _ — __ -- S E-_-- _. _ _ � - 21+00 22+00 o o 23++ �G411N' OIL �� G� � ?� �J �� [�� II °� [ ��1��117 `° M C0Ut H7 Y" OF- OEM[EHRD1O E� o -0E R/W 01H E - -R/W - O/H — -RAW --- - 0 R/W --- Mj PROP. E/P W X. C/L W) Z EX. R/W FORCE " PVC .1 EX. ELEC AIN CVWD DWG N0:28503 _ C) W NOTE TO CONTRACTOR, EXISTING UTILITIES Uj -0. THE LOCATIONS -OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. Dig Alert NOTE THERE SHALL BE A 20-FOOT WIDE, CONSTRUCTION ZONE CENTERED ON THE PROPOSED PIPE, ANY AREA OF SAID ZONE OUTSIDE EXISTING PAVING SHALL BE GRADE LEVEL AND COMPACTED TO THE EXISTING EDGE OF PAVING DIAL TOLL FREE GRADE PRIOR TO EXCAVATION FOR PIPE INSTALLATION. SAID GRADED AREA SHALL REPRESENT FUTURE FINAL GRADE, 1_800_227_2600 ANY SWALES, BERMS ON DRIVEWAYS SHALL BE REPLACED IN KIND FOLLOWING PIPELINE INSTALLATION. BASIS OF BEARING AT LEAST TWO DAYS THE BASIS OF BEARING FOR THIS MAP IS THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS BEFORE YOU DIG N 00'14'08" W. PER TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. NO. REVISIONS APPROVED DATE (� MSA CONSULTING, INC. MAINIERo, SavnTH & ASSOCIATES, INC. PLAT M[No ■ Cr*,m EmnvE mo ■ LAxn SvxvExwa ID 34200 Boa Horn DRNE a RANcHo MmAGE ■ CA 92270 TE><.Er110NE (760) 320-9811 ■ FAx (760) 323-7893 W W 24+00 p RAW _ - �j �, R724+iP.46 wirmN _... /�; Z 24+64.43 -PROP. E/P 18"X45' DI VERT. BEND 25+31.46EX. C/L 24+66.67 (1)1DI BV 1 §"X6" DI RED 18"X45' DI VERT. BEND 6 DI GV 24+84.67 6" BO ASSY 18 X45' DI VERT. BEND '24+86.88 END RESTRAINED � JOINTS 18"X45' DI VERT. BEND 24+92.64 18"X45' DI HORZ BEND MONROE STREET 0' 40' 80' 120' 160' SCALE 1 "=40' QRpFE8810Hq QUO p. DE L 4 F y�2 w C43880 m Exp. 6-30-07 NOTE 500 FEET FROM © Copyright 2006 44 VSUBTRACT ` �oQ� ELEVATION SHOWN TO OBTAIN MSA Consulting, Inc. OF CAS\ MEAN SEA LEVEL All Rights Reserved LINE DATA NO. BEARING LENGTH L1 N 00'03'43" W 1433.24' L2 N 44!5617" E 59.40' L3 N 00'03'43" W 38.82' C.V.W.D. DRAWING APPROVAL. WE 002 oq!p �'t_ 3 JAN 07 om ft R.own"wWo* 35794 oMW Of CNOGNEUMM _ oAX I wm I TNCH PD-109-70 RK ELEV. 2Y•941 (NAVD29) PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE « dfa.. R.C.E. NO. 43880 DESIGN BY MTC/EAK\J CITY OC 1T r INT /i, ^ A LIFORNI A 'V !'1, V/`1l1ATION SHEET °F SHEETS 109-70 CHISELES SQUARE ON CANAL BFiiDGE SOUTHEAST WING WALL, 2.0 MILES SOUTH ALONG JAGKSON STREET FROM HWY. 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. DRAWN BY JLC TRACT NO. 30023 MONROE STREET WATER IMPROVEMENT PLANS MONROE STREET 20+00.00 TO 25+31.46 TRACT NO. 30023, BEING A SUBDIVISION OF THE SE 1/4 PORTION OF SEC. 34, T.6S., R,7E., S.B.B. & M. DATE /�Z!`O(0 %( ( CHECK BY JAD 7 c 0 N c 0 0 CL a Cl) In n Cl) 10 N N