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9011See below for Finance Revenue Codes Tiat Qum& 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. DATE: 3/6/2009 LOCATION OF CONSTRUCTION: 7 Locations (See Attached List) PURPOSE OF CONSTRUCTION: CVWD Project DESCRIPTION OF CONSTRUCTION: Need to Do Maintenance on Air Vac DIMENSION OF INSTALLATION OR REMOVAL: N/A APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/9/2010 Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV TIME OF COMPLETION: 5/13/2010 ESTIMATED CONSTRUCTION COST: N/A (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS City Will Invoice the Permittee for T&M Expenses TBD on Material Ledger. 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) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary.as the result of this work. Signature of Applicant or Agent Fred Amador - CVWD PO Box 1058, Coachella, CA 92236 760-832-3918 Name of Applicant Business Address Telephone No CVWD Forces PO Box 1058, Coachella, CA 92236 760-832-3918 Name of Contractor and Job Foreman Business Address Telephone No. N/A N/A Contractor's License Number City Business License No Self -Insured Self -Insured Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs . Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs Finance Revenue Code Inspection Fee E-1 $0.00 Permit Fee E_1 $0.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL $0.00 PERMIT NUMBER: 'RENEWED 901-1 DATE ISSUED: May S, 20 /v EXPIRATION D TE: � fckCh -Z9_ 20i /� BY: - WORK INSPECTED BY": PERMIT COMPLETION DATE": If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. See below for Finance Revenue Codes 4 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. FILE COPY Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 3/6/2009 .LOCATION OF CONSTRUCTION: 7 Locations (See Attached List) PURPOSE OF CONSTRUCTION: CVWD Project DESCRIPTION OF CONSTRUCTION: Need to Do Maintenance on Air -Vac DIMENSION OF INSTALLATION OR REMOVAL: N/A APPROXIMATE TIME WHEN WORK WILL BEGIN: 3/9/2009 TIME OF COMPLETION: 3/13/2009 ESTIMATED CONSTRUCTION COST: N/A (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing. and/or replacing improvements) COMMENTS City Will Invoice the Permittee for T&M Expenses TBD on Material Ledger. 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) 777- 7097. To submit an inspecticin request, leave a message on.the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work Fred Amador - CVWD Name of Applicant CVWD Forces Name of Contractor and Job Foreman N/A Contractor's License Number Self -Insured Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I PO Box 1058, Coachella, CA 92236 Business Address PO Box 1058, Coachella, CA 92236 Business Address Finance Revenue Code Inspection Fee E_1 $0.00 Permit Fee EE=1 0.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, EE=6 $0.00 if required i .TOTAL $0.00 Signature of Applicant or Agent 760-832-3918 Telephone No 760-832-3918 Telephone No. N/A City Business License No Self -Insured Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 9011 DATE ISSUED: 3�2 609 EXPIRAPQN�DATE— zte / i0 BY:yy WORK INSPECTED BY*: PERMIT COMPLETION DATE*: ' If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. A rN } qj Tihf '' PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Tract.No: ProiectName; Vicinity:- 11-54 Purpose of Construction (Ex: Rough Gradiiig,-Offsimstreet etc:) Description of Construction -(Ex: See Plan Set No. -01234),102-,"/ /=C2 114c V6ao /1f2t2:5,- Dimension of Installation or Removal: Approximate Construction Start Date: S/q 0 9 Approximate Construction Corn -pletioii Date: . Estimated Construction Cost: $ k, 114 Estimated Construction Cost shall indudc.&e:,etnovg— o all G;-$� mataials, and debris, back -filling, compaction ww placing permanent resurfacing and or refil-ing1but'rovements Ir y�,tF. —. 7�m- -Ontact Name: ,\ jj,, ou,, Phone Num 7G *0e Name of Applicant/Owner.: Applicant Address: —ILO, ad)( Applicant Telephone Number - Name of Contractor: WY Q -tn (r- PA Contractor ontr . actorAddress: Contractor Telephone Number:. Contractor State Licefise Number: Contractor City Business License Number: -Applicant o con--- ctor General I -VI 5 L't, Applicant or Contractor General Insurance,Company-. Insurance Policy Number. Office Use Only: Assigned Parnit Number: q o t Approval Date: Expiration Date: Issue Date; OftIC6 Use Only: Inspection Fee: PermitFee: As -Built Deposiv. Dust Control Deposit: crcoil TOTAL FEE DUE: Insurance,Company-. Insurance Policy Number. Office Use Only: Assigned Parnit Number: q o t Approval Date: Expiration Date: Issue Date; City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 9011 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 anytraffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way.' All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with (" N/A ") inches of A.C. paving placed on ( ** N/A *") inches of ( " N/A *') aggregate sub -base course having an "R" value of not less than ( "" N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ("" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''Y2") of A.C. paving on (*" N/A "*) of class (" N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. t? 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. ® 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 three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 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: 9011 'CVWD/ Maintenance of Air Vac / 7 Locations - On Ave 50 W/O Park EB, On Ave 50 E/O Park EB, On Ave 50 W/O Orchard EB, On Jefferson S/O Ave 52 SB, On Madison N/O Airport NB, On Madison S/O Airport .N/B, On Washington S/O Palm Royal NB 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. CVWD (Fred Amador), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 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 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 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. 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 set up 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 t PERMIT NO. 90.1.1 CVWD/ Maintenance of Air Vac / 7 Locations - On Ave 50 W/O Park EB, On Ave 50 E/O Park EB, On Ave 50 W/O Orchard EB, On Jefferson S/O Ave 52 SB, On Madison N/O Airport NB, On Madison S/O Airport NIB, On Washington S/O .Palm :Royal NB 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 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 11. 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 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. 12. 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. 13. 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. 14. 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. 90.1.1 CVWD/ Maintenance of Air Vac / 7 :Locations - On Ave 50 W/O Park EB, On Ave 50 E/O Park EB, On Ave 50 W/O Orchard EB, On Jefferson S/O Ave 52 SB, On Madison N/O Airport NB, On Madison S/O Airport N/B, On Washington S/O .Palm Royal NB 15. 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 16. . 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. 17. The permittee shall_ request for inspections by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. at least 24hrs prior to the requested inspection. 18. 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. 19. 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. 20. 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. 21. 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. 22. 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 PERMIT NO. 9011 CVWD/ Maintenance of Air Vac / 7 Locations - On Ave 50 W/O Park EB, On Ave 50 E/O Park EB, On Ave 50 W/O Orchard EB, On Jefferson S/O Ave 52 SB, On Madison N/O Airport NB, On Madison S/O Airport N/B, On Washington S/O Palm Royal NB 23. 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. 24. 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. 25. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 26. Access and egress to all local properties shall be maintained at all times. 27. 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) 28. 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. 29. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 30. 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. 31. 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. 9011 CVWD/ Maintenance of Air Vac / 7 .Locations - On Ave 50 W/O Park EB, On Ave 50 E/O Park EB, On Ave 50 W/O Orchard EB, On Jefferson S/O Ave 52 SB, On Madison N/O Airport NB, On Madison S/O Airport N/B, On Washington S/O Palm Royal NB 32. The permittee shall submit "AS -BUILT" drawing to the City within 30 working days after completion and acceptance of the project. 33. 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 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' L. 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 SLOW PROCEED }} S t Y. Aj E. Flagger Communications 1. 1f 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 Page 5 of 7 PERMIT NO. 90.11 CVWD/ Maintenance of Air Vac / 7 Locations - On Ave 50 W/O Park EB, On Ave 50 E/O Park EB, On Ave 50 W/O Orchard EB, On Jefferson S/O Ave 52 SB, On Madison N/O Airport NB, On Madison S/O Airport .N/B, On Washington S/O Palm :Royal NB 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. 34. 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. 35. 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. Page 6 of 7 PERMIT NO. 9011 CVWD/ Maintenance of Air Vac / 7 Locations - On Ave 50 W/O Park EB, On Ave 50 E/O Park EB, On Ave 50 W/O Orchard EB, On Jefferson S/O Ave 52 SB, On Madison N/O Airport NB, On Madison S/O Airport N/B, On Washington S/O Palm Royal NB F270 City of La Quinta TIME & MATERIAL MONTHLY LEDGER FOR: ( This time & material ledger summarizes the office and MONTH: field staff time devoted to encroachment permits Issued to the subject Permittee, including contract staff. STAFF MEMBER:, DATE PERMIT NO. TIME HOURLY EXTENDED START STOP TOTAL RATE COST SUBTOTAL= era, Sheet of Page 7 of 7 r (, M p—t7v 4° a Sodv�- ' $�o1�cYrl�Q I 2ldp/�'0 St4l4,is �I 00 P -,PL7z'I-LS SSoy.7 vell eitAR 4 1.000 9evelop ent 5 0, R� (2. L) Vic. t%$a %A r. : A.R�ow r W'41- 2 CRT) 35 a IN C-a-� Signs O' o��. SIN od,^,-V 015 �s Z�, ?NV4 Ol S u a5.,?+ a ( S bd 0//0 0-5 ?AV (1 t. c List of locations of air vacuum release vaults 1) On Ave 50th just west of Park Ave — east bound 2) On Ave 50th just east of Park Ave — east bound 3) On Ave 50th just west of Orchard Ave - east bound 4) q o fo 5) On Jefferson St. just south of Ave 52 — south bound 6) On Madison St. just north of Airport Blvd- north bound 7) On Madison St. just south of Airport Blvd- north bound 8) On Washington St. just south of Palm Royal Dr. — north bound RECEIVED MAR 0 6 2009 Development Services S —.,7'— 31 — 4 AVENUE 1 FII it 4 ;.rl•rl � r r •.I F• GRA ► N.K. 7; ' AND KI MID RANGE ^ O MARKCRJ ^I ! NI O. ryl '0 1„•Ilm 1'llm �Im Nlm t•II� l�•ll l� IV��r 90 49 46 47 46 45 444 4342 Al 40 '� ` ,��(• I^In ,4�i�'4 mob 6 6 / P - -m / y 1 L 11 -' �' o•j m rv� le z . i[' .F � �`.I � �� . � - �� ?— — � •Tri 1.+ !"�I � 1•.,L, �f, p ~ r1 t I � • Nrrr . Fn,pc� All 04 • i toll - (LI 00 �F ,.. �l • L, r,;l Oi Zlw tl " l r llr• t.lpll it rl r:.l l,pr :: .l;I lJl) TI'AC'I UNIT No.S - FOR . M.H. STATIONING : SEE' M.H. LEGEND :6-7-6-1 MID RANGE ' MARKER •-I 181—.C. FORCE MAIN :•.I •.71—J\+ m ; �'1�00 r 9,662 � >n �.,.. ..I DE�•�• . p.' Y tir N� �s - T 0 7. ✓0.J-00Nbb t A•r• r O KK 5t m. m.•'• I IIIU.11 WOOD 0 -Ah' W ::I o 6 6 / P - -m / y 1 L 11 -' �' o•j m rv� le z . i[' .F � �`.I � �� . � - �� ?— — � •Tri 1.+ !"�I � 1•.,L, �f, p ~ r1 t I � • Nrrr . Fn,pc� All 04 • i toll - (LI 00 �F ,.. �l • L, r,;l Oi Zlw tl " l r llr• t.lpll it rl r:.l l,pr :: .l;I lJl) TI'AC'I UNIT No.S - FOR . M.H. STATIONING : SEE' M.H. LEGEND :6-7-6-1 MID RANGE ' MARKER •-I 181—.C. FORCE MAIN :•.I •.71—J\+ m ; �'1�00 r 9,662 � >n �.,.. ..I DE�•�• . p.' Y tir N� �s - T 0 7. ✓0.J-00Nbb t A•r• r O KK 5t m. m.•'• I IIIU.11 WOOD 0 -Ah' W ::I o MUIRFIELD WAY 70 G. ' N...1 SD' I•I• . N } 11 N fir. I S0 ry SO -3U:. ISI SO-ar" Irl,rt LLI , to - II Z0^ fi • N 3o -,1a•. I �i - Y6• I 0• SO -.n' r: _ I ... I zbt. I I � r, N 26,r SO-tl . I II N SO -SI -S1: i rt z7c I•` 50-60 ' (�,• r II .l;I lJl) TI'AC'I UNIT No.S - FOR . M.H. STATIONING : SEE' M.H. LEGEND :6-7-6-1 MID RANGE ' MARKER •-I 181—.C. FORCE MAIN :•.I •.71—J\+ m ; �'1�00 r 9,662 � >n �.,.. ..I DE�•�• . p.' Y tir N� �s - T 0 7. ✓0.J-00Nbb t A•r• r O KK 5t m. m.•'• I IIIU.11 WOOD 0 -Ah' W ::I o MUIRFIELD WAY 70 G. ' N...1 SD' I•I• . N } 11 N fir. I S0 ry SO -3U:. ISI SO-ar" Irl,rt LLI , to - II Z0^ fi • N 3o -,1a•. I �i - Y6• I 0• SO -.n' r: _ I ... I zbt. I I � r, N 26,r SO-tl . I II N SO -SI -S1: i rt z7c I•` 50-60 ' (�,• r II TRACT 27I,Ir l 5d -6C'. I 1 I 53�9-3 s0-6+• dI , �) 273 I.I. S0-6, i II O ll, r. II PI D. \P nrI'1 w M30 11 ... PON.,r b �+ tin 57 5 55 l7 54 W_ K C.P. t 17760,m j ; 6 I •I:1 , �% 46 m 45 HOUSE LATERAL IIOL)K-UI' W/MIDRANGE MARKET: - !i HOUSE LATERAL W/fAII) ANGE MARKER (NO HOOK-UP) C IIN;. I'tAI I'..y A IMAII�DNp�AAID ����AND QQNO�I II11y) BE NDIEr TRT$. I.N'A v? IA�'[DI.A%IANATD� aND"�F1�T I14WELWED I Ill' ROW It 4:++k,:AIg1(>4-a U:,uW PAALFP/EgEtnyae8r Ilr:, I . .. pollVlPdun+I+cgNufRl:?1hMLfi6CfI"1NtBRtarSIGN: P I;;; t h ll I"�'��t�D"�'`tNt�br�ra�c,W . •• I .� .. I•_a Lr' 4} I n_ ' ^ APPROVED- e6 PPROVED 26 DCT 05 DIRECTOR Of ENGD- 32 s 3 TRACT 26016— N —TRACT 25429 (13048) I AVENUE I ,♦it FIL J1 (13048) �� v`;V.r rnrl' (13049) (130!; J ---I %!u -CL MA114 „ ♦MID RANGL_ (22423) C. rLIRCE MAIN �♦ �� jn• MARYER'al/ )- I.11P FANGE MID N I— h;;,h•Y r.R �-�� M10.1+ 11.— 001 ` i z13 —�� 16 15 14 1 I Ir^^. ] 1 IRR. M.H. 0 0 !RR 9 8 A) -- , r 850.75. 9a, f %: \1136 50-040 e o o :I rt OU;..I I. �'� CROS511 d(;I I r. (16932) L o m o • i' r, AIR VACpu n4� I I + �^ CL. 200 0 0 110 T T m o t yr �.. M.I 1. / i - C900 P.V.C. WELL IOM v oIc) CID oIn cI ' °,I J oto io ! .. ; i1 S U79 . aL3 U. �i37 10 u d r 6705 Nln (Uall M.H. `' j !. I. ± ; - 045 N .. �,I �` .n 1158 ' . I i I �:. �:Ia, �Io, :, i • a• 076 Oep !!� n n n •n .50-080 M.H. RIVER oes i '- f 67 65 N57 N \ J`' N SO _ ._._ 69 70 .... 1 1 72 r 226 a, W/ ` N22 n o+ L.) 50-145 M.H. (18162) e•VCI u aIm OIm Io 1 RAJ r url.?• o r. n n n •L t v •D ofl0' 1 tU �.) 075 M.H. p. SEE NOTE BELOW-' 1 r t,° )' ' Og / o m mI i o + •^I I W 50-120ru o 1116 In 4 0 3 ^r, ch .� \7 i a 35 .O M In o/>. IA . ', - ° n m o�•`a � r.1. �� JACK RAF3I;1'I :i'•:rl; TRAIT_ . p74 NI^ N^ . y ED oJ0" ,° O . •/ 09 N56 nm OW�o .� 9 / $0'Ids 038 227 o m In m a n NN o I 50-215 101 (1772 v; v �I" •� In: ! .r:IrV 5' INR. ) �0�1'Cp / 052 r . G n •.. n I .�, a, in 29 2f M• / C b O M.H. �� 5 j 61 62 ' 64 > so -zoo 30 , 010+ 1155 /. - ' / %to 2c. _ _ ! (u `- 58 57 r I 55 r 5' "m La o� jc> q c o a, Z o 17 0Q ^ N•n N';. li'"1•i w N� le M.H( \u\ y 1141 / 0. c, o, o n ! (� 072 228 _jN n - 1154', .1.;� C!6 / t 50-240 50-285 00 M.H. ' `� 0 (c _I —� 8'V.CI'. .. I i� i (I6^,p? 034 N a15 M.H. 1124 ( $140071 In J 50-280 1 o N yIn uln cIn '1, "� W In r> 229 � mlv Q, S \ 0 0 ". 50-355 S r N! Q 0 ° 49 1-10 51 52 I 54 F- SII ° ��s 1i.i 43 110 070 Q N n 47 , 45 42 - �, 50-320 w f=o Do V old, oIn ul^� olo, lo• (+' �' - � J 38 0, 365 I I g 40 I \ — CREFr I U(949) CL. zoo 014, C900 P.v.c. 39 ' _ I . __ _ _ - \ M.H. 00 v L . . . t'; I It ! ( u+ a 2 I $133 230 d �6 to 5• I- 50-425 u n 30-405 rt:l m I - o_ IU N v - v ,n o n oll of ol'. �I' GIS C:I. la m ,IQ NIS ni 049 36 37 I 39 a 3:. 34 ` 007 Z_ 29 27 ?r 25 24 ?'' 22' 50-445 u o <, I' a° Q n a n o , T C i:, 1 Nolr old. ! clpa olLi, `''Tri. oln `?l IUi r' 018 231.1P (18160) BROOKVILLE 0 M.M. 0 ]GR. 013 ! \tl 231 M.H. HORN I P V. r. �♦ TRAIT I :!!! " `! (te.947) , CL. 200 50=495 C.O. (16947)r C900 P.V.L. N m 48 1 1: 14.H. k_ 45 [., d Ip 1132 NIr' NI"' .-� > 146 I In •�I`\ W OG "" , OIP Ii 1D' Q Z Y ° y� _d✓ n � l ya Z 12 tr 6, I7 18 I9 20 1 w c.n. C.O. - — 134.1 1g _ 16 \ (25896) d ar..: -_ ap`, 086 "'Q -.]RR N29 _�— M.H.028 1 (2' ' h 11)1'•I -:INA 1 e- cp (17088) (noe7> 101vCP v•In I N N In to u: N In C V• j • i OUI , NI00 col I NI 1 •at1n, I i N 1 UI Oa X10+ NIJi;':+I10a N1I a:-50 n n n L3 i I i635 34 �? 31- 30 29 - 2S LN Ll I A. 140.80 !\ • !IlitI MAIN50 o Ll In J_c22q�� 8'P.v.C-. I I.w'A I.1.,!1; �� i <Ir.i: ii i •. '. I 18.0 22� FORLf M4I/y N N u V 11a163) : In N In N a) In "gIn Inlu IF" rn r•. I 1 uI(, i,: NI , IRR N0 In MIS NI°, ' -1fq N p. =Im I I'• .. SIN m 1. - i.t M =11n —IM n n n n n n n n Lij n n n n t - 1121 2019 .H 18 1 7_j 16_j ... 14 1' 4 23 I In 'In N c c ...I N ' , !• u,t�, NIS, . . n N 'CI I 33 O 3 I - ._ O G Ir) N 4 U 1 to NnTLRAL ! _ ID I - I i I•„ u, C.P. �� (Ir?1i.Z7 — �—C�216� C181/.?. ! M.H. 1118 , U, roiru v M I _JI !- fou o C N Ito 34 i ♦ .r. I It t 4.r g PAR. 2 N ru F. .�. M.H. 1187 PARCEL ,a N0. pp......, 1. I _ e•v.c.P, J 14 1 1 c16153> 28935 M.1 a !. °II _ M a l , , i In , to. ! PAR. 3 v v. In MIv I + I PAR. 4 I i + (1e16o) li.li I ♦. I n' I• I Uet►' (18153) 17 'I1.a._• 116 . l , i l;Li i.♦ ,o vcP �� C 4 P, 2S LN Ll !\ Ll In N N. N N u V to In N In N a) In "gIn Inlu NItll N N0 In MIS MIS. -1fq =Im `• 0• SIN m SIN N tnIN T =1(U =11n —IM n n n n n n n n n n n n n t - 21 2019 18 1 7_j 16_j 15 14 1' 4 23 22 :17 -I' M.H. ! u�5 N In In ti+ --� ' N 1•) d U t -.I� I I� I m , 0 I 11 0 AVENUE t;r4V2;,+ B'V.E.P. 3 25 26 21 M� q .pyo 094 « w'M' 1�!7I v 4 0093 o I:. � . f WN 1YV N w _ 0 092 Val P 04 aml ' t ii Q; IUM'/ D L9'INII N N D �ia01^? ry20a ee9 C _.I lam• = t3 020) � t3°016) _ f� MM n, �tb r 0:•9 ill 700 _ 103 10° 109 4 1 . N 0+ o N M 0) 3a0m 220 > v1.D.M,11 _ zZ7 Lou P) 226 � z7 19L13 —It�11'1 J�2 tl lal N f06 127 "t3a01 ) M _ .._ - .1 -. 9 •34 '- .- _ 113 °7 19 mru MA m 44; -IFI EEO ,I 113 +D IL, fD Il_?t� A� M � AL1. b!1 -V I INES c,r; I( h.H U9 m— • �lu ezz a 45¢19 1..(' ,' 1. I ..I '•D+ 1340:'r!r. I ..r J-0V1Ui" .M.M. V •7219 n 1•.1 I MM v. t P14 446 Ilff-^r rJ r 100. ♦ 119 ^I 1201'1` g v 1:.1 NI N.w I r1 Nlj L• rl ^ 0 4 6 . Po' •' -r.l •' 411' _ '.II.; O 016 •,r r, ty 'r(? !'1 1.'1 '.•� - D.M.M. ;yam • 13 Q p2 O . MN j 1., i71� 122 121 as Dle 446 A�f QGIZ; 2I , �- - : 6, ; • :n! /''� M.N. 34014) .65 1 �,`+ �' 464 N ' . 1 j •04.4 I93I' 126�N� /( irk ,•�rlmL rn TrnI r1•ri �� M . y_' bb 9] .V' '1� 7i9 .0\ 93 49 N L\ •no, O \/ n e I Z nmr•`, \�� � � w �.Mr�; •:Y'; x:71 . • (74019) ', 10i 49VC6S e. •�M�rt4, 1-12'lfl \\ MM V,RI ILII II?.r• '�;^1 •1,4\j®.9. P•. �r IV• �- U u.' $IA. a••I'trir ♦ IN;' MArKLRj •� i ll;/ir.rn• _ -. _ _ _. t • I' H;411 IIASIIED AREA JIII'ERSON ST. :.tn a6•:Nr ov I BRIDGE ....r.itGLE 1'1 I t25463> . 130an• . �,Ir, a•.•rer Arr � I � �O A'jcIA r •. v'12'TEC tl3trnn,l' I 1 /BLIND 17' rLANGE � x,27960) 1 m o I I MK rn -.- — 34' - IRR n i w.I . nCCt]u111. 111f1,l13ER1 _ — DE1 rirD NUM 10 Pi:: --- CLUBHOUSE APT. — TRACT' 29 '194 f 52 . O 9 23te� ! 00-000 IL7•52- 00-000 ul -52- :00-000 119 -5P - Do -0o0 �-5e- .00-000 L-52- .00-000 Lase' 00 -DD-0123.52' Io0-000 L-52• •00-000 ]es-sP ADD -000 le6-oD- 00-000 107-00• •00-000 320.00• :OD -000 3e9•Se oD-000 1a0.00• ,DD -000 L-oo- •00-000 13Z DO, •00-000 313.51, .00-001) L -0o• •00-000 2-5:2 100-ODO 1-6.00 •52-177 IV. Do -52-161 330.00 •5P-1455 139.00 .Se -15a L•oo •5E-169 W -DO• •52-185 L•DD NOTE. THIS ! A SUR SMOUL UPON TRAC1 IM FOR M.H. STATIONING SEE M.H. LEGEND 6-7-9-2 6 — 7 — 9 — 3 ri I 0 ,a. IL7' WLLL SITE AIRPORT (AVENUE 56). -;�BOULVARD Z2 FOR M.H. STATIONING SEE M.H. LEGEND 6-7-15- 3 ma. YM AS TRACT -2-9348-1,29349-1,29657 - SHE LAST ACCOUNT NUMBER, UP[ FUF DELETED NUMBERS, 4k 6 7 22 2 SCAIJ' CHAIR IN FEET: A* I LAST ACCOUNT NUMBER, DELETED NUMBERS, - TRACT 28838-1,2.3.4, TRACT 29147-2 FOR M.H. STATIONING SEE M.H. LEGEND 6-7-22-2 6 - 7 - 22 - 3 S>UALt tiAN IN r tr-i I .M, I I 10•STUB . MID-RANGE- r MARKER 4 fr032 1 3 . T 031 ~ rLows SOUTH !� 033 4•r DS (i ?� 18'P.V.c. rOREE MAIN POOL V (21889) P n C) 6 P 2 n r m 'a D CI 046 063 O uaro IR + PALM B� (12920) A. o, MID-RANGE MARKER 25 ttH/10•SIUB NSTA. 94.85.90 , ■3G DARBY N of ... -0� i4 7a (2130 ) Z ' (23005) 11 u LLI ` (y orco 0 F- Y N T MID -RANG[ NARKCR 015 M)D-RANG[ /// NARKCR •SIA. 9"A." �CGINS b. STA. 99. GA_ 'TP. 99 OD! REIURN LIN[ 4 AID -RANGE MARKER -'q;Z— MARKER 12'P.v.C. rDRCC \-WITH 3-P.V.C. IB' ---I RETURN LINT• P m M]D-RANG[ N MARKCR NID-RANG[ � -25' MARKCR +-� �a. FRED LAST ACCDUP1 P l I'u''IBER1 DELETED NUMPI-F'r _ 1 0 014 1 049 - 12•P,v.c,:r DRE[ ��:.: •. WITH 3'P.V.C. 6"" RCTURN L11R MAfN7. 18•�N - I _ - �: I MID -RANO[ IRR C� O MARKER 011 MEDITERRA 10'c DSS ,11, 1 046 011.1 pO APARTMENTS 016 r )RRC Z 43-100 fI 13 1. . 013-6 OL 43-632 — 'F- V ? Z = 004 2 B 78-220 76�2r,u _ 713-300 _ POi 001, IRR 4 AID -RANGE MARKER -'q;Z— MARKER 12'P.v.C. rDRCC \-WITH 3-P.V.C. IB' ---I RETURN LINT• P m M]D-RANG[ N MARKCR NID-RANG[ � -25' MARKCR +-� �a. FRED LAST ACCDUP1 P l I'u''IBER1 DELETED NUMPI-F'r _ 1 0 014 1 049 \\•. MAfN7. • c� .. - 042 043 044 _ - 4 -FDS IRR 9 10 MEDITERRA 1 046 APARTMENTS 016 r 43-100 SOS 9 047 ph� O�v 4 -FDS 004 78-220 76�2r,u _ 713-300 _ POi 001, IRR Oj 1`J p (33010) °y '1101 N34 (77016) - 0 11' , 6 pi aR M3 1 DARBY a•v.C.P. 0•v.c.P. —� • "� (31490, l0 N.M.(31430) N32 _ _-- B•W.c.P. •I.11 •� I ij WELL I - . 5730 i�T m z z _ 1 016 1 006 007.^ 43 633 - AI 0 , 78-315 I t 76-3�i 015 IRR 016 r IRR 01B M . '1101 , 9( 41lib h 0'IN �..I A, OIm P 4'4p PZ.° TRACT �J'o�� •I.11 •� ,°% 28458— 1 .1 i�T m z z 0:'' 1 43 633 - AI 0 , ' V ti > IAR 4,1-6{ l H C e W 0)43-665 N M1 N 123 1. 43-695 cu ..�_ M H. '1. I H. - 2p P. 124 C.O. V) 47-725 -' .27 ru 0 rJJLCQ I .� =I" �IK�i N 43-755 - 9 PRIVATE MANMOLC rI ' • L SEWER y 4 3- 85 O N 127 M 4J�815- ,I I ` N _ y M, SAI, M.N. 7• •25 1 /1 2 Q 1 I N78 120 N 43-845 N 06 I - n " •/vi m > 675 «9^ 161 2n 43 43-905 ' ru 9 W I I 1HH. NIO fP41 SO) 8'Vf.P � ry .I X742: N.N, ..-� !20 TDRi T ,M, "4 ROME - I ^�h WELL SITE r lay• t _t 4i Ivo 1 ` n 01 y) P In P.CIENTIDN WARING — ,'T �. TRACT 28458-1,-2,-3 FOR M.H. STATIONING SEE M.H. LEGEND 5-7-18-3 - - PROJECT ®APPROVED (NOT AS—BUILT) 5-7-19-2 .I EET: 0-- f