Loading...
14041See below for Finance Revenue Codes 4. Sep aumnw ENCROACHMENT PERMIT IF®LIS COPY PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 5/28/2014 LOCATION OF CONSTRUCTION: SunLine Transit Agency; Northwest Corner (Farside) of Highway 111 west of Dune Palms Road PURPOSE OF CONSTRUCTION: Construct Concrete Pad at Bus Stop #847 to Support Future Installation of Bus Shelter DESCRIPTION OF CONSTRUCTION: Concrete Pad Will Be Poured at Rear of Existing Sidewalk DIMENSION OF INSTALLATION OR REMOVAL: Concrete Pad Dimensions 4' Width x 20' Length x 6" Depth APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/28/2014 TIME OF COMPLETION: 6/30/2014 ESTIMATED CONSTRUCTION COST: N/A (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS Concrete Pad ONLY. Proposed Bus Shelter Will Be On a Separate Permit with IID Clearance. 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. A,Z Signature of Applicant or Agent SunLine Transit Agency - Anita M. Petke Name of Applicant SunLine Transit Agency - Gerald Hebb Name of Contractor and Job Foreman N/A Contractor's License Number Public Entity Risk Management Authority (PERMA) Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code — ' Inspection Fee E_1 Permit Fee EE=1 jAs -Built Deposit E-A Cash Deposit -Surety Bond, E_B i if required TOTAL 34-505 Harry Oliver Trail, Thousand Palms, CA 92276 760-343-3456 x 190 Business Address — Telephone No — 34-505 Harry Oliver Trail, Thousand Palms, CA 92276 760-250-9589 Business Address Telephone No. N/A City Business License No #18 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs i PERMIT NUMBER: 14041 j DATE ISSUED: 5 -vol -111 0.00 EXPIR ON D TE: S �q 1 S TI 0.00 BY:� 0.00 ' 0.00 ! WORK INSPECTED BY' -- PERMIT COMPLETION DATE*: 0.00 ' ' If We work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. i r PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Wednesday;_May*21st, 2014 Tract No: - Project Name: SunLine Bus Stop Improvements Vicinity:fN—crthwest corner (fa side) —of Highway 111 at Dune Palms. Road . Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc. j SunLine is .proposing to . construct concrete Lpad at tius stop #847 to support the installation of a bus shelter (#83B) Description of Construction (i.e.: See Plan Set No. 01234) :;oncrete pad will be poured at rear of existing sidewallk. Dimension of Installation or Removal:l Approximate Construction Start Date: JWednesday,,May 28th, 2014 Approximate Construction Completion Date: Monday, —Ju ne30th, 2014 Estimated Construction Cost: Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: JAnita M. Petkephone Number: 760-343=3456 E.190 Name of Applicant/Owner: SunLine Transit Agency Applicant Address: 34-505 Pip, Oliver Trail, Thousand Palms, CA 92276. - Applicant Telephone Number: _ 760443-3456 E. 190 71 Applicant E-mail Address: apetke@sun_line.org- Name of Contractor: JGerald Hebb, SunLine Stops & Zones Supervisor Contractor Address:— _ Contractor Telephone Number: 760-250-9589 Contractor State License Number: _ Contractor City Business License Number: I Contractor E-mail Address:Ig—hebb@sunIine.org ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED .4 )plicant or Contractor General Liability Insurance Company: :RMA, please see attached. rplicant or Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fee: Permit Fee: �1 As -Built Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: 50 Office Use Only: Assigned Permit Number: . AQ+1 Approval Date: Expiration Date: Issue Date: Administrative Authority: 36-951 Cook Street, Suite 101 ERMA Palm Desert, CA 92211 Cp (760) 360-4966 tel (760) 360-3264 fax. PUBLIC ENTITY RISK NIAINAGENIENT AUTHORITY CERTIFICATE OF LIABILITY COVERAGE ISSUE DATE: 6/6/2013 CERTIFICATE HOLDER AND ADDITIONAL COVERED PARTY: CITY OF.LA QU !PITA 78495 CALLE TAMPICO LA QUINTA, CA 92253 COVERED PARTY SUNLINE TRANSIT AGENCY 32 505 HARRY OLIVER TRAIL THOUSAND PALMS, CA 92276 COVERAGE PROVIDED BY: Public Entity Risk Managemenf Authority COVERAGES THIS IS "TO CERTIFY THAT THE COVERAGES LISTED BELOW HAVE BEEN ISSUED TO THE PARTY NAMED ABOVE FOR THE PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE.ISSUED OR MAY PERTAIi;J. THE COVERAGE PROVIDED 1S LIMITED TO THE ACTIVITY DESCRIBED HEREIN AND IS SUBJECT TO ALL: TERMS, EXCLUSIONS AND CONDITIONS OF. THE MEMORANDUM OF LIABILITY COVERAGE. TYPE OF CERTIFICATE EFFECTIVE 'EXPIRATION . COVERAGE NUMBER DATE . : DATE COVERAGE LIMITS General Liability 913 07/01/13. 07/01/14 Each Occurrence - S 000,000 Auto Liability . . n 18 07/01/13 07/01/14 Combined Single Limit - S1,000,000 any automobile DESCRIPTION OF ACTIVITY: CERTIFICATE HOLDER IS INCLUDED AS ADDITIONAL COVERED PARTY AS RESPECTS LIABILITY AS IT PERTAINS TO SUNLNE TRANSIT AGENCY S INSTALLATION OF SIGNAGE AND POLES AT VARIOUS LOCATIONS. CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED COVERAGES BE CANCELED BEFORE THE EXPIRATION DATE THEREOF, PERMA WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED ABOVE, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE AUTHORITY, ITS AGENTS OR REPRESENTATIVES. Ray Snitil, Authorized Representative_ AUTHORIZ SIGN NAME AND TITLE n � I\ �" ix; i■ 1 = i .ico � '� � E° n '•, s� ' � 'yam ' {�r - , r , ��. •"- � _ ���`� �.�'. � ,�, .iT175, M r City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 14041 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the,paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and. maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that.he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify 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 %") 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 furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (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 (** N/A **) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ❑ 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. 14041 SunLine Transit Agency / Construct Concrete Pad at Bus Stop #847 for Future Bus Shelter / NW Corner (Farside) of Hwy 111 West of Dune Palms Rd In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. The permittee shall submit inspection requests by calling.the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 3. SunLine Transit Agency (Anita Petke), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. This permit is to install the concrete pad for the existing bus stop ONLY. The proposed bus shelter will be on a separate permit and clearance from IID is required for the bus shelter. 5. The permittee shall be responsible for the maintenance of all improvements related to the bus stop, i.e. signage, red curb, any paint work, bench, trash receptacles, and cement pads, etc. . 6. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 7. This permit or copy of it shall be on the work site for inspection during the actual work performed. 8. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 9. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. Special Conditions Page 1 of PERMIT NO. 14041 SunLine Transit Agency / Construct Concrete Pad at Bus Stop #847 for Future Bus Shelter / NW Corner (Farside) of Hwy 111 West of Dune Palms Rd 10. The permittee shall construct ADA compliant pathways leading to areas for use of public transportation systems. 11. 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 Technician at (760) 25 0-05 71 if signal operation at the intersection is to be altered in any way. 12. 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 13. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 14. 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. 15. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 16. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work. Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. Special Conditions Page 2 of 4 PERMIT NO. 14041 SunLine Transit Agency / Construct Concrete Pad at Bus Stop #847 for Future Bus Shelter / NW Corner (Farside) of Hwy 111 West of Dune Palms Rd 17. 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. 18. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, ADA 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. 19. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 20. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified 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. 21. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Civil Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 22. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, - open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. Special Conditions Page 3 of 4 PERMIT NO. 14041 SunLine Transit Agency / Construct Concrete Pad at Bus Stop #847 for Future Bus Shelter / NW Corner (Farside) of Hwy 111 West of Dune Palms Rd 23. 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. 24. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. 25. All landscaping, irrigation, decorative rock, decorative concrete, lighting, and sidewalk, etc., shall be replaced to its original condition. 26. Access and egress to all local properties shall be maintained at all times 27. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: Asphalt demo or placement is not within the scope of work of this permit. 28.. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 29. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 30. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 31. - The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 32. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone'cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 4 of 4 .21, LA QUINTA � ........................................................................................................... c Proposed concrete pad at rear of existing sidewalk. .ice{. 9 i • . •- •Gus, ala+ max, Bus Stop #847 Hwy. 111 @ Dune Palms Rd. Concrete Pad Measurements to Sustain a Bus Shelter: Width = 44=0" Length = 20'-0" Depth = 0'-06" Legend: =Curb = Concrete Pad l . = Shelter Staging Area = Shrubs . Site Map Hwy. 111 lY E W C Bus Stop No.: 847 On Street: Hwy. 111 Cross Street: Dune Palms Rd. Position: Farside Location: Northwest Corner Direction: Westbound Jurisdiction: La Quinta SunLine Bus Stop Improvements BS 847 Hwy 111 @ Dune Palms 5.21.14AMP ..� _ w as �a __ � � O � O g s CVt �'C e� N{ j Work Area Traffic Control Handbook Mid Block Right Lane Closure 1 A Q o Q 0 0 a 0 3 U Q II 45 50 90 100 1 mum MAXI CHANNEUZER MINIMUM RECC DIMENSION I DIMENSION A B SPEED "S" SIGN SPACING (5) MINIMUM 'MPH(2) MERGING TAPER L ft ft 25 100 125 31 Al Al I X IDED CHANNELIZING DEVICE AND SIGN SPACING I'I 35 40 70 8 0 DIMENSION 45 50 90 100 MAXIMUM C NN EUZER mum MAXI CHANNEUZER C MINIMUM FDIMENSION BUFFER SPACING TAPERSTANGENT131 SPACING SHIFTING (2) Posted Speed or observed operating speed (whichever is greater). (3) spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head -0n conflict. SPACE(4) Channelizer (4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. TAPER 1/2 L (5) Sign spacing in rural areas should be 500 R ft ft ft 63 42 ft 158 25 50 90 60 205 30 60 30 250 180 245 257 35 250 123 82 107 315 35 40 70 8 0 40 250 320 160 45 350 540 270 180 378 �6 45 50 90 100 50 350 6 00 300 200 55 500 660 330 220 520 50 50 100 100 60 500 720 360 240 598 500 780 390 260 682 50 100 65t'I 0) Work on Freeways and Expressways with speeds of 65 mph or greater shall meet the Standard Plans and Standard Specifications.of Caltrans. (2) Posted Speed or observed operating speed (whichever is greater). (3) spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head -0n conflict. Channelizer (4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. (5) Sign spacing in rural areas should be 500 R YY ;i PARCEL SAW. CUT. SMOOTH JOIN EXISTING �•� )+ PROTECT IN PUCE s x• ADJUST EXISTING DRYWELL GRATE TO PROP. CRAOE O REMOVE EXIST. CURB/CUTTER. CURB OR CROSS WIER. 3{ N 4x �S i `1 n c• .m r. SAME STRUCTURAL SECTION. "CONSTRUCT 4 -'THICK P.C.C. STOOP � I R ,.�,. PROPOSED ROOF ORAN (SEE SHEET NO. 6 FOR OETAIM) at CONSTRUCT GROSS GUTTER SPANDREL PER RN. CO. STD. NO. 209 d 209 A 4©. L6T �'V O CONSTRUCT 6' DEEP GRADED EMM SNALL U6 fe TF 64.H PARCEL NO'. 1 FF -65.50 PARCEL NO. 2 PE -65.0 FF -65.50 PE -65.0 MATCH LINE 3 qiT�? 1 P 65.4 TF 84.60 .. Ti 61.{51 I i ; I I — 1 CL 20' / FC. PUE G.0 0 -19 . hi ice.. -_ ... _ ...�. 6�1 �.y+ff�0. +a -- _ _ - — o- •;? _ _ _ �R� R -_'-�'�' 4--`__ /b ... - —__ � __ �. " •`yam ,4� ,-�. •!';u- rtn —�-1"rte— '- _ 't --T__ _— .f__�. r- =� �: — ._-_ a"r SEE SHEET SAW. CUT. SMOOTH JOIN EXISTING ,,.3 PROTECT IN PUCE s x• ADJUST EXISTING DRYWELL GRATE TO PROP. CRAOE O REMOVE EXIST. CURB/CUTTER. CURB OR CROSS WIER. 3{ REMOVE AND REPLACE EXIST. AC PAVING WITH �S i `1 n c• .m r. SAME STRUCTURAL SECTION. "CONSTRUCT 4 -'THICK P.C.C. STOOP � I R ,.�,. PROPOSED ROOF ORAN (SEE SHEET NO. 6 FOR OETAIM) at CONSTRUCT GROSS GUTTER SPANDREL PER RN. CO. STD. NO. 209 d 209 A 4©. CONSTRUCT CURB TRANSITION FROM. B- TO B' CURB FACE O CONSTRUCT 6' DEEP GRADED EMM SNALL ]7 CONSTRUCT RETURNED CURB STYLE ACCESS RAMP. SEE DETAIL ON SHEET 6. �0R�� z4�. 0 20 40 Bo.BD x SCALE 1'=20' MAINIERO, SMITH- AND ASSOCIATES,INC. MARK Is 'JAY.'• 4 /B}` X 4 3i•; � • vji /\� \ ' I \ i ,'I /' \ __ _ ._.. e LOGATDN 1• I.P.- WITH COUNTY TAG 1963' IN HANOWELL 777 E. TA)IQUITZ CANYON MAY. SUITE 301 AT INTERSECTION OF MILES AVE. AND ADAMS OF EXISTING CONCRETE CONTROL JOINT 'Ey.t).�. PALM SPRINGS, CALIFORNIA 92262-7066 ;, y } EXIST. CURB/GLRiER r fG.. �.. - - "_..... .. _ .. _ .. .. .. ... ... ... s • , I y I ..� -_ ..._ .. .. ..._ ... . P. J / , yy % % HIGHWAY 111 ' • ,h' EXIST . RAISED MEDIAN --- -- --- -_.rte_.. �--�--!� :-- - -- -- -- - -' --- ' - -- �---' — --' -- --'-- -' - '-- -'-• -----" � _ _ — I_..- I _ I —R/'w —R� R/W RM• —R/'I—R/-,. I RM• .. ah __—. a/r:• An xn A/ 3 CONSTRUCTION NOTE& O CONSTRUCT 3- A.C. PAVEMENT•OVER 4.5' CLASS n AGGREGATE BASE. O CONSTRUCT 6' CURB AND GUTTER PER RN. CO. STD: OWL• NO. 200. O- CONSTRUCT 6' TYPE -D- CURB PER W. EAI. STD. OWC• NO. 204. OCONSTRUCT 4- THICK P.C.C. SIDEWALK PER RN. CO. STD. DWG. OWG. NO. 240 (SEE PINI FOR WIDTH). O CONSTRUCT CURB RAMP 'CASE A' PER W. CO. STO. OWG- NO. 405. 10 10H QCT CURB RAMP -CASE B' PER RN. CO. STD. DWG.. T2 INSTAL 24'x24' DROP 'INLET 'JENSEN PRECAST 01 242436' OR APPROVED EOUAL 15 , 8• HIGH SCREEN WAIL. SEE PIAN FOR TW AND TF. (SEE LANDSCAPE ARCHITELTS PIAN FOR DETAILS. PER SEPARATE PERMIT) i6 PALM ACCESSIBLE PARKING STRIPING. PAVEMENT SYMBOL AND INSTALL ACCESSIBMY-SIGN-(SEEDETNLS ON -SHEET -6.)' REVISIONS R/W----R/„1----R/w cEBe/y IST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVAL c eo BY ME CITY ENGINEER ON 03/06104. EXCEPT FOR uo} C25658 . THE REVISIONS NOTED HEREON. A Exp. 12-31-05 CI 71F C ,yt' • TY { OF CAL ,tea yrY✓ ROBERT J. WINIERO - M� 25e5e J'" DRAWN BY 7trIABY RJB. SM9 CHECK RJM' SAW. CUT. SMOOTH JOIN EXISTING f9 PROTECT IN PUCE 3© ADJUST EXISTING DRYWELL GRATE TO PROP. CRAOE O REMOVE EXIST. CURB/CUTTER. CURB OR CROSS WIER. 3{ REMOVE AND REPLACE EXIST. AC PAVING WITH ]8 SAME STRUCTURAL SECTION. "CONSTRUCT 4 -'THICK P.C.C. STOOP O PROPOSED ROOF ORAN (SEE SHEET NO. 6 FOR OETAIM) at CONSTRUCT GROSS GUTTER SPANDREL PER RN. CO. STD. NO. 209 d 209 A 4©. CONSTRUCT CURB TRANSITION FROM. B- TO B' CURB FACE O CONSTRUCT 6' DEEP GRADED EMM SNALL ]7 CONSTRUCT RETURNED CURB STYLE ACCESS RAMP. SEE DETAIL ON SHEET 6. �0R�� 0 20 40 Bo.BD x SCALE 1'=20' MAINIERO, SMITH- AND ASSOCIATES,INC. MARK P.D. 3=1-E' ELEV. 92.067 - PLANNING / CIVIL ENGINEERING / LAND SURVEYINC LOGATDN 1• I.P.- WITH COUNTY TAG 1963' IN HANOWELL 777 E. TA)IQUITZ CANYON MAY. SUITE 301 AT INTERSECTION OF MILES AVE. AND ADAMS PALM SPRINGS, CALIFORNIA 92262-7066 STREET. TELEPHONE (760)' 320=9811 / FAX -323-7893 cEBe/y IST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVAL c eo BY ME CITY ENGINEER ON 03/06104. EXCEPT FOR uo} C25658 . THE REVISIONS NOTED HEREON. A Exp. 12-31-05 CI 71F C ,yt' • TY { OF CAL ,tea yrY✓ ROBERT J. WINIERO - M� 25e5e J'" DRAWN BY 7trIABY RJB. SM9 CHECK RJM' CITY -OF LA QUINT& CALIFORNIA SHEET LA QUINTA VALLEY PLAZA PARCEL MAP NO.. 31172 OF PRECISE GRADING AND PAVING PLAN OF BFING A PORTON OF ME NORTHWEST WINTER 7 4*.A..,sk'.'1"•`"t�,: 'MT' CONSTRUCT 3' A.C. PAVEMENT OVER 4- CLASS 2 AGGREGATE BASE REMOVE EXIST CURB. PAVEMENT, SIDEWALK =LA CONSTRUCT 6'' MICK'CIASS $' PAVEMENT OVER 6' CLASS 2 AGGREGATE BASE CITY -OF LA QUINT& CALIFORNIA SHEET LA QUINTA VALLEY PLAZA PARCEL MAP NO.. 31172 OF PRECISE GRADING AND PAVING PLAN OF BFING A PORTON OF ME NORTHWEST WINTER 7 r� �C/L �O Ih?s4 o•34 • SHEET 2 OF 2 -.SHEETS WESTWARD HO 20 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA -0 FD. -- PK NAIL IN CENTER OF AERIAL 'Z9 PARCEL MAP NO • 3.1 172, PANEL WITH ONE REMAINING SWING TIE. I NO REF., REPLACED WITH 1-1/4' I BEING A SUBDIVISION OF A PORTION OF THE NORTHWEST QUARTER OF' BRASS DISC -R.C.E. 25658• FOR CITY of LA QUINTA SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST. S.B.M. \ _ N 1/4 CORNER SECTION 29 Plan Set No. . \ \ I I I 031310 MA/NIERO, SMITH AND ASSOCIATES, INC. MAY 2003 N 210J•0, 4- _ EX. R/W PER DEED I DUNE PALMS ROAD C70 ly _ aK. 122, PG. 374 I I ?d' Joe. C _ i I LOT •C• 0.01 AC. � 2 —N 69'14'49- E 224.52' -N 89' '26" E 116.00' U w 74.00 :x x � 2 23.258 S.F. 3 X PART b 0 z �ln ce z U V W mPEy�jUN m \ mm b_ a 6 yjJO �I N moi J. F U N a p JQV¢ v1 So Ian �" a <r ZKZ n N C I3jnm0 CCCC I z IY $ a :n ' 'ice\ vai¢alloN; PARCEL 7 x nl �I N IpOW W LOT C. -�- - IWza�-� QX Q CIS 0.01 AC. 2 I N 301 29 i SHEET 2 OF 2 -.SHEETS WESTWARD HO 20 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA -0 FD. -- PK NAIL IN CENTER OF AERIAL 'Z9 PARCEL MAP NO • 3.1 172, PANEL WITH ONE REMAINING SWING TIE. I NO REF., REPLACED WITH 1-1/4' I BEING A SUBDIVISION OF A PORTION OF THE NORTHWEST QUARTER OF' BRASS DISC -R.C.E. 25658• FOR CITY of LA QUINTA SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST. S.B.M. \ _ N 1/4 CORNER SECTION 29 Plan Set No. . \ \ I I I 031310 MA/NIERO, SMITH AND ASSOCIATES, INC. MAY 2003 N 210J•0, 4- _ EX. R/W PER DEED I DUNE PALMS ROAD C70 ly _ aK. 122, PG. 374 I I ?d' Joe. C _ i I LOT •C• 0.01 AC. � 2 —N 69'14'49- E 224.52' -N 89' '26" E 116.00' 42.00' 74.00 PARCEL 6 _m 23.258 S.F. 3 X PART b 0 z 0 n 3 L13 _ N 89'48'26" 9.00' 105.00 PARCEL f 7,980 S.F. N 8748'26' E 105.00' LOT •B• 3 0.04 AC. _ A'.7i, 'vr� ___-- / iI 206.36' 10' LE. o 4-W, 2 I I I ACCESS PARCEL $ / / i�7 _C6 L221 I 52.13' L2 - .18,675 S.F. 4d „•`- 24_ I I LIB N 21.b ACCESS ` _ _ - - _ I 1 I EX. R/W PER DEED 0304- W, �, �\ I I BK. 122. PG. 374 z�s aD �$ I DETAIL •A• I I 1'=30' I L3 I I 12 I LINE DATA 250.00' 105.00 2 g I I I PARCEL 2 NOTA 1 I I CURV 9,030 S.F.J j�A4�4 I I NUMBER DELTA ANGLE RA \,ti1• I /� I Cl 01.32'52" 49 _i,/�� C2 00'33'05' 49 N 89.48'26" E 105.00' EX. R/W PER I I C3 . 00'59'23" 49 — — — BK. 122, PG. 374, O.R. I I I C4 02'01'09" 49 SWAY W fry — — — — — I I I I C5 00'44'04" 53 J - J I I C6 19'07'10" 50 /C4'////// —^� /W / l C8 00'4404• 50 � � EX. RC7 1 2 I - -�)-- 05'35'27- 50 �N 04,02,00" E -------- �/ i C10 24'56'19' 1 LIAIA o IEX. R/W PER I — --- —_ -------------- — `0'l N 04 1 2 o w N 03'09,54" E 9 NO. 97-10633. O.R. EX. R/W PER INST. (R) NO. 67-108641. O.R. CD w HIGHWAY 111 RSM fig, (D=OT4'4'30' R= - — - - - — N 89.58 2Y E 181.10 . 5000.00' L=675.59' T=338.31) — - �L — - — - — - — - - — S — - -- — j 9 R&M 14_4- ----- ------------- -----' - - — - - — - - N 89'39'39' E 2650.16' SOUTHERLY LINE - - — (N 89'39'39' E 2650.21') FD. 2-1/2' BRASS CAP FLUSH FD. 1' I.P. 'LS: 5570" FLUSH PSA. NW UT RLYSECLIN 29 BASIR-OF BEAFAWM "CAI- DIV. HWYS.-STA 893+90.21 B.C.' PER P.M. 197/33-36, ACCEPT PSA. [N 89'39'33" E 2650.13'1 PER P.M. 197/33-36 FOR C/L HWY. 111 AS CENTER OF SECTION 29 ENGINEER'S NOTES THE BASIS OF BEARM FOR THIS MAP IS THE SOUTHERLY UNE OF THE p NW 1/4 OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., TAKEN AS N 89'39'39" E PER PARCEL MAP NO. 29351, AS SHOWN IN 0 BOOK 197, AT PAGES 33-36 OF PARCEL MAPS, O.R. • INDICATES FOUND MONUMENT AS NOTED J 0 INDICATES SET 1- I.P. FLUSH, R.C.E. 25658, UNLESS NOTED IL OTHERWISE. DENOTES SET 1-1/4' BRASS DISK STAMPED R.C.E. 26401, FLUSH, IN A.C. PAV'T (RN. CO: STD. TYPE 'B" MON.), UNLESS NOTED OTHERWISE (-) INDICATES RECORD DATA PER P.M. 197/33-36, UNLESS NOTED OTHERWISE. [-] INDICATES RECORD DATA PER R.S. 96/52, UNLESS NOTED OTHERWISE. 0' NOTE: EXTERNAL BOUNDARY DIMENSIONS,ARE RECORD & MEASURED PER PARCEL "B OF CITY OF LA QUINTA LLA NO. 02-377, DESCRIBED IN INST. REC. 5/14/02, AS INST. NO.' 2002-329123, O.R. R&M INDICATES RECORD & MEASURED DENOTES RESTRICTED ACCESS DEDICATED HEREON L.E. INDICATES LANDSCAPE EASEMENT AT ALL PARCEL CORNERS, SET 1' I.P. FLUSH IN NATURAL GROUND, W/PLUG R.C.E. 25658, OR SET NAIL AND TAG IN CONC. FOOTING OR FENCING MATERIAL, AS APPROPRIATE, STAMPED R.C.E. 25658. TOTAL GROSS AREA = 6.42 ACRES TOTAL NET AREA = 6.02 ACRES . •I EASEMENT NOTES: A RIGHT OF WAY FOR DITCHES AND CANALS RF.SERVFn BY !ISA`IN PATENT REC. 7/31/05 IN BOOK 3, PAGE 228, O.R. (BLANKET IN NATURE) A:AN EASEMENT FOR HIGHWAY SLOPE PURPOSES IN FAVOR OF THE COUNTY OF RIVERSIDE PER INST. NO. 108641, REC. 12/11/67, O.R. 0'2 AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES IN FAVOR OF THE CITY OF LA QUINTA PER INST. NO. 2000-267425, REC. 7/11/2000, O.R. 0'3 AN -EASEMENT 10.00' IN WIDTH FOR PUBUC UTIUTY PURPOSES IN FAVOR OF THE CITY OF LA QUINTA PER INST. NO. 2001-306663, REC. 7/05/01, O.R. 60' 120' SCALE 1"=60' VICHTY MAP N.T.S. 180' 240' J.N. 1640 I i3 q PART �ln W ,i W W I--IARRIIESS-�1 2 n v1 I I W I <r I z $a $ a I DUNE PALMS I WAD I O. PARCEL 7 x Z z LOT C. 4.27 AC. 57.00' 0.01 AC. 2 I N 4'4 1 E. 24.5 ' 10' LE. 4 i 16.67' 06.38 ACCESS o �+ 5.3' J _ L18' aa N N 0 `ry SEE DETAL •A•1/( i 13 3 3I AT Ri(iFiT e< I$$ PARCEL 3 I $I 9,840 S.F. ^� I i izz� .��ry°� 250.00' 105.00 2 g I I I PARCEL 2 NOTA 1 I I CURV 9,030 S.F.J j�A4�4 I I NUMBER DELTA ANGLE RA \,ti1• I /� I Cl 01.32'52" 49 _i,/�� C2 00'33'05' 49 N 89.48'26" E 105.00' EX. R/W PER I I C3 . 00'59'23" 49 — — — BK. 122, PG. 374, O.R. I I I C4 02'01'09" 49 SWAY W fry — — — — — I I I I C5 00'44'04" 53 J - J I I C6 19'07'10" 50 /C4'////// —^� /W / l C8 00'4404• 50 � � EX. RC7 1 2 I - -�)-- 05'35'27- 50 �N 04,02,00" E -------- �/ i C10 24'56'19' 1 LIAIA o IEX. R/W PER I — --- —_ -------------- — `0'l N 04 1 2 o w N 03'09,54" E 9 NO. 97-10633. O.R. EX. R/W PER INST. (R) NO. 67-108641. O.R. CD w HIGHWAY 111 RSM fig, (D=OT4'4'30' R= - — - - - — N 89.58 2Y E 181.10 . 5000.00' L=675.59' T=338.31) — - �L — - — - — - — - - — S — - -- — j 9 R&M 14_4- ----- ------------- -----' - - — - - — - - N 89'39'39' E 2650.16' SOUTHERLY LINE - - — (N 89'39'39' E 2650.21') FD. 2-1/2' BRASS CAP FLUSH FD. 1' I.P. 'LS: 5570" FLUSH PSA. NW UT RLYSECLIN 29 BASIR-OF BEAFAWM "CAI- DIV. HWYS.-STA 893+90.21 B.C.' PER P.M. 197/33-36, ACCEPT PSA. [N 89'39'33" E 2650.13'1 PER P.M. 197/33-36 FOR C/L HWY. 111 AS CENTER OF SECTION 29 ENGINEER'S NOTES THE BASIS OF BEARM FOR THIS MAP IS THE SOUTHERLY UNE OF THE p NW 1/4 OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., TAKEN AS N 89'39'39" E PER PARCEL MAP NO. 29351, AS SHOWN IN 0 BOOK 197, AT PAGES 33-36 OF PARCEL MAPS, O.R. • INDICATES FOUND MONUMENT AS NOTED J 0 INDICATES SET 1- I.P. FLUSH, R.C.E. 25658, UNLESS NOTED IL OTHERWISE. DENOTES SET 1-1/4' BRASS DISK STAMPED R.C.E. 26401, FLUSH, IN A.C. PAV'T (RN. CO: STD. TYPE 'B" MON.), UNLESS NOTED OTHERWISE (-) INDICATES RECORD DATA PER P.M. 197/33-36, UNLESS NOTED OTHERWISE. [-] INDICATES RECORD DATA PER R.S. 96/52, UNLESS NOTED OTHERWISE. 0' NOTE: EXTERNAL BOUNDARY DIMENSIONS,ARE RECORD & MEASURED PER PARCEL "B OF CITY OF LA QUINTA LLA NO. 02-377, DESCRIBED IN INST. REC. 5/14/02, AS INST. NO.' 2002-329123, O.R. R&M INDICATES RECORD & MEASURED DENOTES RESTRICTED ACCESS DEDICATED HEREON L.E. INDICATES LANDSCAPE EASEMENT AT ALL PARCEL CORNERS, SET 1' I.P. FLUSH IN NATURAL GROUND, W/PLUG R.C.E. 25658, OR SET NAIL AND TAG IN CONC. FOOTING OR FENCING MATERIAL, AS APPROPRIATE, STAMPED R.C.E. 25658. TOTAL GROSS AREA = 6.42 ACRES TOTAL NET AREA = 6.02 ACRES . •I EASEMENT NOTES: A RIGHT OF WAY FOR DITCHES AND CANALS RF.SERVFn BY !ISA`IN PATENT REC. 7/31/05 IN BOOK 3, PAGE 228, O.R. (BLANKET IN NATURE) A:AN EASEMENT FOR HIGHWAY SLOPE PURPOSES IN FAVOR OF THE COUNTY OF RIVERSIDE PER INST. NO. 108641, REC. 12/11/67, O.R. 0'2 AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES IN FAVOR OF THE CITY OF LA QUINTA PER INST. NO. 2000-267425, REC. 7/11/2000, O.R. 0'3 AN -EASEMENT 10.00' IN WIDTH FOR PUBUC UTIUTY PURPOSES IN FAVOR OF THE CITY OF LA QUINTA PER INST. NO. 2001-306663, REC. 7/05/01, O.R. 60' 120' SCALE 1"=60' VICHTY MAP N.T.S. 180' 240' J.N. 1640 I i3 q