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2186
I '.. -NOPE: iWith prdper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 DATE: 5-25-94 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Ave. 50 & Eisenhower Dr. (Street address or Description of Location) PURPOSE OF CONSTRUCTION Repair utility crossing on Eisenhower Dr. DESCRIPTION OF CONSTRUCTION Remove and replace ASPHALT DIMENSION OF INSTALLATION OR REMOVAL 21x451 approx. SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Sketch (attach construction plans if appropriate) SEE ATTACHED CONDITIONS MAY 2 5 1994 ' B U v Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of thepermi and all appli le rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of is work. Sig at of 40 pplicant or Agent Granite Construction Co. 38-155 Monroe St., Indio, CA 92201,• 775-8327 Name of Applicant (please print) Business Address I Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. 89 2501 Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 160.00 II Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by $ 160.00 Date 2186 PERMIT VALIDATION PERMIT NO. 2186 DATE APPROVED 5-25-94 EXPIRATION DATE �� 3'- 9 DATE I SUED By Administrative Authority TELEPHONE: (619) 564-2246 0 AL NOTE: With proper validation this form constitutes an encroachment Permit CITY OF LA QUINTA APPLICATION FOR PERMIT -PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) ror 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: ZS 1 I VSubdivision Improvement Permit — Class III Minor Improvement Permit Clan IV LOCATION OF CONSTRUCTION Ayc 60 `r/ (Sum address or Oescripteon of Location) PURPOSE OF CONSTRUCTION /ZfPla z tA7_I L I'Ty �_2��-: Gil �i 5�i�•✓� r� Or_ . Sketch (attach construction I p ans If approprta) DESCR)P SOF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST S (Including removal of all obstruction, materials, and debris, backfilling, com- Paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and saw the City, its authorized agents, officers. representatives and employees, harmlm from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loci or happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to dt�atpplicatr� or propeity Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all apOlieabie miles and regulations of the Chy of La Quints and to pay for any switional replacement necessary as the result of this work, e C.�n,q-i t 7k Signature of Applicant or Agent o 58 i-5--'7 !-✓1�,J2o E s7 /o 7 7 s -- 83 z 7 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman �9 Busmen Address Telephone No. Contractor's License No. Z s0/ City Business License No. Applicant's Insurance Company Policy Number FEES: Subolvislon improvement Permit —Clan 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ /&0 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Date Recorded by PERMIT VALIDATION PERMIT NO. - 2,19? �p DATE APPROVED �5_' Zs— 9y EXPIRATION DATE DATE ISSUED By TELEPHONE: (619) 564-2246 ,T Administrative Authority The following general and Special Provisions are attached to and mace a pan of Permit No. W GENERAL PROVISIONS The following snail always aaDiv: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes wOMx to be accomplished wimin City of La Quints right of way ONLY. Whenever construction extends within onvate prooenv. it snail be the resoonsioility of the oermntee for his contraaorsito Secure permission from abutting property owners. Sucn authorization must be secured by the derminee prior 10 Starving work. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated trackiaving construction eouiament shall not becermntedtOoDwateananv paved surface unless fined with Smoot n -faced street pads. All mecnanical outnggers snail be fitted with ruooer street shoes to oratect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing pavement IS Scarred. Spailed. of broken during the term of this contract, or if the pavemem is marred. City of La Quints shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two intoes 12-) of A.C. surtapng plus appropriate seal coat as specified above, PROTECTION OF TRAFFIC: All excavations and work areas shall baoropeny lighted and barricaded as deemed neceeaarybythe City Engineer or La Quints City Public Works Inspectors. Suitable detours arta detour signs shall be placed arta maintained Of the project. The City shall be notified 24 Hrs. in advance of any traffic detour& or datinoarorts. far the duration CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the everit.i[ becomes ` necesaary to remove Or cut existing drainage structures. City of La Quinta shall be notified pnor to commencement Drainage structures and open drains shall be kept free of debris at all times for proper drainage. of this wont. 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 dean of eanh and other objectionable materials immedistely char backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material strap bo removed pnor to paving. Water tanker shalt be used, as required• to sprinkle the job site to keep down dust conditions and shall be used immedistety after backfill. DE -WATER OPERATIONS: If tle-watering operations are required and pumps aro forcing water on City of La Quints reeds, it shall be the responsibility of the perminee (contractor) to control this water and to provide off-street barricades wnen necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limned accessforthe adjoining property Owners and emergency vehicles. In the avem it isfeltbythe permmtesthat hemuste1pspastreet for any length Of time. permrttes shall contact tnis Office to obtain the necessary permission. SPECIAL PROVISIONS The fOfiwing shall apply ONLY when indicated: Rt NOTIFICATION: Permmae shell not' the Ci ay.JgR 6 dV 1Y T2 B at least 48 hours in advance of starting oonsouction R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less man t shall be furnished in the name of City of La Quints to cover all work involved in the restoration of the venous La Quinta roads and Survey monuments. This bond shell be continuous until cancelled by the City Engineer. This bond must be Posted prior to commencement of any work On this project . R3 TILITYCLEARANCE:(Substructures)PriortomakinganyexcavaucnwithintheCityofLaQuintanghtofwaysumorized by permit, the permmee shall contact all concerned utility companies relative to the location of existing akbstrumures. Damage to existing Substructures resulting from Operations conducted under this parmrt shall be thesclarta�mslbility of the permmee. R4 UTILITY CLEARANCE: (Surface structures) No work shall be done under this permit until all utilities aro dear of the proposed work site. The permmee small notify all concerned utility companies of the proposed wort. R5 PAVEMENT WIDENING: Area between the proposed surfaced with inches of A.C. paving placed on concrete gutter line and the existing road paveneem shell be surfaced dwith aluedfnotlessthan inches of class aggregate subbaaecourse havi and in conformance with City of La Quints Road Improvement Standards and ng an R"valu Ordinance 1x481. R6 PARKWAY GRADING: Area between the property line and tOpWthe Proposed concrete curb shall begradsdtoaslope of 1/4 inch to one foot (1 1. R7 GRADES & STAKES: City of La Quints shall establish grades and stakes for the proposed concrete curb and gutter construction. Re GRADE CHECKING: City of La Quints shall check grades upon recerptofPlan and ptafileand/or grades as established by a licensed engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( feotlshaIt be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb. matching comate gutter and concrete driveway approach shall be constructed in conformance with City of La Quints Standard 0207. RIO 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 2-1/2 inches of A.C. paving placedon (_ I of class._ aggregate base. Driveway construction shall conform to attached drawing. R11 CULVERTS: A :ncn diameter I inches below and In line with the existing flow line.vertlinstallation s ail con overt snail be installed irmth tto the at acneane invert idrawing. mately 1- 1 /2 R12 IGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. R13 SOIL STERILIZER: The area to be surfaced shall be treated with sou sterilizer. Rate of apahcation shall Comply with the manufacturer's specifications. R14 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quints may conduct in this area during the period of this permit. Work shall be Coordinated with the State or Citv of La Quinta forces to preclude delay or interference with State or City of La Quints prolwn. 15 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments wnich exist on the camerirne of all streets or property lines when involved shall be completely tied out so they may be readityandcorrectiv be feplBCed by a IlCenaetl Civil engineer or surveyor at the etrpaftae Of the Dorm moo. A comtpIwe sat of notes srocrmng the ties td mesa monuments anal1 be tumishap to tha City Engineer phim to the torrfov0l at arty monumemta. Thin office alis 11 be loutiod upon compfeam at r&dtacernsm at all survev monurma m tar atPosit etoiec, eta wn, va tion O oeonlnino of construction. an survey monuments snail be Ileo Out Dv City X La Quints ana suitable payment or guarantee or oavment snail be maae as reimbursement for ail work invoiveP. R17 PAVEMENT CUTTING: Pavement will be mecnanically cut to a stratgm cutting edge prior to excavation. Method of pavement malt be eoprovea through rile oitice of the City Engineer. (Under no circumstances snail exca-yating equipment be used to excavate onor to cutting of oavemenn. Excavation material shall be o(aceo In such a iacunaie the general Clow of tramc. Prior to tonal paving operations. any pamage to pavement straight edge snap position as to oast st corrected. 1be 8 PAVEMENT CUTTING: Pavement snail be saw cut onor to removal. Prior to tinal paving operations. any damage to oavemem straight edge snail be corrected. LIMIT OF EXCAVATIONS: Excavations snail be (imitea to I.0001ineal feet at open trencn oetore oacktlll operations must begin. All excavations snail be property barricaded witn pants Overniont. on weekends and houoays for the protection of the traveling puolic. The Public Works Inspector snail determinetne suitability of excavation barricading in earn case. No excavation small remain open for a nerioa exceeding tive 151 days. No excavation snail be maae unless the construction material is actually on the work site. 20 BACKFILL MATERIAL: Backfill shall be free of brusn. roots or other organic substance cetrimenta.. . .:s us8for purposes of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or saturated matertall which is encountered during excavation shad not be used for backfill• but snail be supplemented or • replaced by an soprovea sand or gravel. R21 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of notgreaterthan three feet (3') and vibrated using vibrotamper or eourvaient equipment. Alternate methoas maybe substituted. but in any case a relative compaction of 95 percent shall be attained within the a:rucwral section of the roaoway. R22 BACKFILL PLACEMENT: Backfill shall be applied In lavers of not more Irian 50 percent of the total death of the trench before flooding or a maximum of five-foot 161 lifts where trenches are of excessive depths. Care Is to be exercised thatthe backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting combection shall be not less than 90 percent or eaurvatehtt0 the surrounding ground. whichever Isthe greater compaction. Where ponding or flooding is used tar a maximum settlement, adequate dikes will be constructed to retain the water. Where letting is used. the jets shall be of sufficient length to reach the bottom of each :ager end the water supply shall be continuous. COMPACTION TESTS: If so required bythe Inspector, compaction tests shall be made at Intervals of not more than 1,000 feet and a minimum of one (1) test on each road One (l) copy of each test shall be forwarded to the Clry Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be maae as outlined to Section 8.3.01 aof the Standard Specifications, Division of Highways. State of California. dated January 1973. 24 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for earn crossing or service fine One 11) 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 asoutlined in Section 6.3.01 otthe Standard Specifications. ications. Division of High, State Of California. dated January 1973. R25 TEMPORARY PAVEMENT REPAIRS: After Completion of backfill and compaction operations. a temporary patch consisting of 2 inches of SC- 800 shall be placed on a prepared subgrade. The SC -800 temporary paving Shall be placed after a maximum of 3.000 lineal feet of 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. R26 PERMANENT PAVEMENT REPAIR: After backfill and eomoaction operations have been completed. a temporary patch ..•. ... consisting of two inches (2") of SC -800 shall be places immediately. A permanent patch of surfacing placed on a inch class base shall be placed no later than inches A.C. temporary road repair. days after of R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill ano compaction. a temporary patch consisting Of two inches (2") of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three Incnes (3") of A.C. surfacing shall be placed on six inches f6") concrete base as directed. but not later than fifteen 115) days after completion of temporary Paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quints Rosa Improvement Standards and SPecificauons. Ordinance 0461. R28 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patdt areas as determined by the City Engineer. R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas where such seal Coats existed prior to Is.Suanceof this permn. Seal or armor coats shall be applied as SPeedied in Section 37. Standard Specifications. State of California, Division of Highways, dated January 1973. Work of pavement repair to be accomplished by a licensed contractor engaged In the business of pavement repair. R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated. such striping shall be replaced upon completion of permanent repairs. R31 TREE RELOCATION OR REMOVAL. Tree relocation within the City of La Quints road right of way shall be accomplished by a licensed. bonded and Insured tree service. and handled safelywithout mterference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be removed In sections which can be handled safelvwlthout interference or hazard to highway traffic. The entire width of the tree stump snail be removea and disoosea of so that no debris remains in view of the highway. The stump hole shall be backfilled and thorougnty compacted asstiecified inthefollowing paragraph. Where it becomes necessary to restrict traffic. the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, ftagmen 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 90 percent or equivalent to the surrounding ground. whichever is the greater compaction as determined by the impact or field method Compaction tests shalt comply with Section 6.3.01 of the Standard Specifications. Division of Highways. State of California. dates January 1973. R32 TREE TRIMMING: a. Only the necessary trimming snail be accomplishea to provide clearance of the facility for one calendar year. All broken or weak sections within the trimming snail be removed. b. Where It becomes necessary to restrict traffic. thework shall be restricted to a maximum of 500 feet at anyone time. Adequate signs. flagmen. and/or barricades shall be provided to protect the traveling public at all times. c. If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own arrangements with adjoining property owners for consent to the trimming In addition to the autnonzauon provided by this permrt. d. All tree trimming on EVERGREEN TREES. PALM TREES, and other ORNAMENTAL TREES shall be accomplished to the satisfaction of the City Public Works Inspector. e. Abutting property owners shall be contaetad, in all instances, prior to trimming or topping trees. f. Pruning snail. in ell instance& be at the shoulder of the CM n to Insure even. last neabng in all cuts Of two Incnes 12-1 ana aDove•m size. Sealant snail no soenwrl M .ii ...» _. " . . SPECIAL CONDITIONS --PERMIT NO. 2186 --- GRANITE CONST. --- 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. 2. Permittee shall be responsible for providing continuous dust and erosion control. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. Contractor shall comply with the local noise ordinance. 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 5:30p. m. Saturday 8:00 a. m. to 5: 00p. m. May 1st to September 30: Monday -Friday 6:00 &m. to 7:00p.m. Saturday 8:00 a.m. to S:OOp.m. Work shall be prohibited on legal holidays including Sundays. 5. Permittee/contractor 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. 6. Advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards. It shall be the permittee's responsibility to detour and barricade this site. A traffic control plan shall be submitted to the Engineering Dept for approval prior to any work in the travel way. 7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be maintained with flagmen at all times. 8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133. 9. 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. Special Conditions - Permit No. 2186 Page 1 of 2 SPECIAL CONDITIONS ---PERMIT NO. 2186 continued 10. All work shall be coordinated with the City's contractor and others working within the area as directed by and to the satisfaction of the City Engineer. 11. When the work is within 500' of a signalized intersection, the permittee shall notify Riverside County Signal Dept. at (714) 275-6894 or Caltrans Signal Dept. at (619) 688-6845 as appropriate a minimum of 48 firs prior to starting work. 12. All backfill and subgrade soil shall be compacted to 90% relative dry density, all backfill soil within the top 2' of finish pavement surface shall be compacted to 95 % relative dry density, all base material shall be compacted to 95% relative dry density. 13. All excavations at or near the travel way shall be backfilled at the end of every work day as directed by and to the satisfaction of the City Engineer for the protection of the traveling public. . 14. All landscaping, irrigation, decorative rock, decorative concrete, lighting etc. shall be replaced to its original condition. 15. Access and egress to all local properties shall be maintained at all times. 16. Permanent pavement replacement section shall be one inch greater than existing. Special Conditions - Permit No. 2186 Page 2 of 2 o , o a a � 0 0 0 0° o o� � - o ®r - ©n l�J ' A ' Vi , 1 �� 11 Ul �' -44 p0 dt` p_ 6 � � 7 �J L 9 o , o a a � 0 0 0 0° o o�