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2253/JTE: Xth proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 3' 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 I II DATE: 10-20-94 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Tract 23995 Inco Homes "Reunion" Miles Ave & Adams St. (Street address or Description of Location) PURPOSE OF CONSTRUCTION Install utility backbone DESCRIPTION OF CONSTRUCTION Install utility sleeves along Miles Ave & AdameSt. DIMENSION OF INSTALLATION OR REMOVAL '-SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 10-24-94 APPROXIMATE TIME OF COMPLETION 10-31-94 ESTIMATED CONSTRUCTION COST $ 82,577.75 (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 V o 1 94 D iRV 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 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 Inco Homes 250 E. Rincon Ste 202 Corona, CA (909) 736-0700 Name of Applicant (please print) Business Address Telephone No. S.J. Burhardt Inc. 657 Marlatt Mira Loma, CA (909) 685-7488 Name of Contractor and Job Foreman Business Address Telephone No. 510982-A on file Contractor's License No. City Business License No. CNA (Meridian Ins. Service) AL -29079707 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 $ 826 11 Permit Fee 101 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 836 Receipt No. Received by Date Recorded by 2253 PERMIT VALIDATION PERMIT NO. 2253 DATE APPROVED 10-20-94 EXPIRATION DATE ` 12-331-94 DATE ISS D r -/ By Administrative Authority TELEPHONE: (619) 564-2246 k NOTE: With proper validation this form constitutes an encroachment oermrt CITY OF LA QUINTA APPLICATION FOR PERMIT -PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 1•or 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 �C,2 DATE: ¢ Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION ��' Z3�`%S . --- �NCt7 (Street address or Oeeatotion of Location) PURPOSE OF CONSTRUCTION V i_/`a aAr4je&yV IPTION OF CONST t DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION O T 3 ESTIMATED CONSTRUCTION COSTS 8Z. S7 -7 5 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) Sketch (attach construction plans if appropriml In consideration of the granting of this permit, the applicant hereby agrees to: lndwmMIN. defend and save the City, its authorized agents. officers. nWrOwntetives and emoloyem. har mlm front and PMalttes, liabilities or Ion resulting from clamp or court action and wising against any erd all happening or Occurring as a proxinme rewit of a Out of any arxidant. loss or damage LO pelsOM Or prppNty any vv undertaken under the Permit granted Pursuant to this acplicetlon. Naify the h all ntetlatM Audtority at least twenty-four t24) haws in advance of the tirna when work will be swted. Cofnply with all aoplieable City Ordinancee, the term and conditions of the permri and all applicable rules and regulations of cite GH of La Ouinta and to pay for any edditionel reviscNment necmlery as the rMit of this wont. Name of Applicant (please print) Name of Contractor and Job Foreman ✓ /Q��" Business Address Telephone No. 9g2- � Contractor's License No. City Business License No. CW -A- (wt�2i�� .��. S� �V, (��4) z - 290-79707 Applicant's Insurance Company Polity Number FEES: Subdivision Improvement Permit — Class II I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ E0i 0 Signature of Applicant or Agent sTc_ Z07- G9;eowk yv�) 736.07vy Business Address Telephone No. Permit Fee Penalty Cash Oeposit•Surety Bond if required / TOTAL: $ cp Receipt No. . deceived by Data PERMIT VALIDATION PERMIT NO. 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Whenever construction extenas wnnm a 9v of La Quinta right of wav Private orooenv. snail be the resbonsibWry or the oermrtrof tar his eontraaort to secure permission from acurtmg prooern owners. Sucn autnarizatlan must oe secured Ov the permittee Prior to starting worst TRACKLAYING CONSTRUCTION EQUIPMENT: Cleetec tramiaving contruaron eduloment shell not bacermmedtcooereteonenv Daveo surface unless ?MOO with smooth street reet pads. All mecnanical outriggers snail be tmeowitn rubber street those to protea the Pavinq during excavations. Rubber -tires eaufoment oniv snail be used in backfill operations in payea areas. Pavement is scarred, scallop, or croken curing the term of this contract. or it the Pavement is marred. City of La pai that these portions of road be resurfaced over tneir entire width. Resurfacing shall consist of one coat of twall ail of A.C. surfacing plus appropriate teal coat as specified above. o inches n- anrequest PROTECTION OF TRAFFIC: All excavations and work areas snail be property lighted and bameaaed as deemtro nacefyry tfby the City Ensineer or La Quinta City Public Works Inspectors. Suitable detours and detour signs snail be cheep and mainnOCO or v durati Of the project. The City shall be notified 24 Hrs. in advance of any traffic detours or delinemons• on CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe. concrete pipe, steal culvert and c cfmmte structures encountered during excavation wnicn necessitate removes shall be replaced in kintl. In the event.It becomes necessary to remove or cut exitiflg drainage structures. City of la Quinta Snell be notified boor to eo d. In t e evg t. this wont. Drainage structures and open drains shall be kept tree of debris at all times for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavatldn and backfill Operations shell be removed from the right of way. All paveo surfaces snail be broomed clean of earn and other objectionable materials Immediately attar backfill aro compaction. Existing gutter line and drainage ditches snail be reciacetl to their original standard or better. All excess material aha" be removed Prior to paving. Water tanker shall be used. as required, to sprinkle the lob site to keep down dust conditions and shall be used inlfneDiately after backfill. DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints toa13111-Its hall be the resoonsiollity at the perminee Icontractarl to control tnis water and f0 prOVlce Ott -street baTCatlat vKien fiapef�ry CLOSING STREETS: No street she" be closed. A minimum of one tens at traffic snail be maintained at all timet to provide i Mned access for theadlomingpropertyownersandamergOnevvehictes.IntheeventItIsfeltbvtheparmmeemathemustclO d any length of time. permittee shall contact this office to obtain the necessary permission. •troetfor SPECIAL PROVISIONS The fallwing shall apply ONLY when indicated: Rt NOTIFICATION: Permitted shall notify the City at 777-74;P7.5' `.t8 at least 48 hours In advance of starting Oonaauato Shall be furnished in the name of City of La Quintn R2 CASH DEPOSITS OR BONDS: A Cash bond or an approved sufsty bond in an amount of not less tnari t Quints to cover all work involved in the restoranon of the various roads and survey monuments. This bona shall be continuous until cancelled by the City Engineer. Thla bond muss V Qulnte to Posted prior to commencement of any work an this project.be R3 UTILITY CLEARANCE: (Substructuresl Prior to making any Oxcilvation within the City of La Quinta right ofWaysutnorIzed by perm R, the parmmee shall contact all concerned utility companies relative to the location at existing substructures. Damage to exiting substructures resulting from operations conducted under this permm ehalatetisting n"XMrislb of the parmmee. R4 UTILITY CLEARANCE: !Surface structuresl No wart shall be cone under this owmtt until all utilities are dear at the proposed work site. The parmmee shall notify all concerned utility companies of the proposed work. R5 PAVEMENT WIDENING: Area between the proposed ccftmte surfaced with inches of A.C. paving placed cn inehesotctass gutter line and the exiting road pavemem shall be having an'•R'value atnot less than antl iaggregate tubbasecourse and Specifications. Ordinance 9481. n conformance with City of La Quinta Road Improvement Standards ft6 1 PARKWAY GRADING: Area between the property line and tap of the proposed co 1 /4 incn to one toot 11 1. ncrete curb shall be gratladtpa slope of �/. R7 GRADES & STAKES: City of La Quints shall establish graces anti for the proposed concrete corp aro gutter V GRADE CHECKING: City at LaQuinta snail check graces upon receipt atclan and protileand/or grades etes-blithadby a licensed engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the exiting concrete curb and/or curb and guner l removed. Curb and/or curb and guRer shall be saw cut prior to removal. Depressed curb, matching concrefMtlshall be concrete driveway approach te guner end shall be constructed in conformance with City of •La Quints Standard x207. RIO DRIVEWAYS. A.C.: Driveways shall be constructed as not to alter exiting Drainage pattern. Surfacing between the Property tine and the existing road paving shall be 2.1 /2 inches of A.C. paving placed on l "I of clan aggregate case. Driveway construction snail conform to anacned drawing. -"� R11 CULVERTS. A :nen Diameter 1 1 culvert ncnes below and in tine witn the existing flow tine. Culvertin tallation snail conflled ormtthe o the ettacnedinvertlGraowing tetv 1 /2 'SIGHT 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 sod sterilizer. Rate of application snail comply with the manufacturer's specifications. 5R14 OORDINATE 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 penoc of this permit. Work shall be coominateo with the State or City of La Quints forces to preclude delay or interference with State or City of La Quinta Projects. R1 SURVEY MONUMENTS: Prior to excavation or beginning of construction. all survey monuments wnlcn exist an the cemerline at all treats or proverty Imes when involved shall be comtpte-ty tteo out so they may ce resallysnd coneRly bereplacedova llcanaedcnni engineeror surveyor t the a]mefpeartMberhmteat A poll tin YtatnateatfKWAngShe tide td tnese monumems mala be turntaneo to the City Engineer artortotnererrievef a snvfmdnumeme- This be nottroo upon i COiriefeedrt at fe[aadflMRt at all Bur ! fnanumGnm ter araeetr eteleer ~��r.. O1TICe mall R16 =-'RVEV MONUMENTS. Prior to excavation or oecinnino or construction. ail survey monuments snarl betisc cut by IL.ty ;r La Uuinta ano suitaote vavment or guarantee or oavment snail be made as reimbursement for all worst involved. R 1 1 PAVEMENT CUTTING: Pavement will be mecnanicauv cut to a straight sage prior to excavation. Method of pavement cutting snail be adproveo tnrouan the office or the Citv Engineer. IUneer no circumstances snail excavating equipment be used to excavate prior to cuttma of oavernemn. Excavation material snail be braced in Sucn a position as to best iacamate the cenerai tlow or tratfic. Prior to final paving Operations. anv oamaae to pavement straight edge snail be corrected. R18 ' PAVEMENT CUTTING. Pavement Snail be saw cut Prior to removal. Prior to final paving operations, any damage to pavement straignt ease snall be corrected. R19) LIMIT OF EXCAVATIONS: Excavations snail be Irmitea to) .000 lineal feet of open trencn before dacktill operations must begin. All excavations snail be property barricaded with liohts overrnant. on weexenas and holidays for the protection or the traveiing puanc. The Public Works inspector snail determine the suitability of excavation oarricaarng in each case. No excavation snail remain open for a oeriad exceeding rive 151 days. No excavation snail be mace unless the construction material is actually on the work site. BACKFILL MATERIAL Backfill shall be free ct brusn. roots or Other organic substance aetrlmenta. , , ,;s tea }dr purposes C of producing an adequately consolidated bacittill. Any material which the City at La Quinta seems u .:s usbtarspangyes Or saturated materiall which is encountered curing excavation shall not be used for backfill, but snail be supplemented or reptacea by an eaproveo sand or gravel. - R21 BACKFILL SAND: Backfill shall be approved transit -mitt sand or equivalent and shall be placed in lifts of hotgreaterthen three feet (3'1 and vibrated using vibrotamperoreautvatentequipment. Alternate methods may be ftsOfn tgrbutInany case a relative compaction of 95 Percent small be attained within the i;ructural section Of theutlstlroadway. R22 BACKFILL PLACEMENT: Backfill shall be availed in lavers of not more than 50 percent of the total depth at the trench before flooding or a maximum of f ivs-foot 151 lifts where trenches steel excessive depths. Care Is to be exarcisad that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction small be not less than 90cercem or eaurvalent to the surrounding ground. whichever is the greater compaction. Where dancing or flooding Is used for a maximum settlement. aaequate Supply shall be continuous. dikes will be constructed to retain the water. Where letting is used. the lets shall be of sufficient length to reach the bottom of each :ager and the water R23; COMPACTION TESTS: If so required bytne inspector. Compaction tests shall be made at intervals of not more than 1.000 feet ana a minimum of one (1) test on each road. One 11) Copy of each test shall be forwarded t0 the Clty Engineer far approval and filed prior to making permanent repairs. Compaction tests shall be forwarded edmSectionEngine 6.3.01 the Stannard Speeit-cstions. Division of Highways. State of California, dated January 1973. R24 COMPACTION TESTS: If so required by the inspector. compaction tesla shall be made tar earn crossinimcs One 41) copy at each test snail beforwaraedtotneCity Enginser}orapproval and fil9 permartsnt repairs line. 9Orsartrepairs. Compaction tests shall be made asouuinea in Section 6.3.01 of the Standard Specifications. Of California. dated January 1973. . division of Highways, State R25. TEMPORARY PAVEMENT REPAIRS: After completion of bacidill and compaction operations, a tempgrsnt patch consisting of 2 inches of SC -800 shall be placed on a prepared subgraee. The SC. Boo temporary paving snail be placed after a maximum of 3.000 lineal feet of trench has been excavated and backfill operations completed, but in no cage shall the placement of the temporary pavement exceed a five 15) day limit. R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, a temporary Patcn consisting of two inches (2"') of SC -800 shall be placed immediately. A permanent patch of —� inches A.C. surfacing placed on a inch class base shall be placed no later than temporary road repair. days ahereompletion of R27 PAVEMENT REPAIR: F.A.S.: Upon completion at backfill andcarrivaction. a temoorarypatcm consisting Of two inches 42"1 Of cold mix Paving ISC-800) shall be placed Immediately. A permanent patch at three inches 13'7 of A.C. surfacing shall be plated On six Inches 16") concrete base as directed. but not later than fifteen 115) days after completion Of temporary paving. Concrete base snail be of five -sack mix and shall conform to the City of La Quints Road Improvemwn Standards and Specificauons. Ordinance 0461. R28 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. R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be acolwo on all patch areas where such seat coats existed prior to issuance at this vermn. Seal or armor coats shall be applied as specified in Section 37. Standard Specifications. State of California. Division of Highways. -dated Jan uary 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 oe excavated. such striping shall be replaced upon completion of permanent repairs. R31 TREE RELOCATION OR REMOVAL. Tree relocation within the City of La Quinta road right of way small be accomplished by a licensed. canoed and insured tree service, and handled safely without mterterence 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 sectionswhrch can be handled safely without interference or hazara to hrghwav traffic. The entire width of the tree stump snail be removed and disaosea of so that no debris remains in view of the hrghway. The stump hole shall be backfilled and thorougnlycompacted as specified in the following 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, 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 90 Percent or equivatent to 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. R32 TREE TRIMMING: a. Only the necessary trimming snail be accomplished to provide clearance of the facility for one calendar year. All broken or week sections within the trimming snail be removed. b. Where it becomes necessary to restrict traffic. the work shall be restricted to a maximum of 500 feet st anyone time. Adequate signs. flagmen, and/or barricades small 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 snail make his own arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided by this permit. 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. a• • Abutting property owners shall be contactaa, in all instances. prior to trimming or topping trees. I. Pruning snail. thall matainces, beat the shoulder at me eraten to insure Nen_ tea nw.une u..0 ....- SPECIAL CONDITIONS --PERMIT NO. 2253 --- INCO HOMES --- 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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a. m. to 5:00 p. in. 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 including Sundays. 5. Permittee shall assume responsibility for repair of any pavement breakdown at the haul road access to any public or private street and - for any damage to other City streets or facilities. 6. Permittee shall submit a traffic control plan to the Engineering Dept. for approval prior to starting work in travel way. Advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual) .'It shall be the permittee's responsibility to detour and barricade this site. 7. Street closures shall not be permitted. A minimum of one travel lane in each direction, on paved surface shall be maintained at. all times. 8. Permanent pavement replacement section shall be one inch greater than existing, but not less than3"of A.C. over 4.5" of A.B. whichever is greater. 9. All landscaping irrigation decorative rock etc. shall be. protected in place as much as possible or replaced to its original condition. ` 10. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133. 11. 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. Special Conditions - Permit No. 2253 Page I of 2 SPECIAL CONDITIONS - PERMIT NO. 2253 CONTINUED 12. 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. 13. 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 9.5% relative dry density.. 14. When work is within 500' of a signalized intersection , the permittee shall notify Riverside County Signal Dept. at (909) 27576894 or Caltrans Signal Dept at (619) 688-6845 as appropriate. 15. Site clearance of 600' in either direction shall;be assured and maintained at all times. 16. Street striping that is damaged, removed etc. shall be replaced to its original condition by the permittee at no cost to the City. 17. All excavations at or near the travel way shall be backfilled and paved as directed by and to the satisfaction of the City Engineer at the end of each workday for the protection of the traveling public. 18. This permit authorizes. work in the- City of La Quinta Right -of -Way only.. It is the permittee's responsibility to secure permission from any other abutting agencies or property owners. 19. Ingress and egress for all properties shall be maintained at all times. 20. The City will determine the final limits.of asphalt replacement. 21. The pavement replacement section width shall be one foot greater on each side of the trench. 22. A construction schedule shall be provided to the Engineering Dept for review prior to any work in the Right -of -Way. If the, schedule deviates an update shall be provided. Special Conditions - permit No. 2253 Page 2 of 2 S-_3.BURP:HqRDT,INC TEL No. ' 1 909 E85 7838 Oct 27,94 7:58 P.03,,04 Joe_ CANON COATING COMPANY 511FET NO OF General Engineering Contractor #405188 P.O. 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