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2119(VOTE Fi With proper 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 I II DATE: 4/6 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Tract #23935 -3,-4 (} of 4) S/W corner of Dune Palms b Miles Ave. (Street address or Description of Location) PURPOSE OF CONSTRUCTION Strut Improvements Sketch (attach construction plans if appropriate) TR 23935, curb, Sutter and paving DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 5/15/94 See Attached Conditions per the approved plans R06 1994 APPROXIMATE TIME OF COMPLETION 7/15/94 By ESTIMATED CONSTRUCTION COSTt_. 78.852 (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 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 (24) hours in advance�f-Chet/ when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and applicable rules and regulations of a City of La Quinta and to pay for any additional replacement necessary as the result of this Work. gnature of Applicant or A CenturyCrowtell Comm. 1535 S/D Street San Beraardiaa, Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. ' 314473 2120 Contractor's License No. City Business License No. ` Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I 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 $ 2355.00 Permit Fee 10.00 $ 2365.00 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by Date 2119 PERMIT VALIDATION PERMIT NO. 2119 DATE APPROVED . EXPIRATION DATE DATE ISSUED !�61EBy TELEPHONE: (619) 564-2246 ME Administrative Authority NOTE: With proper validation this form constitutes an encroachment Permit CITY OF LA_ OUINTA-.. APPLICATION FOR PERMIT -PUBLIC WORKS CONSTRUCTION' (ENCROACHMENT) For the construction of public or private curbs, driveways. Pavements, sidewalks, parking lots, sewers, water mems and other like public works'improvements in. connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS �- Ll g� DATE: Subdivision Improvement permit _ Class 111 MinI or Ovement Permit Class IV LOCATION OF�ONSTRUCTION _._ "I �� ` _z,(1/2- 414 6F-44 (SWM aidres o.0aswilnion of Loeau"I PURPOSE OF CONSTRtl"inu C �OFC. ,-Ilig%� Sk_tch (attach construction plans if appropriete) Ir UCTION 'IAVP-- A -4t— n —_ .. Fe.V1 -1 NE 0MENSION OF INSTALLATIO R�RE�O�VA_7. -SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION 0 ESTIMATED CONSTRUCTION COST S _ '2 (Including removal of all obstruction, materials, and debris, backfilling, com. Pachon and placing permanent resurfacing and/or replacing improvements) In eoruideratlon of the granting of this permit, the applicant hereby agrees to: Indemnify. defend and save the City. its authorized agaves. off icgm. reprhsentativa and emnDloyees, harmless frwn and against any and MI hpappenalaa• IOrlitiaumor lou resulting from c'"ne or court action and arising out of any accident. loss or hening ubiOccnq as a oro:imMe result of any work undertaken under the Permit to this to persons or prt�paity Nothfy the Administrative Authority at least tvvan f granted Dursusnt to this aoptiotwn• N our 1241 hours in advance of the time when wort Nall be started, Comply with all applicable City Ordinances, the terms and conditions of the perm nd Ls Quints ato pay for any additional reWactirnemt n all OPlkable rules and Mutations of the City o/ eoaliMy as the rain this work. l Name of of Applicant or Anent euslness Address Telephone Na Name of Contractor and Job Foreman 3 Business Address Telephone No. I L-4 y -7 3 Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor improvement Permit — Class IV: See attached schedule Inspection Fee $ Z 3 5 -3 Permit Fee /D Density ash Oeposit-Surety Bond if required TOTAL": ------------ Receipt No. 3eceived by Date lecorded by PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRA ON DATE ' s DATE LIED By Administrative Authority TELEPHONE: (619) 564-2246 .'s + . r � � r , .. t' t . {-;. � �'�.(.� (`1(= f Vin, '•.� (.. fir`. a-C,�,' (- �. ,� `• M1 r `�, r � , ,r ,.r . � . � � i ;,t' • r � r r r A. � •Y� �. �. .. •� � a . _. r � j»7 � �� n=mak � � '.i � r � 1 r � 1 ' • • � .. .1 � � 5 � _ r 1 ^i ../ he fotlow,na Genera, aro Special Provisions are ertacleo to and made a part of•Permrt No. �C I a li. GENERAL PROVISIONS -he follow,na snail aiways apply; ENCROACHMENT ON PRIVATE PROPERTY: This permit autnonzes war% to be accomplished within City or La Quina right of way NLY. Whenever construction extends within private OrODenv. it snail be the re soonslbil,ry of the OOrmntee 'Of his contractors, to secure permission from aouning property owners. Such authorization must be secured by the permittes prim to starting work. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklevfnq construction equipment shall not be permitted to :sveo surface unless fmad with smooth -faces street Paas. All mechanical outriggers snall be fitted wnn rubber streat aodar l OrOtea :tae paving aurin ooereteonern ent only shall be pavement is scar ea kspauted, or brokenrcur ng the team of this contract or rt tthe oavin em'elm s maOperations rred. City of �areaa M the existing trial these portions of road be resurfaced over their emire weth. Resurfactng shall eonatst of one peat of Quints shell request surfacing plus appropriate seal coat as specified above. _ two inches 12") of A.C. PROTECTION Quints TRAFFIC: All excavations and work arses anal) be.properlY lighted and bamcaded es deemed r+eeotuary by the City EngeoralsrLaeiyart&,,ty ieWorkslnspeeoro Suitabledatours and detour sgnsshaUbeplapepsdonc emadni cloortheaheCon of the crajea. The City cite,, be notified 24 Hrs. in advance of any traffic detours or delineattmm CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete ape, steel culvert and concrete structures encountered during excavation which necestiea removal shell be replaced in kind. In the ste l culvert et and ner�ssary to romove c cut existing drainage trueturss. City of La Quinta shall be notified anon to commencement of this work. Drainage structures and open drams shall be kept free of debris at as times for proper drainage. RIGHT OF WAY CLEANUP: Any surplus matenal resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed dean of earth and other objectionable materials immedetety atter backfill and cam Existing gutter line onto drainage ditches shall be replaced to their original standard or better. All excess material patroon. prey o tevng. Water Canter shall be used. as required, to sprinkle the lob site to keep down Oust conditions a�g removed used immepmtely cher oackfill• rid shag be used DE -WATER OPERATIONS: P If Ines 1 Bring operations are required and pumps are forcing water on City of La Quints roads., it shall be tna restoonsibdiry of the permutes Icontrsctcrl to control this water and'to provide off-strost barricades when holosmpy. CLOSING STREETS; No street shall be closed. A minimum of one lone of traffic shall be Maintained at all times to provtda limrteto access for the aoloining property owners aro emergency vehicles. In the ovem IT is fah by the permme that he muG any length Of time. Derminee shall contact this office to obtain the necessary permission. St ose a street for SPECIAL PROVISIONS The 101tw,ng shall apply ONLY when indicated: / RY NOTIFICATION: Permmee shall notify, the Citya°7s R2 CASH DEPOSITS OR BONGS: A teen bond man a at Ispat 48 hours in advance of starting cdrtsauaion. Dptoved surety bona in an amount of not leas than s shall be furnished in the nems of City Of La Quina tO Eder ell work involved in the restoration of the vartapps LS Quints rocas antl survey monuments. This bond shall be continuous until cancelled by the City Engineer. This Posted prior to commencement of any work on this project. band mus[ W R UTILITY CLEARANCE: (SubstruaureslPrior tomaking any ezravappnwithinthisCi Of la by permit. the parrthmse snail comas all concerned util" ry Quina nghthtwWautherizee Damage to rousting Substructures resultingfrom a on ccondu rted under tui the loeabon of existing guburucturaiL of the permmee. perouons conducted under this permit shall be the Stlla roapcnslbility R4 UTILITY CLEARANCE: (Surface structures) No wail, shell be done under this permit until all utilities are door of the proposed work site. The permmee snail notify all concerned utility companies of the proposed want. R5 PAVEMENT WIDENING: Area between the proposed co surfaced with inches of A C. avis la neroa gutter line and the exiting road as Bub ht shall be havingan••R"valueofnotlesstnan paving e00oh i+hehesofclass and in conformance with City of La Quints Road Improve subbsso course and Speerfications. Ordinance +x481, nhproemsrttStandaros R6 PARKWAY GRADING:Ares between the Property line and tboafthe Proposed concrete Curb shall be graded tog Slope of 1/4 inch to one foot 111. R7 GRADES & STAKES: City of La Quints shall establish grades and stakes for the proposed concate euro and gutter construction. RB ' GRADE CHECKING: City of La Quints shall check grades upon recerot of plan and psofile anti/or grades as established by a licensee engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the exiting concrete curb and/or curb and gutter I fcatl$hall be removed. Curb and/or curia and gutter shall be saw cut prior to removal. Decreased curb. matching COht7eta gutter and concrete driveway approach shall be constructed in conformance with City of La Quints Stanaarc x crest 207. RIO DRIVEWAYS. A.C.: Driveways shall be constructed as not to alter exiting drainage pattern. Surfacing between the property line and the exiting road paving shall be 2-1/2 inches of A.C. paying placed on 1 _") of clan+ aggregate base. Driveway construction shall conform to attached drawing. R 11 CULVERTS: A :ncn diameter I -ncnes below and in line with the existing flow line.vert) installation s alvert snall bealia n oirmthe to the et arna einvert idraawing. 1 /2 R12 SIGHT CLEARANCE: Sight clearance of 600 feet ,n either direction shall be assured and maintained R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of appllcatton shall comptywlth 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 City Of La Quina forces to preclude delay or interference with State or City of La Quints projects. SURVEY MONUMENTS: Prior to excavanon or beginning of construction. all survey monuments which Witt on the erreplace of all Cross or property linea when involved shall bbe completely tied put ao they may be readilyand correctly be reduced toy a licettsop CMI ehgmder or attrveyor n the expense at the 00111 Mom A complete apt at noes etwmnq the . ties to mese mpnumwu shall be turMshad to this City Engineer orpor to trial aaiQl a onymcin monis. ThiofficbaMll be too! uaoh corm at reotecemmm of all survey monurnems rar wmairteroreQefearsnrii =16 -'RVEY MONUMENTS P•+nr to excavation or beoinnino or construction. all survey monuments snail be trop out by Lity )I ua Uuknta ano suhaote payment or auaranTee of payment snail be maae as relmoursemem for all Vit.K invpffipp R17 °AVEMENT CUTTING: Pavement will be mecnan+catly cut to a straiant eage prior to excavation. Method Of pavem&M Cutting snail be SDarovea inrouan [nit office of me Citv Engineer, funder no circumstances snail excavating edufoment pe used to excavate prior to cultina Of pavement). Excavation material snail be maces In such a DOSIllon as to Best facilitate the general now or traffic. Prior to final oavina operations. anv cameos to correctea. pavement straight edge snail be R18 PAVEMENT CUTTING: Pavement snail be saw cut prior to removal. Prior to final paving operations. any camace to Pavement stralgnt eage snail be corrected. R19 LIMIT OF EXCAVATIONS: Excavations small belimited to1.000lineal feetotOpen french Deforebacxflllooeranonsmust begin. All excavations snail be properly barricaded witn lionts overniont, on weeKenas ano nolieays fortneoretectfonof lite traveling puduc. The Public WorKs Inspector snail eetermme the suitability of excavation Oarneamn9 in each case. No excavation scall remain open for a patios exceeding live (51 days. No excavation snail be mace unless the Construcaon material IS actually On in. WO►K site. BACKFILL MATERIAL Baekffll shall be tree at brush. roots or Other organic substance detrimenta.:..:s Use for purposes of producing ao,adaquately consolidated baynill. Any material which the City of La puinta deems unsuitable lspongyor saturated material) which is encountered during excavation snall not be used for backfill. but snail be supplemented or • replaced by an aoprovea sand Or gravel. R21 BACKFILL SAND: Backfill shall be approved transit-mit sand or equivalent and shall be placed in lifts of mgrestertnan three feet 131 and vibrated using vibrotamoor or eaurvalent equipment. Alternate methods may be Substituted. but in any case a relative compaction of 95 percent shall be attained within the c:rk:cturai section of the roadway, R22 BACKFILL PLACEMENT: Backfill shall be applied in lavers of not more inan 50 percent of the total dearthofthe trench before flooding or a maximum Of five-loot lifts where trenches are of excessive depths. Care is to be exwaaed that the backfill material Is not subjected to extreme swell by flooding operations. Backfill material shall be placed 80 That the resulting cbmosenon shall be not less than 90percent or equivalent to the surrounding ground. Whlcneverla Me greater compaction. Where ponding or flopping Is used for a maximum settlement. adequate 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 :aver and the water Supply shall be continuous. COMPACTION TESTS: If so required bythe insvector. Compaction tests shall be made at intervatsot not mom than 1.000 feet and a minimum of one (1) test on each road. One (1) Copy of each test shall be forwarded to the City Engineer for approval and f iled prior to making permanent repairs. Compaction tests shall be made es outlined in Secnon (3.3.01 of the Standard Specification& Division of Highways. State of California. dated January 1973. R24 COMPACTION TESTS: If so required fav the inspector. compaction testi shall be made for earn crossing orswvlce unit. One 11) ropy of each test shall be forwarded to the City Engineer for eoprovaland filed prior tomaking permanon repave. Compaction tests shall be Mede aS outlined in Section 6.3.01 of the Standard Spec fications. Division of Highwarys. State of California. dated January 1973. R25 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations. a to pal IV 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 trencn has Dean excavated and backfill operations completed. but in no case small the Placement of the temporary pavement exceed a five IS) day limit. -.. R26 PERMANENT PAVEMENT REPAIR: After backfill ants compaction operations have been completed. a temparary patch consisting of two inches 12'1 Of SC-800 shall be placed immediately. A permanent patch of surfacing placed an a inch class des A.C. -base small days after completion of temporary road repair. R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporarypatch consisting Of two inches (2'1 of cold mix paving (SC-800) shall be placed immediately. A permanent patch of three inches 131 of A.C. surfacing shall be placed on six inches 16') concrete base as directed, but not later tnan fifteen (15) days aher Completion Of temporary paving. Concrete base shall be of five-sack mix and shall Conform to the City of La Quints Road ImprovememStanaards and SPeckfiratrons. Ordinance #461. 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 appliedon all patch areas where such seal coats existed prior to issuance of thra Darmrt. Seel or armor coats shall be applied as sperdiedin Section 37, Standard Specifications. State of California. Division of Highways, dated January 1973. Work of pavement repair to be accomplished by a licensed contractor engageo in the business of pavement repair. R30 STREET RESTRIPING: Where street striping Is still visible on streets 10 be excavated, such striping shall be replaced upon completion of permanent repairs. R31 TREE RELOCATION OR REMOVAL. Tree relocation within the City of La puinta road right of wav shall beaeeomolisneo by a licensed. bonded and insured tree service. and handled safelywlthout mterterence or hazard to the traveling public. It shall be the responsibility of the perminee 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 safelywitnout Interference or hazardto highway traffic. The entire width Of the tree Stump Snail be removed and disoosep of s0 that no peons remains In view Of the highway. The stump hole shall be backfilled and tharougntycompacte0 assoecified in the following paragraph. becomes necessary t0 restrict traffic. the work shall be restricted to a maximum of 500 feet at any One timWhere It e, 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 equivalent 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. sates January 1973. R32 TREE TRIMMING: a. Only the necessary trimming snail be aCComdlished 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 io 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. c. If tree trunks are partially outside of the City of La Quints road right of way. perminee snail make his own arrangements with adjoining property owners for consent to the trimming lin addition to the authorization provided by this permit. d. All tree trimming on EVERGREEN TREES. PALM TREES. and other ORNAMENTAL TREES shall be OCCOMOlished to the satisfaction of the City Public Works Inspector. i. e. Abutting property owners shall be contactaa. in all instance°. prior to trimming or topping trees. I. Pruning snail. in all intertest, be at me Shoulder at the cro[en to insurer evert. fact nesuna lin all cm at w.. «.....� SPECIAL CONDITIONS --PERMIT NO. 2119 -- CENTURY CROWELL COMMUNITIES --- 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 5:30p. m. Saturday 8:00 a.m. to 5:00p. m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00p. m. Saturday 8:00 a.m. to 5:00p. m. Work shall be prohibited on legal holidays including Sundays. 5. v 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. Advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the WATCH (Work Area Traffic Control Handbook). It shall be the permittee's responsibility to detour and barricade this site. 7. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133. 8. 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. 9. 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. 10. All excavations at or near the travel way shall be backfilled at the end of each work day for the protection of the traveling public. 11. All street improvements shall be constructed per the approved street improvement plans for Tract 23935 -3 & 23935 -4. Special Conditions - Permit No. 2119. Paee I of I