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3849City of L '!Quinta i c, . •y a F n The following General and Special Provisions are attached to and made a part of Permit Number The folio wing'shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to beyaccomplished 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. i r '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.'• rk 4 i 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 atl 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. if # 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 t 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. ~ _ 7( SPECIAL PROVISIONS' The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City.at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting r construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way•authorized • ` v. by permit, the permittee shall contact all concerned utility companies relative.to the.location of existing substructures. r 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: Are the rope line and .to of the ro osed concrete curb shaII be raded to a slope of -I ❑ P P Y P P P 9 P one-fourth inch ('/<") to one foot ❑ 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. - ❑ 417, CURB REMOVAL �FOR DRIVEWAYS: A portion of the existing concrete curb'and/or curb and gutter ("' N/A "') feet shall,;`".. # f a 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 ; *R , 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 '/z") of A.C. paving on ("' N/A'* ).of class ("' N/A• aggregate base. R9 t - SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all - times. a ❑ R10. SOIL STERILIZER: The area to be'surfaced shall be treated with soil strerilizer. Rate of application shall comply with the ' `+' manufacturer's specifications.. ' w City of La Quinta Z 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 whicli 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 (T) 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 ( 4 ) inches of A.0 surfacing placed on a ( 6) inch. ( crushed ) aggregate base shall be placed no later than ( 7 )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 J 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, a dated January 1973. :NOTE:. With proper validation this form constitutes an encroachment. permit, CITY OF LA QUINTA APPLICATION FOR PERMIT -,: PUBLIC. WORKS CONSTRUCTION (ENCROACHMENT). ' '"�' " `'�� w�. w S OF .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 lmprov.ement'Permit' Class 1II . 'DATE: ebruery 18.. 2003 Minor Improvement Permit Class. IV �'LOCATION OF CONSTRUCTION TXaCt- 29052, n0rthveSt corner, of. 50th and jeffereav' `4 4,1(8treet address oc D'escription. of Location) 4PURPOSE OF .CONSTRUCTION Complete -portion of 'regional Sketch` (attach construction plans if appropriate) ..88wef tivak. lire SDESCRIPTION•OF-CONSTRUCTION *501 t-.tom 11ge *Sec Attached Spec al. Conditious * DIMENSION OF. INSTALLATION OR REMOVAL 'Connect 15" VCti Sdwer :g1jiy into 18" main-. in 50th' Avenue SIZE OF' EXCAVATION, IF NEEDED 20' x 5W and ae shown ori--aDDrdVdd Mans APPROX.IMATE'.TIME WHEN WORK WILL BEGIN UPOU r®i 619t.. of ' APPROXIMATE TIME OF COMPLETION 30 worici:ne days ESTIMATED CONSTRUCTION COST $ 13.540 (Including .removal, of•alf obstruction,' materials, and debris, baokfilling, com 0- tion -and -placing permanent resurfacing and/or replacing improvements) In consideraiior' .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 arid- againsf any and all Penalties,. liabilities or loss resulting from claims or court action and arising. out: of any accident, loss o� 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 Quints and to pay for any additional replacement necessary, as the result of this .work. . Sign.axu1're of AqPjjcW�nt or gentm' BLP Depert..Partnershiy 1.6400 PCH #207, -Huntins:;ton Beech 92649 . (562) .592-�6020 Name of'Applicant (please print) Business Address Telephone No. :1.A'.' Thoriitt�son Sonia, inc. 79--607 Country ClA.Dr.. .et�myd4 Draiilei 92201. (760) 345�Ofi2"5 Name'of Contractor and Job -Foreman Business Address Telephone, No. H734478 . Contractor's License No. City Business License No. Applicant's insurance Company 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 . $ 406.20 Permit Fee 100.00 Penalty ..Cash Deposit -Surety Bond if required' . TOTAL:, $ 506,20 Receipt No. Received by Date ' Recorded by Policy Nu r FEB 21 2003 CITY OF LAQUINTA VI ANCE DEP- . PERMIT VALIDATION PERMIT NO. ' 3€349 DATE APPROVED 1.1ebruary 18. '2003 EXPIRATION DATE Fe.bruhry 28. 2004 DATE ISSUED id '21 By Administrative Authority - Victor Monz,-IssistAgt Engineer I Telephone (760) 777-7075• ti. ,N,OTE: "Oith proper validation this form constitutes an encroachment permit CITY OF LA QUINTA 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 �fr3 3f;"� 1A ,:DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION � � � ayoutIuS7act carver Od a Cad 'y -2 'O(Street address or Description of Location) PURPOSE OF CONSTRUCTION Cti= OZoIL;tor_`Aj Sketch (attach construction plans if appropriate) C ot. tTm°fly Vm; ...,.,,..,DESCRIPTION OF CONSTRUCTION c r C7� Gt 3; .3U U DIMENSION OF INSTALLATION OR REMOVAL Cj� V4Y5 C {t 3 1 tJ e3 :5 i�vice=ClC SIZE OF EXCAVATION, IF NEEDED � Pn2z1 'no 01 mll l cz��a;� v� "Vcd tV111n0 APPROXIMATE TIME WHEN WORK WILL BEGIN'' j o=w LC' APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ I44u�1 (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-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 fApp wanntt or Agent Name of Applicant (please print) ry Business Address Telephone No. Jt t�rtir �Giu;+�C;,WC1 I•"S �i�a�G3 .�f�:.'C9r /�"'rj'�wI �°cil.�l � d� � '? T*if�!�.�:$�:'ii-i �i��;,�,=` '.��1'��. ��tai7� :7��•'��.:�� Name of Contractor and Job Foreman ��Y�U6 j'i3 Contractor's License No. Applicant's Insurance Company Business Address 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 $ Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No F I.Dr��I Received by Date Recorded by 2P1)03 City Business License Fin) .>ee Policy Num Telephone No. CITY OF LA PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE 'DATE ISSUED By Administrative Authority Telephone: (760) 777=7075 W i .. « f � 1. a .�. •_ � ,r t ;+�. ,.per art'4J t' PERMIT NO. 3849 ` BLP DESERT PARTNERSHIP,. ` { In addition to the standard permit conditions, the following shall`'apply:` ?; • 4'r- ,.� (,p ; ` 11. •'Pursuant to Section 14.16.320 of the La Quinta Muninancci al Cod(Ordie ,10§ 1.(part); =982),all , J 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 CityEngineer. '< 2. ' ALP DESERT PARTNERSHIP, hereinafter referred to as "Permittee", shall , be .responsible F for`'.. n '' providing continuous dust and erosion control.14, f r. w ' ,. Y .•f .d y .�!2 a.. .3. Streets shall be'kept clean. They shall be completely cleaned at the end of each workirig day'and "more m�' N -frequently if required. _y • •�� -- . ' . � r . ' .: ^ .tom:: 4. ' '.Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1;,1982), throughouttthe 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 +fir periods: y .�.r• J' 1R. r r y �:: �.e�-� yiR.`S;.Gr '1: G' . October 1st to April •30: Monday -Friday 7:00 a.m. to 5:30 p.m.- ', -,�� "f " Saturday 8:00 a.m. to 5:00 p.m'' 7 May 1st to September 30: Monday -Friday 6:00 a.m to 7:00 p.in. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 3 — J, 5. - Work performed within500 feet of a signalized intersection >s restricted 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 Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal;; :^ operation at the intersection is to be altered in any way. 6:,'. 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 •t. r ,and for'any damage to other City streets or facilities as a result of work performed under this permit:. r,_ •' r r. - r- ; .. ,mot - ." Pursuant to Section 14.16.250'6f the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), '. advance warning signs and traffic control shall be installed and maintained in accordance with Cal = f -"' -Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual).. A traffic control ' - ' ro : plan shall be prepared'in accordance with the WATCH Manual and 'Submittedr to the City for ;'. :review and approval one (1) week prior to starting any,, construction. It shall be,the Perinittee's • s;. ". responsibility to appropriately detour and barricade all construction sites. ♦ F T > Special Conditions - PERMIT NO. 3849 _ ° ` = Page Iof 5 - � t 5 -.•.; L i •Y .• - '' ` erg +�` �r- ` Y y 't��" "' � �' �� '+c•y « , . a PERMIT NO.3849 ..y� �. BLP DESERT PARTNERSHIP ".. ! ,w i 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 lane of paved surface shall be Yt r• ,.� '`~ :,' ; maintained at all times. �' �: _F y ; .f• ,; 8. ' 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 Departmentof anticipated', ;.'•h;; s =' excavation which impact City facilities, including but not limited to traffic signal.conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 9: tShould additional work,' materials, or modifications of the work be required in ordert-to'ineet City ,V'�° _,'`• 'r, '. 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. 10' Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § • 1 (part), 1982), s=' 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. t - •� ^ r ` •. 1 mac' - rC ! A 3•i1 ...Y 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 F „ 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,;orisite,-at all times during backfill operations. - - d F•. - - Backfill compaction shall be achieved by the following conditions: - . %. ,_• , ' ` A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material; such' ' t ; material shall be removed to the limits directed by the Geotechnical Inspector and/or 'the° City , h • ±.: Inspector and the resulting excavation backfilled with pipe bedding material.: B. Backfill materials shall be brought to or maintained at an appropriate moisture content for. compaction. The appropriate moisture" content range shall be established at the onset of the" ti .• . ,t ° - _.project and ensured prior to use of the materials through progress testing on'the stockpiles.',. i C. The first length of trench backfilled shall be backfilled in the presence of the' City Inspector} Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill. ~ ` is placed to ensure the effectiveness, of the compaction methods and to establish the depth of lift that, F can be compacted. Special Conditions'- PERMIT NO. 3849 ' 4 `' r Page 2 of 5, PERMIT NO.3849 a BLP DESERT PARTNERSHIP .If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be • taken within the lifts to ensure that the full depth of the lift is'compacted.' Upon satisfactbry"', ` completion of this portion of trench the City Inspector shall establish the maximum lift thickness_ ` _ } to be compacted for the remainder of the project. '. RE: , In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of- :,._:' ; r backfill, per 300 linear feet of open trench, at randomly selected locations within the open length `^ w of trench. ' F. ;+ .The depth of the randomly selected compaction tests shall also be randomly selected except 'thati V.' t • where multiple tests are required in a given length of trench, the tests shall be no closer.thari three J'•; ,feet (vertically) from.each other. - ' ' - '` •�� `^ ' f anytcompaction test fails, previously placed backfill (in the same length. of open trencli or'� previous lengths of trench) which is represented by the failing test (as determined'by the City; Inspector); shall be tested for compliance with compaction requirements:r? ` I. T. '`All costs incurred due to the conditions above shall be borne by the Permittee Copies of all test'-. .* r results shall be furnished to the City Inspector. - f; 1 L ., All excavations within City of La Quinta right -of. -way shall be backfilled,.and'terriporarily paved if ' within the existing travel way; at the end of every workday as directed by and. to the satisfaction of the y� City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that r `°,. �'�.+which can-notbe 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 iri'lengtfi; " .open overnight at a point where construction will begin the next day, provided that this length of trench 4 1. K : `` is completely. covered by steel plating. i °.� �} r t ' ' : ; ' ' „• + - • _ i s '` J'r a i Y ` f, 4 V, 12:, All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall'be replaced.to its .Y original condition. 13. Access and egress to all local properties shall be maintained at all times. '. '•_,- r 14 r ,,,Pursuant- to Section 14.16.375 of the La Quinta Municipal Code (Ordinance :1.0 § 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: ~' 'ijA., : Existing asphalt concrete pavement shall be sawcut'one (1) foot beyond trench edges Edges shall i ' 'be straight and`clean. _• t r, special Conditions - PERMIT NO. 3849 Page 3 of r . ♦ ;♦ F r.A J.•r r • PERMIT NO. 3849 • BLP DESERT PARTNERSHIP 'B: - Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than ' ^ existing of asphalt concrete over the same existing thickness of crushed aggregate•base'or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard,.'' t , Y" Specifications for Public Works Construction., The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear, feet of trench.,;- • Verify exact structural replacement section•thicknesses with the�City prior to installation: ' ~' �; C. • `' 'Permanent pavement replacement shall be installed using a City approved 1/4"• max medium " , asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift' for' , capping. Asphalt concrete mix design shall be approved by the City prior to its placement., ;_ . : D: Cold -Mill and Overlay - The existing pavement which was properly protected in place dunng the ` `y' trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10• ,•," `feet with butt joint created next to the existing unmilled pavement surface. The cold=milled area ";.:_ k and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 s asphalt concrete mix. The width of the cold milling area shall be as follows:.` - : For longitudinal trenches located in a parking lane: two (3) feet outside the sawcut'removal .` lines. �• - ^ ,< ; Y For longitudinal trenches located in a traffic lane: two (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. ` • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.'`; ,.� .� is - - '`. _. i, r..•-, _: .. ., t .. ,,,; • E.' : If grinding and capping operations are not performed in the same day as base paving operations;'- , y the base course lift of/4" max medium asphalt concrete shall be installed from saw -cut edge to, saw-cut edge flush with the existing street surface. The base course lift of paving shall not be.left ', t 0:10' low in anticipation of grinding and capping.z `! Any'existing lane striping or any.existing detour lane striping affected by this resurfacing shall be G replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. " Affected traffic signal loops shall be removed and replaced in kind. The finished ,pavement °K ,r surface shall be smooth consistent ,and shall conform to the surroundinrades. " T- > surrounding .. i . s' 15 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. .N - N` . Y 3. '�"� - -r r� _ r� tip, +: • 7 Page 4 Special Conditions - PERMIT NO. 3849 . ' . of 5 ' - > i" ' _ r i� • ' r � ,r yF, y it ' ; c V; - PERMIT N0.3849 • r � . BLP DESERT PARTNERSHIP',,, 16 Pursuant to Chapter ,12.56 of the La.Quinta Municipal Code (Ordinance 10 § T (part),1982) tlie'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 limn may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically:granis permission= Jo use the street to deliver street construction materials and/or equipment nl 17. - The City of La Quinta reserves the right to revoke, suspend or void this permit at any hme 18.. '-The ` The permittee shall indemnify, hold harmless and assume the defense of the City from all z.'', damages, delay costs, costs or expenses in law or equity that may arise out of work under•this permit. t �• .. .Y'- Y{``~f. ' • - .. ` �-, r+:.i 1. i.F- -� }TM�,_ ' ' 1 n- ' "City of La� Quinta { r j.f The following General and Special Provisions are attached to and made a part of F ' Permit Number 'The following shall always apply: - �t r r t ` 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'tne permittee prior.to starting work. ' TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying constructionequipment 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 'ezisting pavement is scarred, spalled; .' or broken during the term of this contract or if the pavement is mwred,•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, " r' 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 - k ' 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. F - + _' # •.E ' , ' 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' ' r shall be used, "as requiredto sprinkle the job site to keep down dust conditions and shall be used immediately'after backfill. DE -WATER OPERTATIONS: If de-wateringf operations are required and pumps are forcing water on City of La Quinta roads, -it shall beAhe 1' ` responsibility of the permittee (contractor) to control this water and to provide off-street barricades whennecessary. 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 anti emergency vehicles.- In the event it is felt by the permittee that he must close a street for any length -of time,' , r+ permittee shall contact this office to obtain the necessary permission. , SPECIALPROVISIONS-, 'The following shall apply when indicated: _ '• " . - ` 5 ® R1'., zy NOTIFICATION: Permittee shall beinotified the City at (760) 777 - 7075 at least forty-eight hours (48) • in advance of starting' • , . construction: ' ' ®I R2 *' 6UTILITY 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't'dthe location of existing substructures: # Damage to existing substructures resulting from operations conducted under this permit shall be the•sole responsibility of the - e permittee. - = k ® 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,lmprovement Standards and AllSpecifications, Ordinance #461'. j t PARKWAY GRADING: Area between the property line end.top'of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/<") to one foot (1').. r ` + ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/ grades a licensed engineer` as established by wi` r ,< "+ .Or R7,7CURB REMOVAL -FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ("N/A *') feet shall •, '� s `. 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. `y ® 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 YZ') 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. ry i, ❑-,R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the, `, manufacturer's specifications. .- .y ° City of La Quinta ®'R11: ` +F, COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State.of California or City of •r - 7_ F La Quinta may conduct in this area duringthe 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 o 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. r ® 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 . •: - R each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be madeunless the construction material is actually on the work site. (DRIIS 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 r 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- 5 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. ® Rig COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line:' . One (1),copy of each'te'st shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.. • r Compaction tests shall be made as outlined in Sections 6.3.061 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 paying 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 ( 4.) inches of A.0 surfacing placed on a.( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 7 ) 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 6e 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 r 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 methotl: s Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. e NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA- QUINTA APPLICATION FOR .PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) w 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: 01/22/03 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION NWC 50th & Jefferson (Street address or Description of Location) .PURPOSE OF CONSTRUCTION Complete t)ortion Sketch (attach construction plans if appropriate) of reaional sewer trunk line .DESCRIPTION OF CONSTRUCTION Sewer trunk line DIMENSION OF INSTALLATION OR REMOVAL Connect 15" VCP - sewer main into 18" main'in 50th Ave._. SIZE OF EXCAVATION, IF NEEDED 20'x 50' , dar•w ,aS ,11 APPROXIMATE TIME WHEN WORK WILL BEGIN February 1= FEB 17S 2003 APPROXIMATE TIME OF COMPLETION 30 da s ESTIMATED CONSTRUCTION COST $ 3, 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 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 BLP Desert partnership 16400 PCH #20.7, Huntington Beach, CA 92649 (562);592-6020 Name of Applicant (please print) . Business Address Telephone No. J.H. Thompson & Sons, Inc 79-607 Country Club Dr. Bermuda Dunes, CA 92201.(760) 345-0525 Name of Contractor and Foreman Business Address r Telephone No. H7"i447R / Contractor's License No. City Bsiness 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 No Inspection Fee $ PERMIT•VALIDATION Permit Fee PERMIT NO. Pena ty CashlDeposit-Surety Bond DATE APPROVED if required EXPIRATION DATE TOTAL: $' / Receipt No. Received by Date Recorded by DATE ISSUED By r Administrative Authority Telephone: (766) 777-7075 a J