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3821NOTE: With 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 I I I DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 1,4 ; of;>4 J AGV lNt -Q �C�1t%iG CE�✓T�"�.C'�i���5 (Street address or Description of Location) - - .PURPOSE OF CONSTRUCTION ��/'�L �'Tc�� C2S Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL o7CQ S� SIZE OF EXCAVATIONJF NEEDED - APPROXIMATE TIME WHEN WORK WILL BEGINS APPROXIMATE TIME OF COMPLETION V ' ESTIMATED CONSTRUCTION COST $11 (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 perons or property happening or occurring as a proximate result of any work undertaken under the permit ranted pursuant to this app ' ation. Notify the Administrative Authority at least twenty-four (24),hours in advance of a time when wor I be rted. Comply with all applicable City Ordinances, the terms and conditions of the rmit and all app ' a r e " n regulations of the City of La Quinta and to pay for any additional replacement necessary as the resul of �his wor . A Si ffaturj of p nt or A nt P-6 vaj / I�h� Name of Applicant (please print) Busi ess Address Telephone No. Name of Contractor and Job Foreman. Business Address Telephone No. 7e(653!� D3R5� Contractor's License, No. City Business License No. ��'�1' . S-4-e��•��l- Co . • • ��� O Zo2z 1P5 �38�� Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class lll. Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit _ Class IV: See attached schedule 0 Inspection Fee $ PERMIT VALIDATION Permit Fee PERMIT NO Penalty . Cash Deposit -Surety Bond - if required t TOTAL: $ Receipt No. Received by Date Recorded by DATE APPROVED EXPIRATION DATE DATE ISSUED By Administrative Authority �Q Tei� i�ne`(760)) 77M7�-7075t ak �- ­ j NOTE: / With proper validation 2: ` this form constitutes an encroachment permit CITY' OF . LA QUINTA . APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) OF9ti. . 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 Subdivisiorn Improvement Permit — Class III DATE: January 15. 2003 Minor'Improvement Permit Class IV X ' LOCATION OF CONSTRUCTION P10 44-090 Camino La Cresza •(Street addressor Description of Location) PURPOSE OF CONSTRUCTION 1i4;laCaW- termir�l Sketch (attach construction plans if appropriate). {., •� a' **See'; attached tapOeial c®nditionfa** DIMENSION OF INSTALLATION OR.REMOVAL Small sauce oft 4' st 41: SIZE -OF EXCAVATION', IF NEEDED 4' x 4! APPROXIMATE TIME WHEN WORK WILL BEGIN January 0..2003 APPROXIMATE TIME OF COMPLETION January 18, aoo3 BAN I ESTIMATED CONSTRUCTION COST $ 800.00 , b. 1001. t (Including removal of all obstruction, materials, and debris, backfilling, com' ' paction and placing permanent resurfacing and/or replacing improvements) yCITMOFQU p j.........: In consideration' of the granting of this permit, the applicant hereby agrees to: " Ihdemnify,.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 1241 hours 'in advanceof the time when work will be started. df 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;his�worrk. Signat re of Applicant or Agent y4rizon 295 North Sunxise W4Y, Palm Springs, CA (760) 778-1225 Name of Applicant (please print) Business • Address Telephone No. .. Arizona Pipeline Palm 5pr rests, CA Name of Contractor and Job Foreman Business Address Telephone No. to ,� �'' ' Contractor's License No. City B.usiness License No. 44 • 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 2440 Fee $ PERMIT VALIDATION Permit Fee 100.00 3822 z PERMIT NO. Penalty Cash Deposit -Surety Bond DATE APPROVED January 15, 2003 ` �•� if required EXPIRATION DATE January 31'. 2004- TOTA L: $ 124..100 ✓r��v' ,ery . DATE ISSUED ' _ Receipt No.By Received b• Date Administrative Authority y / Y < Victor k16nz, A8834tnt Engine ,fir I Recorded by Telephone: (760) 777-7075 " FrOM, (THU) 1. 9' fi3 14:G9/S�•.,14:J:/N0._41 ,' i00G'111`-F' 1 r Vr L-A LIU11111A •' A" LICAT ION FOii PERM r PUBLIC WORKS COMMUCTIMI ( 9 i Fcr. me construction of public or private euMs, dtivtways, prsvemants, tiooea ir-- pwvis p AMN. ssm r ♦r:d other like public .rooks imtprowtn-wnt-s in Connection with MINOR IMPROVM90WTS 40d y `y • SuhdiviCon f -C -Cann IU j .DATE: "Q"Q3 Minor unprufamau ParmikCklis IV. ---- D yy 0719 ZAO,60 LN CAL - � 'LOCATION OF CONSTRUCTION = - IStreet addreu or Description of Location) PURPOSE OF CONSTRUCTION 1_7K'0"C6 7`E-&#11AIIELL Pais d appropriate), i DESCRIPTION OF CONSTRUFT ON _ _ SS G_rcEEpLAL 6 r-7m/NI- . •. ' . ' >� SEA �g-rT�Gk-�� S'PC-'G/�L cd•v✓vrrfo+�,S � DIMENSION OF INSTALLATION OR REMOVAL t x44- ' A SIZE OF EXCAVATION, IF NEEDEO Y` APPROXIMATE TIME WHEN WORK WILL BEGIN %" J OE 3 EL.k le 7 ' ` . s APPROXIMATE TIME OF COMPLETION 1 _ �'Q 7 9` Z 57. (p `. ESTIMATED CONSTRUCTION COST S . (including removal of all obstruction, matarials, and debris, bscfcfillinp, corer paction and placing permanenvresurfaang andlor replacing improvements) • In consideration of the granting of this permit. the applicant hereby agrees to: , r ~ Indemnify, defend and save the City. he authorized ownts, officom nonssentativm and rnpawwm brenkm tna and aan:ast my and as penalties, liabilities or Ion resulting from claims or court action and af(ting out of any a boa of d tm ! or prtspsrty , happening or occurring as a proxlrnale result of any work undertaken under the potmit w zt+ to !:s eppSucia� Notify the Administrative Authority at least twenty-fouf (24) hours In adNanee of the ring aar>•e ete9c 07 ]ee sm r Comply with NI sW;c:sls4 City Ordinances. the terms and conditions of the permit and a® a xNEcoEa9 tease atil ampallackmas sf am Ciry or _i r Us Quince and to pay for any additional repleeernant necesnary as the rssuit of this i� r r , c Sigrsst of Applicar; s Ageri 7G0 1i-/,PC Name of Applicant (please print) Business Address I' Te;r o Ao. Name of Contractor and Job Foreman Business Address Telephone Jam^ , Contractor's License No. Cory Lkillisre Aa a ,- . Applicant's Insurance Company cat-cY hUT ° 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. Sao atuchod schedule ' ;• Inspection Fee S �`r PSRWT VA JI)ATICW 4 Permit Fee PERMIT NO. Penalty iiial)/C/ a Zia Casts Deposit•Surery Bond GATE AP?n: •� � if required EXPIRAT'.C%.J►TE tiT . � TOTAL: S 1 L4 DATE ISS�JE� • Rataipt No. By • �„�,�,.,z-,tie A..-tp•:/"r Received by Date ------------- 'Recorded by Tale^,rcre r r - s t• TAN-ti-E00? 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'\ u1 -•9 nn _ - m.A T9NNm�W_ ^I y sw r 4^fir m �. @N ORl.7,jm D O7 WW N Z (J • U,:_ L- .. �•• 'a iSaT I' mrJaN•-• N� N ,L m iP',�.1 I- ... ..' •� mm wN,lbjNVNNa V INm �� 4 �Q bwy 3fv I tDNG UNmW o�Ul Wd�V 9.�_ .D ^ Ca aMo, a t .,I 'O`�•.5,. ,O� y'fJ Nor. _ .b VN _ to .0Vm_ NX_w� • ') `•\ f �m 9NfD- V{Nj 1, V ^1: nm �': m�Q ` �S• ' 9 Tm /JI s.CN. @+`i NS✓Sf 'TNN6' .nCfD'1di0. • �•�{�\ �- -O..co N J.. U f N�P�� ceQ L I S• . L'N ytn sy _ {1-, vNi .Nv :t�K21,.�'•: �: _ • • t , C DlD m (•!- _ D N^•ON_@ -Di �• . •?� •• , \ _ v .a Q - b ,adµ oo, �.,� 7 4• -d- m -v b°,'v fl_t nm`c:a%X Tm •v ,r. I744 2423.!0 (861 _ N. . .?'Nai7j ^''�: M-527755 - I^ - .i I'� ,,`• •)a2142 2423.i0 (02) - oJ`a ,q �%`•' 4• • "� Nmv ms>'Nv :� •• 1 {C M•52? 88 ,,� - �✓' '(; +• w ^ ae "�v�_ i!T•13175 - 1 'rA3 t.4 25-SMT `.XY FRED F'AP?Nf F. fti _ J' 1 ' - •- ' it ` ' w. City of La Quinta " The following General and Special Provisions are attached, to and made apart of - E J , Permit Number The following shall always apply: • ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City ~of La Quinta's right of way,' • . ONLY. Whenever construction extends within privateproperty, p it is the responsibility of the permittee for his contractors to secure permission } from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved v '' 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,', i 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 (7) 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 necessarq'by'the City r Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the - ,. project.,The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete,' structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or , r. ;;,4 cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains-�"+.=','.` shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials' immediately after backfill and compaction. Existing gutter 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 lie used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of,'La Quinta roads,'it shall be'the`r`• 4•" ', 'responsibility of the permittee (contractor) to control this water and to provide off-street. barricades when necessary. ` CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for ' !' the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,' permittee shall contact this office to obtain the necessary permission. 1 ~ SPECIAL PROVISIONS .� •'' A ,,ice '_k # The followin�i shall apply when indicated: -, . '' _ - � • . ❑ 1111" ' ' NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting construction. f - ❑ ' R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized < by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures., Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the r `•` permittee. Ri'l UTILITY CLEARANCE (Surface Structures) No work shall be done' under, this permit until -all utilities are clear of;the ' 4� r ,proposed work site. The permittee shall notify all concerned utility companies of the proposed work. q' `' " ` •. ❑ R4" w ��- 'PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced' with (*' N/A'*) inches of.A.C. paving placed on ( ** N/A ") inches of ('* N/A **) aggregate sub -base course having an .;: "R" value of not less than ('* N/A *') and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ❑ ,R5. - -'. ,,.' PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be_graded to a slope of r i one-fourth inch ('/<") to one foot (1').v ❑'R6, GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by #' S 3'"•', a licensed engineer._t.0 } ❑ 117� - "•' CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (-**,N/A **) feet shall 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 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. r . ❑ R10,'," F, *' . ''r SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate,of application shall comply with manufacturer's specifications. City of La Quinta ❑ R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. - ❑ R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, • replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑'R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation' Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be ' used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the ^ . general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be,corrected: ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000',) of open,trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the, , protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or ' saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or " replaced by an approved sand or gravel. + t ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than ' three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any., ; case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.. " ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the. trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to ' retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water ' ,r s 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 i of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (7) of SC-800 shall be placed on a prepared sub -grade. The.SC-800 temporary paving shall be placed after a a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no ` case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of ` two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A **) inches of A.0 surfacing placed on ' a ( '* N/A ** ) inch (`* N/A ** ) aggregate base shall be placed no later than (** N/A **) days after completion of temporary road repair. ' ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over, all patch areas as determined by the City Engineer. ❑-R23,'" STREET RESTRIPING: Where street striping.is still visible on street to be excavated, such striping shall be replaced upon ` completion of permanent repairs. ❑ R24 ,, , a - TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished r by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It ' ` shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. .The,,-' entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The = ' stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or, " equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California; +- dated January 1973. �' i q•1. •` •,�` .. ri ` t. 4•R, •, -. i- a ,X ' tee• �w � '. •t. { � h r1• 4 i i\ • Tr PERMIT NO. 3821 f s Arizona PipelineNerizon K , ` = In addition to the standard permit conditions, the following shall apply:Ag y F' +� a1. ; Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § h(part) 1982), all •twork shall be performed in accordance with the latest edition of the Standard Specifications For.Public y .— Works Construction (SSPWC) and as directed by and'to the satisfaction of the City Engineer` 2: ; )'- Arizona PipelineNerizon, hereinafter referred to as "Permittee", shall -be responsible for providing " 'continuous dust and erosion controls 3.- Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4:, fPursuarit to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the,r" ' work'site, the Permittee shall comply with City regulated work hours. Operation and maintenance of i equipment within one-half mile of human occupancy shall be performed only during the following time- v Yam. periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.rri. '; ,, ] +', '� ` • } Saturday 8:00 a.m. to 5:00'p.m: 4 ,May lst to September 30: Monday -Friday 6:00 a.m to'7:00 p.m. _ Saturday 8:00 a.m. to 5:00 p.m. z Work shall be prohibited on legal holidays and Sundays. •-5. Work performed within 500 feet of a signalized intersection is 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 t 1` 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..,. PPursuant to Section 14.16.110 of 'the La Quinta Municipal Code (Ordinance' 10 § -1 ' It". Permittee shall assume responsibility for repair of any pavement damage to any public or private,street • > `' and for any damage to other City streets or facilities as a result of work performed under this permit '4 ;Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance,10 § 1 (part), 1982);, advance warning signs and traffic control shall be installed- and maintained in accordance kith,Cal, ^ . Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). -A traffic control -'plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's• F responsibility to appropriately detour and barricade all construction sites. Special Conditions -_ Permit No. 3821 �' , Page 1 of 5 ;. 41 PERMIT NO.3821 4. CVWD 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 ; maintained at all times. 8. Prior to excavating, if required, the Permittee.shall contact Underground Service Alert at 1-800422 4133. It'shall be the Permittee's responsibility to notify the Public Works Department' of anticipated � , excavation which impact City facilities, including but not limited to traffic'signal conduits arid -loops', irrigation lines electrical conduits and storm drain facilities., "''' ' �``=' ,.•'' g ,r 9... Should additional work, materials, or modifications of the work be required'in order to'meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work'sliall 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), `­,.. e ; . backfill compaction within street rights -of -way shall conform with Section 306 ,1.3 of the latest edition',- 'r '• ' { of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified' herein. • , �,:' 1Native material may be used as backfill material provided that minimum compaction, achieved in the �. manner prescribedherein, is achieved. Backfill shall be performed by mechanical means; no water---."",.. densified compaction via jetting or flooding'or other means shall be allowed.. It shall be the Permittee's responsibility to provide appropriate .geotechnical supervision,' testing;, dnd, inspection; onsitd -{ at all ` J j •_' times during backfill operations. - -{t.'.e _ .si 'may S. �. •' a fit• *tf 1�, �1••ki ,. �, 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', material shall be removed to the limits directed by, the Geotechnical Inspector_ and/or the -:City Inspector and the resulting excavation backfilled with pipe bedding material. Z • �: :� ` ,, ; t= B. •, Backfill materials shall be brought to or maintained at an appropriate moisture content for A, compaction. The appropriate moisture content range shall be established at the .onset of s . ' project and ensure_ d prior to use of the materials through progress testing'on the stockpiles. 'i ' t'<le, C.11 The firrst length- of trench backfilled shall.be backfilled in the resence of.the.City Ins ector. ` 'Compaction shall be tested at random depths at approximate three=foot vertical intervals` as :' ; ` ...backfill is laced to ensure the effectiveness of the com action methods and to establish the de th,".: l p p P of lift that can be compacted. - �? i 7 Y Special Conditions -Permit No. 3821 ' Page 2 of 5 , - _ .th L+r4. ti.•„Y . , ' ' .'.n Ji, y ). .l,� Ypt .i i �. � i - }:. PERMIT NO.3821 - r . � .. �_ • . Cma'sVWIl \ . • � s � t� � t.� ?; - 1 D. •If lifts greatei than one foot are attempted in this trial length of trench, coinpaction•tests Shall be taken within the lifts to ensure that the full depth of the lift is compacted.:" Upon* satisfactory.: completion of this portion of trench, the City Inspector'shall establish the maximum lift thickness n 1, to be compacted for the remainder of the project. E.. ;-In subsequent lengths of trench, the frequency of compaction tests shall equal one per each' lift of `f backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of tr6n ch :-*,F , The depth of the randomly selected compaction tests shall also be randomly selected except that " " �a ' J where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. *` If any compaction test .fails, previously placed backfill (in the same length of open trench 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 requiiements:y y t ' It 'All costs 'incurred due to the conditions above shall be borne by -the Pennittee. Copies of all test results shall be furnished to the City Inspector. , "1'1'. : All'excavations within City of La Quinta right-of-way shall be backfilled, and temporarily'pavedif �• •. .within the existing travel way; at the end of every workday as directed by and to the satisfaction of the 1 City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, .. '" ',,however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feeVin length,' open overnight at a point where construction'will begin the next day, provided that this'length of trench is completely covered by•stee'l plating. - 14 12� All landscaping, irrigation, decorative rock; decorative concrete, lighting, etc.,.shall be replaced to'itsr `,,,�, original condition. " 13 `Access -and' egress to all local properties shall be maintained at all times. - r k j. � _ �. s. �: .yr ,. _ ,i a i .. - �, ' ��n,4 t. ,i i \ •tea 14.'. ,Pursuant to Section 14.16.375. of the La Quinta Municipal Code (Ordinance 10 §` l (part), 1982),':,; Permanent pavement replacement shall be completed no later than seven (7) days after the completion' . . Y: v of the work. ' Permanent pavement replacement shall conform to the following conditions: _ " n A.' -Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall; ' be.straight and clean. ` Special Conditions '- Permit No. 3821 L Y Page 3 of 5 Ilz. �' � .. - , _ •. .. '- ',' .W emu. r'� • [' .. ♦� •_- r, a� _ _p'}• 'ate 1 .ij -' r'F, !.�i r'� ' rr y j . ! ♦ r � ♦' .�- .` � . '• � May~ � J '' w•, ``' ' _ PERMIT N0.3821 . CVWD 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,,, a Specifications for Public Works Construction. 'The replaced pavement and base material shall be `' compacted to 9 5 % relative compaction'and respectively tested, for each 300 linear feet of trench'. - iVerify exact structural replacement section thicknesses with the City prior-to.installation .`v »}� ` s C..1.' •Permanent .pavement' replacement shall be installed using a City approved 3/4" mak mediums . ` s asphalt concrete as the base course lift and a City approved %2" max -medium finish course lift •�` 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 protectedin place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a -depth of 0.10.. `F feet with butt joint created next to the existing unmilled pavement surface. The cold=milled area -; ,. • ` ' °and base asphalt concrete in the trench area shall be overlaid with'a Cityapproved C2-Ak-4000 asphalt concrete mix. The width of the cold milling area shall be as -follows: . f x •, For longitudinal trenches located in a parking lane: two (3) feet outside the sawcut removal t lines. • For longitudinal trenches located in a traffic lane: two (3) feet outside the sawcut removal y lines, or to the lane line striping, whichever is greater. • '. For transverse trenches across existing street: two (2) feet outside -the sawcut removal lines .*` E:.,, -If grinding and capping operations are not performed in the same -day as base paving operations; the base course lift of 3/4" 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, a . } 0.10 low inantici ation of m iappn g ndiand' c ,u} F, V'. i �Ariy existing lane striping or any existing detour lane striping affected by this resurfacing shall be 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. a surface shall be smooth consistent and shall conform to the surroundinggrades;, '� _-' 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=i•''� r after completing the operation. ,'� •` ` Special Condltioni' Permit No. 3821 t i ,' Page 4 o5 fyyy�. 'r �I � : ,. - .. • •: * •��' a '+ 1 ,y ' y-• ��...Y ,. PERMIT NO.3821. r ' t •{ _ . Arizona Pipeline/Verizon • , '-N � ;. �• � ri .. t � ! tr � . �'w.r a 7 � ,ti�i ,. 7,`.�� S A•� .i..� =1`6. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1(part) 1982) the City has: - designated certain city streets as Truck Routes. The weight limit for restricted streets (i:e.;.stree ts not a. part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted, ` . ,. street if making a delivery or pickup on the subject street, or if this permit specifically grants permission' } to use the street to deliver street construction materials and/or equipment 17: ,The City of La Quinta reserves the right to revoke, suspend or.void this permit at any, 18. The.permittee shall indemnify; hold harmless and assume the defense of the City from all damages, } delay costs, costs or expenses in-law or equity that may arise out of work under this "permit; .x LI • _ � ,' is wY +, - ; �. ' } i.,. • ; S ' . • " - . / (.. ; . ;-;> 1. Y •t �, ```Fi � �fi. � .. � �` .j , to r.� r ,!� * n y`�4 �`r •�,�. E • �i �a, ,�` ,. rtf1+ .•F� .t�\- tom.: t(F�• +`` '4 Xt r �:+ „� a