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3914NOTE-' �Witproper .yakida°tion t "'this form constitutes an'': ;� f CITY .OF 'LA QUINTA encroachment `permit '' � . �.; .'APPLICATION FOR PERMIT K PUBLIC WORKS. CONSTRUCTION '(ENCROACHMENT) • 0F��'S fir,. .: , . .. • , . r ( For the construction of public or .private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains,.. ,.,arid other like publicrworks improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS' Subdivision Improvement Permit — Class I I I DATE: -May:. 14, 2003 : . Minor Improvement Permit Class'IV LOCATION OF CONSTRUCTION 51740, Avenida ObreRon on the .corner of • Sinalpa (Street address or Description: of Location) 'PURPOSE OF CONSTRUCTION ` Repair `sewer lateral Sketch' (attach 'co truction plans if apRrLo>priate) DESCRIPTION OF CONSTRUCTION Trench. repair lateral.. baa�Cf S ll . repair road Q " _�'" ' �• DIMEN$IONIOF�INSTALLATION OR REMOVAL 61 x 8" x 6t SIZE O,F EXCAVATION, I F NEEDED b. a> 8 - 6 APPROXIMATE TIME WHEN 1NORK WILL BEGIN May 2.003 �` V� APPROXIMATE TIME OF COMPLETION May 16.0 2003 \ _.ESTIMATED CONSTRUCTION CONSTRUCTI N C T '1.500� 0. OS . $ (Including removal of.all. obstruction, materials, and debris,, backfill ing, com , paction and placing permanent resurfacing and/or replacing improvements).1. �In corisideration of ,the 'granting of,this permit, the applicant hereby agrees to tV \ ; Indemnify,.defend• and save the Crty,,its authorized agents officers, representatives and\employees^harmIess 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 y 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 adva`e of the time when work will be 'started. Comply with -all applicable City Ordinances, tWterms and conditions of•the plermit 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. i. Signaturg of Applicant or Agent RM �Dexiois,,' General: Cont actor P.0 8syx 26 Palm Springs, CA (760) 250-2.784 Name of'Applicant (please print) • Business Address Telephone No: . RM Dennis, General Contractor Same s above Name of Contractor: and Job Foreman Business Address Telephone No. '705443 s Contractor's, License 'No. City Business License No. Environmental'Casualty 1187EGO04732 ,s Applicant's Insurance Company Policy Number' FEES: Subdivision.;lmprovement Permit _ Class Ill r ` Public improvement§ 3% of estimated construction costs i , Private improvements: 3% of estimated 'construction costs • , 5I p t` i Minor. Improvement Permit Class IV: See attached schedule x ., .3914 I. Inspection Fee $ 45.00` - PERMIT VALIDATION Permit Fee' 100,.00. r. .' PERMIT NO.. 3414 Penalty I DATE APPROVED Mav 14; 2003 Cash Deposit ;Surety Bond if required EXPIRATION DATE ' 1Mav -31. 2004 TOTAL:- $ 145.00 DATE ISSUED Receipt. No. By: Received by = Date Administrative Authority Raoul Martinez, Assistant Engiueer II C Recorded by Telephone: (760) 777-7075 NOTE: , 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 III ti DATE: May 14, 2003 Minor Improvement Permit Class IV X LOCATION OF CONSTRUCTION 51740 Avenida Obregon on the corner of Sinaloa (Street address of Description of Location) PURPOSE OF CONSTRUCTION Repair sewer lateral Sketch (attach construction plans if a 'r,opriate) DESCRIPTION OF CONSTRUCTION Trench, repair lateral, backfill, repair road DIMENSION OF INSTALLATION OR REMOVAL. 6' x 8x 6' SIZE OF EXCAVATION, IF NEEDED `6' x 8' 6' APPROXIMATE TIME WHEN WORK WILL BEGIN Mayes, 2003 \ . APPROXIMATE TIME OF COMPLETION Mav 16 2003 ESTIMATED CONSTRUCTION COST $ 1 0 (Including removal 'of all obstruction, materials, d debris, backfillin , com paction and placing permanent resurfacing and/ r replacing improve ents) In consideration of the granting of this permit, a applicant hereby gree to: \ - Indemnify,. defend. and save the City, its authoriz agents, officers, repres ntatives an armless from and against any and all penalties, liabilities or loss resulting from claims o court action and acisin out of any ccident, to or damage to persons or property happening or occurring as a proximate re ult of any work undertaken under the permit gr nted pursuant to this application. Notify the Administrative Authority at leas twenty-f r (24) hours in advan a of the time when work will be started. Comply with all applicable City Ordinances, t e terms d conditions of the ermit and all applicable rules and regulations of the City of La Quinta arid_to pay for any additional replac ant ne ssary as the result this work. Signatur of Applicant or Agent RM Dennis, General Cont ctor P,0 Box.26 Palm Springs- CA (760) 250-2784 Name of Applicant (please print) Business Address Telephone No. RM Dennis, General Contractor Same s above Name of Contractor and Job Foreman \ Business Address .. Telephone No. 705443 - �J Contractor's License No.. City Business License No. Environmental Casualty 1187EGO04732 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs 0 ' Minor. Improvement Permit — Class IV: See attached schedule N g 3 914 Inspection Fee $ 45.00 PERMIT VALIDATION ' Permit Fee 100.00 r Penalty Cash Deposit -Surety Bond if required TOTAL: $ 145..00 Receipt No. Received by Date Recorded by PERMIT NO. 3914 DATE APPROVED May 14, 2003 EXPIRATION DATE May 31, 2004 DATE ISSUED By Administrative Authority Raoul Martinez, Assistant Engineer II Telephone: (760) 777-7075 NOTE: , •��,..�• �•' � / With4proper validation this form constitutes an 4T: CITY OF LA QUINTA encroachment permit APPLICATION .FOR PERMIT, ' � s PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) OF T>�9ws 'For the construction of public or. private ,curbs, driveways, pavements, sidewalks; parking lots, sewers, water, mains ` N and other. like 'public works improvements in connection with'MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS . Subdivision Improvement Permit — Class III DATE-: 'Nab 14'. '2003 iti. Minor Improvement Permit Class IV X -LOCATION OF CONSTRUCTION 51740 Avenida Obreizon on the corner of -.Sinaloa (Street address oe Description of Location) 'PURPOSE OF.CONSTRUCTION Repair sewer lateral Sketch (attach. construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Trench, repair lateral:., bacleitll. reoair read . , \x >' DIMENSIONr`OF INSTALLATION OR REMOVAL t x 611{' V. 6! .$ 81 6!� SIZE -,OF EXCAVATION, IF NEEDED '`�i�>•. t APPROXIMATE TIM&WHEN WORK WILL BEGIN May .16! 2003 '2.003,� .� �� �}✓ %; _ '.APPROXIMATE TIME.OF COMPLETION' may 16;, � •.• , , � '' 4� � �; ESTIMATED CONSTRUCTION COST $' 1 * ti . �• (Including removal'of all 'obstruction; materials, and debris, backfilling,"com paciion and . lacin ' p g permanent resurfacing and/or replacing improyements►• s In consideration.of the -granting of this permit, the applicant hereby agrees to: : r Indemnify, defend• and save the City, its authorized agents; of 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'Vhe permit granted pursuant to this application.' I fp Notify'the Administrative Authority at -least twenty -,four (24 ,hours. in advance of the time when work will be started. a•; 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. j RX Dennis, 0sxe�a i con 4-,,,�ignawre of, rMppncani or Hgenz Box. 261'9 Springs, CA 250, :.' A�tpr�.O3 alm (760) 2784 x '. Name of Applicant'(please:print) _Business Address Telephone No. RAC b6nnis" Clemirrsl C"tractor \ Saat®. Above Name of Contractor and Job Foreman Business Address Telephone No. 705443. Contractor's License No. City Business License No. Rnv ' . �:�'ot�mex�x�il Casualty. 1187ECO0473.2 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit _ Class I II } ` ' Public improvements: 3% of estimated construction costs ' ���%;, •;' l Private improvements: 3% of estimated construction costs j Minor, Improvement Permit — Class IV: See attached schedule 3SU Inspection Fee' $ 4S.00 PERMIT VALIDATION;. Permit Fee' ' .100:.OQ PERMIT NO. 39k4 Penalty Cash Deposit -Surety Bond �. DATE APPROVED 14M 2003 I, if required T EXPIRATION DATE '`May 31, 2004 I TOTAL: $ 145.00 DATE ISSUED 1' Receipt No, 5, BY Received byDate ' Administrative Authority f1 Raoul N 3Ttinez, A+s sistant Engineer 11 ;• Recorded by `�" "'°k �` r Telephone: (760) 777-7075 t I NOTE:" 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: May 14. 2003 Minor Improvement Permit Class IV R LOCATION OF CONSTRUCTION 51740 Avenida. 6bragon on, the carnet of Sigal,oa (Street address or Description of Location). PURPOSE OF CONSTRUCTION Repair noway lateral DESCRIPTION OF CONSTRUCTION Trnnah, repair lat*ral, buckfil.l. repair road DIMENSION -OF INSTALLATION OR REMOVAL 6' X 8' x 6' er SIZE OF EXCAVATION, IF NEEDED 6� X 8� 6' ._ r. APPROXIMATE TIME: -WHEN WORK WILL BEGIN Kay IN 2003 Sketch (attach construction plans if appropriate) v A 1 `' APPROXIMATE TIME OF COMPLETION May 16, Z003 ESTIMATED CONSTRUCTION COST $ 1,500 (Including removal of all obstruction, materials, and debris, backfilling, corn- j 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 employ ees,-h"armless from and against any and all penalties, liabilities or loss resulting from claims or court actionand 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 RM Dainnia, Central Coutrattor PA, BOX 2618 Pairs sponge, CA (760) 250-2784 Name of Applicant (please print) Business Address Telephone No. RM Dorn te, G041ilr4l G0t1t7aCt*T Sasso yea above Name of Contractor and Job Foreman Business Address Telephone No. 705443 Contractor's License No. City Business License No. Enrviro=avital Casualty 11878004732 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit = Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor, Improvement Permit — Class IV: See attached schedule Inspection Fee $ 45.00 Permit Fee`00'OQ Penalty Cash Deposit -Surety Bond if required TOTAL: $ 145.00" Receipt No. Received by -Date Recorded by PERMIT NO N(0� 3014 PERMIT VALIDATION 3914 DATE APPROVED May 14, 2003 r x EXPIRATION DATE "Xay 31, 2004 DATE ISSUED By Administrative Authority Raoul, Martinez. Aosiatent Rglraaar n Telephone: (760) 777-7075 NOTE: 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 III DATE:�� 2� Minor Improvement Permit Class IV` LOCATION OF CONSTRUCTION $1740 &VO-aida ObxeRort O:ft tho comer of 91nal.00 (Street address or Description of Location) PURPOSE OF CONSTRUCTION�Sketch (attach construction plans if appropriate) DESCRIPTION OF•CONSTRUCTION "ik'fincho rsspair lateral. t backfillo repair C064 DIMENSION�OF INSTALLATION OR REMOVAL Z �r 6r t SIZE OF EXCAVATION, IF NEEDED 6' X 8y 6` ti APPROXIMATE TIM&WHEN WORK WILL BEGIN May 1## XV03 APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: 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 RX D+r ants. 46 horAO CoAtrortor P.O. Box 2618 Palo SpriuS 1. CA (760) 230-2784 Name of Applicant (please print) Business Address Telephone No. RN Uanalai, G noiral ContrAct r S M* above Name of Contractor and Job Foreman Business Address Telephone No. 705443 Contractor's License No. swirouftwax Cssuslt.y City Business License No. 1187ECO04732 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit— Class III Pubj4ic improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 45'00 Permit Fee 00.00 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 10 .00 ' Receipt No. ' Received by Date 1<7 Recorded by r k 914 PERMIT VALIDATION PERMIT NO.� DATE APPROVED May 14* 200: EXPIRATION DATE Hoy 31. 2004 DATE ISSUED By Administrative uthority R'iM4 Martiriow, s tlis> art ;x ism Telephone: (760) 777-7075 I NOTE: With proper- vaIidation c this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) OF Tf169� ,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: / '/ Minor Improvement, Permit Class IV LOCATION OF CONSTRUCTION �/ �% 4e. Dbr e evi ,' ¢� S rn G rloq (Street address or Description of Location) PURPOSE OF CONSTRUCTION �v�P'Wer' la r ru� Sketch (attach constructio tans i appr r ate DESCRIFT10 O CONSTRUCTION ir roe, DIMENSION OF INSTALI-ATIQ N OR REMOVAL C7 lU `t. C SIZE OF EX VATION, . EE DlED Ck Ag2u e APPRO IM TE TIME E W L APPR XI ATE TIME O ETI ESTIMATED CONSTRU O (Including .removal of all r o , ma r Is, a d deb igimprov.g=ts; paction and plac ing per anent r s rfaci nd/o re In consideration of the r n f this mit, the applicant hereby agrees to: Indemnify, defend Sal v a City, its authorized agents, officers, representatives and employees, harmless from and against any and all ,penalties, liabilities r 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 condition4resultof of,thed al p licable rules and regulations of the City of La Quinta and to pay. for any additional replacement necessary as tr ,. .. icant or Agent �<M Oee7ri�f�G�nQ��tn,�rti��r. Ao l3 'Z6�� PS �A�r�z63 �7�o)Zs�z7�U ( Name of Applicant_(please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. yl-l3 Contractor's License No. City Business License No. L Hill/Gnrkpnl �i�Q: . 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 $ 4 PERMIT VALIDATION Permit Fee 00, LIF_ PERMIT NO. ,� A Penalty IVIQu..' Cash Deposit -Surety bond DATE APPROVED ' is �-z, if required I�h� i EXPIRATION DATE jL� �o f 24. . TOTAL: i 00 DATE ISSUED Receipt No. By Received by- Date j Administrative Authority Recorded by i Telephone: (760) 777-7075 . ` MAY.14.2003 :9:22PM' RM DENNIS,'GC N0.479 P.2/2 PQI!cy Number 1287EGO04732 r a r . 1 rt � � 4.� k .. .A.+. � � 2� i' � '� 1 " a ;�� l t t�'c�E2WKa � , ' �q� �+ t a s . 4 7 / 11 /02 PRODUCER ORR & ASSOCIATES -,INSURANCE SERVICES : THIS CERTIFICATE IS ISSUED AS A MATTER OF -INFORMATION 27403 Yn®a Rd. ate. 210 - . ONLY AND CONFERS NO RIGHTS UPON. THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR T=Gqula, CA 92591 ALTER THE COVERAGE AFFORDED BY THE -POLICIES BELOW.' • COMPANIES AFFORDING COVERAGE ' COMPANY — (800)561-2747 ' - A. ENVIRONMENTAL & CASUALTY. INS. CO. INSURED R.M. DENNIS-GENERAL CONTRACTOR ^' COMPANY Y RALPH DENNIS.. e P.O. BOX 2618 COMPANY. C PALM SPRINGS, CA 92263 - —, COMPANY -D ?�r 1 in �'ii I j d. Lr d' � q 1 r' ' - 1'afi , •tli1. r ... 4� r a.,3�• �Gt` �: i• B � „' ^+�:a?;.. }.k;� '•. '.�i�I,�•.��;,��'.�w'�;���"�arj"�.���"��,�1Yu�:s��?•�+.t•';���t:.�••$�'�ra' . � ,.�'�SrE'S!a':��: I,d:� .;LAP'• _.4���,.:�, +s�.��.,,. _ .: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD, - -•INDICATED,-N07VNT•HSTANDING-ANY REQUIREMENT; TERM•OR• CONDITIPN.OF ANY CONTRAGT OR-OT41ER-DOCUMENT WTH-RESPECT—TO WHICH --THIS CERTIFICATE MAY BE ISSUED OR. MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE .TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LR TYPE OF INSURANCE POLICYNWIBER DATEPWOWM - DATEOLICY MDOA`) LIMITS - GENERALLMABLLITY �' GENERAL AGGREGATE s2,000,000 A COMMERCIAL GENERAL LIABILITY 1197EGOO4732 - 7/3/02 7/3/03 PRODUCTS-COMPIOPAGG $1,000F000 CLAIMS MADE x OCCUR - PERSONAL 6ADV INJURY $ 1 OOO O0O OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE $ 1 , OO 0 , 000 FIRE DAMAGE (Any onefire) $50,000- MED EXP (Any one person) $1 000 lUITWADOILE LIABILITY r COMBINED SINGLE LIMIT $ ' ANY AUTO - • - � ' — BODILY INJURY � ` $ ALL 01ATlED AUTOS - 4 4 SCHEDULED AUT0.4 �• (Per person) , BODILY INJURY- . $ HIREDAUTOS „ NON -OWNED AUTOS - (Pereoc.Wont) PROPERTY DAMAGE - $ GARAOELIABLLRY AUTO ONLY -EA ACCIDENT $ ANYALJTO _ 4. OTHER THAN AUTO ONLY + EACHACCIDENT $ _ AGGREGATE $ PXCESSLIABILRY '' EACHOCCURRENCE $ AGGREGATE $ UMBRELLA FORM $ OTHER THAN UMBRELLA FORM t • WIDRKERB COMPENSATION AND WC STATU- n .:v ✓� `z `d.� f4 ro� EMPLOYERS' LJABLLm' $ EL EACH ACCIDENT _ THE'PROPRIETOR! INCL ' — EL DISEASE IT - $ PARTNERS/EXECUTIVE EL DISEASE • EA EMPLOYEE _- $ OFFICERS ARE: EXCL OTHER DESCRP110NOP OPERATIONSILOCATIONSNEHICLEWSPECIAL ITEMS EVIDENCE OM?' COVERAGE •• {��{ 'ty�y? �,' .,fit p' Sj��'(}q �. k.,� n•-�'slt �'i bo :i rryyyyV4.wy�, �'y� t. Y 1 r� 1;�.a. ��y �,.�t�+�: �:..,n - X° •,�. B:n its ':Br ,. , • xMjrt °,�q�n• 1.• h' ar- p{ �t +.�1.�.. �T'���i;�� � ii�4'�`�� ' . 9I�I b �C�:�Il . l �.. - .+, ii + rt•�(1.��''' +. tu1���.y�.•'-. q' , f��'6'�reZ}3� �ti' � _��., ! "'�duFY �4� '1 .. 1 -1'•�r� R A 1... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE _ EXPIRATION DATE THEREOF, THE ISSUING COI PAW VNLL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE cierm KAYE HOLDER mmeo TO THB LEFT, ' .BUT FAILURE TO MAIL SUCH NOTICE SHALL !IMPOSE NO OBLIGATION OR LIABILITY + OF ANY KIND UPON THE ODWANY ITS AGENTS OR REPRESENTATIVES. AU f�D�Aj�BD REPRESE • c ^s h IJ N. �(,.^� `b"reti raa' .:R P MAY-14-2003 WED 21:14 TEL: NAME: ^ P. 2 3. 4. 5. 6. 7. PERMIT NO.39.14 RM Dennis; General Contractor In addition to the standard permit conditions, the following shall apply: Pursuant. to. Section 14.16.320 of the La Quinta Municipal Code.(Ordinance 10 § 1� (part), 1982),`all 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 City Engineer- RM Dennis, General Con tractor,'hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall. be kept clean.. They shall be completely cleaned at the end of each. working day and more, frequently if required. Pursuant to Section 6.08.050 of the La•Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout 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 periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:3,0. p.m. Saturday. 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to.700 p,m. Saturday: 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays.`and Sundays. Work performed within 50.0.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 s' hall contact the Ri erside. Country. Traffic Signal Maintenance Department at. (909) 275-6894. if tigiial. operation at.the intersection is to be altered in any way. Pursuant to Section 14.16..110 of the La Quinta Municipal Code' �Ordiriance 10 § 1 (part), 1'9$2), 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 . is'permit. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance W `§ 1 (part),.,.1982), advance warning signs and traffic control. -shall be installed and maintained in accordance.with�:�al Trans Standards or. the Work Area Traffic'-. Co'ntro'l 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 responsibility to appropriately detour and barricade all -construction•sites. "Special Conditions Page .l of 4 PERMIT NO.3914 RM Dennis,.. General Contractor Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), .1.982), 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 skull contact Underground 'Service Alert,at 1-800=422- 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 and loops,. irrigation lines, *electrical conduits, and storm drain facilities. 9. Should additional work, materials, or modifications of the work be required in order to tweet City'_' standards, safety requirements, signage requirements, or to -fit actual feld`conditions, the work shall'be . performed by the: Permittee as directed by and to the satisfaction of the;City Engineer at,w.,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); 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 specited herein. 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. 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, onsite, %at .all times during backfill operations. Backfill compaction shall be achieved.by the following conditions: A. When a f rm 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'backf lled 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 project and ensured prior to use of the materials through progress testing on the -stockpiles: ` C. The first -length of trench backfilled shall bebackfilled 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 theAepth of lift that.can be compacted.. D. If lifts greater than one foot are attempted in this trial length of.trench, compactionaests°shallbe. taken within the .lifts to ensure that the full depth of the lift-is'compacted. Upon `satrsfa:it completion -of this portion of trench, the'City,Inspector skiall establish "the,maximum'lifft thii6 ess to be compacted for the remainder of the project. 'Special Conditions Page 2 of 4 . 11. PERMITNO.3914 RM Dennis,. General Contractor E. In subsequent lengths of trench, the frequency of -compaction tests•shall equal one,pe'r each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench: F., The depth of the randomly selected compaction tests shall also be randomly. selected except -that .where multiple tests are required in a.given.length of trench, the tests -shall be no closer than three feet (vertically) from each other. G. 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 Tailing test:'(as determined by the City Inspector), shall be tested for compliancewith compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all -test results shall be furnished to the City. Inspector. All excavations within City of La Quinta right-of-way shall .be backftlled,- and temporarily paved if within the existing travel way, at the end of every workday as directed by: and to the satisfaction of the . 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, Pennittee may leave a length of excavated trench, not to exceed twenty (20) fe-et.in length; open overnight at a point where construction will begin the next day; provided that this length of trench is completely covered by steel plating. All landscaping, irrigation, decorative rock, decorative concrete, lighting,,etc., shall be replaced to 'its. original condition. Access and egress to all local properties shall be maintained at all times. Pursuant to Section 14:16.375 of the La Quinta Municipal Code (Ordinance 10 § 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: A. Existing asphalt concrete pavement shaii'be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent -pavement replacement structural.section, within all trenches; shall'be 1" thicker. than 3 existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200=12 -and 200-2.4 of the Standard 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. Permanentpavement replacement shall'be installed using .a City approved 3/4" 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 grior to its placement. Special Conditions Page 3 of 4 PERMIT N0. 3914 RM Dennis, -General Contractor. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the: 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-,milledarea and base asphalt concrete in the trench area shall be overlaid with, a City approved C2-AR-4000 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 o_ utside the sawcut removal lines. • 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. P 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 :.' 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existingdetour.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 surface shall be.smooth, consistent, and shall.conform to the surrounding grades. 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. ., 16. 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. .,-streets*: - . not part of the Truck,Route network) is three'(3) tons; trucks exceedingA e weight limit may use a restricted street if making a delivery or pickup, on thesubject street, or if this permit specif cally 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 time. 18. The permittee shall indemnify, hold harmless and assume the defense •of the City from 'all damages, delay costs, costs or expenses in law orequity that may arise -out of. work under this permit. PERMIT N0.3914 RM Dennis, General. Contractor In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16:320 of the La Quinta Municipal Code .(Ordinance 10 § 1 (part), 1982), ally 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. City Engineer. 2. RM Dennis,. General Contractor, hereinafter referred to as "Re rmittee', shall be responsible for providing continuous dust and erosion control. 1 Streets shall be kept clean. They shall.be completely cleaned at the end ofeach:working day and more frequently if required. c 4. - . Pursuant to Section.6.08.050 of the La Quinta Municipal Code (Ordinance 18 §;1, 1982), throughout 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 periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m `. Saturday. 8:00 a.m. to 5:00 p:m. May 1 st to September 30: Monday=Friday. ' 6:00 a.m. to 7:00 p.m.. . Saturday 8:00 a.m. to 5:00 `p m. Work shall be prohibited on legal holidays 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 purl. 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 and for any damage to other City streets or facilities as a result ,of work performed `under this permit. T Pursuant to`Section.14.16.250 of the La Quinta:Municipal Code (Ordinance l0'§ 1 '(part), 1982), advance warning signs and traffic control shall be.installed and maintained in. -accordance with Cal.' Trans Standards or the, Work Area Traffic Control. Handbook (WATCH Manual). 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 staiting any construction. ;It'.shall be the'Permittee's responsibility: to appropriately detour and barricade all.•construction sites. Special Conditions Pagel of4 a PERMIT N0.3914 RM Dennis, General Contractor 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 sha11 contact Underground Service,Alert at 1-800-422 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 and loops, irrigation lines, electrical conduits, .and storm drain facilities. -9. Should additional work,'materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or. to fit actual field conditions, the work shall be performed by the Permitted as directed by and to the s' atisfaction 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 -1-0 § 1 (part), 1982), 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. 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 . 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, onsite, at all times during backfill operations. 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. 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 project and ensured prior to use of the materials through progress testing on the stockpiles.. C. The first length of trench backfilled shall be backf lled 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 canbe compacted. D. 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 satisfactory .. completion of this portion of trench, the City. Inspector shall establish the maximum lift thickness to be compacted for the remainder of the proj ect. Special Conditions Page 2 of 4 PERMIT NO.3914 RM Dennis, General.Contractor E.. In subsequent lengths of trench, the frequency of compaction tests shall.equal one per each lift of backfill, per 300 linear feet of open trench,, at randomly selected locations within the open-. length of trench. F: The depth of the randomly selected compaction tests shall also be randomly selected except that. where multiple tests are required in agiven length of trench,. the tests shall be no closer than three feet (vertically) from each*other. G. 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 requirements: H. All costs incurred due to the conditions above shall be borne by the Permittee.. Copies of all test results shall be furnished to the City Inspector. 11. All excavations within City of La Quinta right-of-way shall be backf lied, and temporarily paved if. within the existing travel way, at the endof every workday as directed by and to: the satisfaction of the . 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) feet in length, open overnight at a. point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 12. ' All landscaping, irrigation; decorative rock, decorative concrete, lighting, etc., -,shall be replaced to its original condition. .13. Access and egress to all local properties shall be -maintained at all times. 14.. Pursuant to Section.14.16.375 of the La Quinta.Municipal Code (Ordinance 10 § 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: A: Existing asphalt concrete pavement shall be'sawcut one (1) foot beyond trench edges. Edges shall. be straight and clean. 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 20072.4 of the`Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 956/o 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 %r capping. Asphalt concrete mix design shall be approved by the City prior to its placement. . 'Special Conditions Page 3 of 4 ri 15 1 PERMIT N0.:3914 RM Dennis, General Contractor D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the 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 col&milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 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. • 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. E. If grinding and•capping operations are not performed in the same day as ,base paving operations, the base course lift of maxmediumasphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paying shall not be left 0.10' low in anticipation of grinding and capping... F. Any 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 surface shall be smooth, consistent, and shall conform to the surrounding .grades. 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. Pursuant to Chapter 12.56 of the La Quinta Municipal Code. (Ordinance 1.0 § 1 (part), 1982) the 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 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. 6: 17. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 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. Special Conditions Page 4 of 4 k PERMIT NO.3914 RM Dennis, General Contractor In addition to the standard permit conditions, the following shall apply: l . Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all 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 City Engineer. 2. RM Dennis, General Contractor, hereinafter referred to as "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. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout 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 periods: October 1st to April 30: May 1st to September 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays 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 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 and for any damage to other .City streets or facilities as a result of work performed under this permit. 7. 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 with 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 responsibility to appropriately detour and barricade allconstruction sites. Special Conditions Page 1 of 4 r '1 I PERMIT NO.3914 RM Dennis, General Contractor 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.1-800-422- 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 and loops, irrigation lines, electrical conduits, and storm drain facilities. 9. Should additional work, materials, or modifications' of the.work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. r 10. Pursuant to Section 14.16,.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), 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. 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 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, onsite, at all. times during backfill operations. 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. 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 project and ensured prior to use of the materials through progress testing on the stockpiles. 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 can be compacted. D. 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 satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions Page 2 of 4 PERMIT NO.3914 RM Dennis, General Contractor E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 .linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in.a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. 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 requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 11. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the 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) feet in length, open -overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 12. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 13. Access and egress to all local properties shall be maintained at all times. . 14. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 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: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. 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 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 %" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions Page 3 of 4 PERMIT NO.3914 RM Dennis, General Contractor D. Cold -Mill and Overlay - The existing,pavement which was properly protected in place during the 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 and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 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. • 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.. 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 0.10' low in anticipation of grinding and capping. F. Any 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 surface shall be smooth, consistent, and shall conform to the surrounding grades. 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. 16. 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., streets not 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 anytime. 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. Special Conditions Page 4 of 4 City of La Quinta : The*following General and Special Provisions are attached to and made a part of Permit Number.3914 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 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. 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. 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. 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. 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... • r . 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. 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 construction. ® 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 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 (. " NIA ") 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 one-fourth inch ('/4") to one foot (1').. ® 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. .❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( " N/A " ) feet shall 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 '/2") 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. R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the 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 circumstancesshall 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. ® 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 maybe 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 (6) 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 (7) 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 15) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill andcompaction 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 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 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 backfilledand 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. City of La Quinta The following General and Special Provisions are.attached to and made a part of ,rI Permit Number.3914 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 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. 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. 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. 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. 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 of 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. 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 construction. ® 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 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. I ❑ 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: Area between the property line and top of the proposed concrete.•curb shall -be graded to a slope of one-fourth inch ('/") to one foot (1'). ® 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. ❑• R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the. existing concrete curb and/or curb and gutter (" N/A") feet. shall 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. ® R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall -comply with the manufacturer's specifications. Citv of La Quinta 0 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 includedshall 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. ® 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 ( " 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 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 be the responsibility of the permitte to maintain the tree in a vigorous growing condition atits 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 490%) 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 6.101 -of the Standard Specifications, Division -of Highways, State of California, dated January 1973. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 3914 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 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. 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. 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. 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. 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 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. 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 construction. ® 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 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: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/") to one foot (1'). ® 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. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A `*) feet shall 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 '/i") 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. ® R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the 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. ® R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on. lifts not greater than three feet (X) 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 ( ** 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 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 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.