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2759
i NOTE:; With proper validation` this form constitutes an• encroachment permit . CITY OF, .LA QUINTA . : ,APPLICATION FOR PERMIT r PUBLIC WORKS .CONSTRUCTION. (ENCROACHMENT) Fo'r the constructions of public or private curbs, driveways, pavements, sidewalks, -parking lots; sewers, water mains Wand other like public works. improvements in connection with'MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class II DATE:_ .Tune ,.16, -.1.998.- Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Tract 2$4574 Phase 4, Bella Vista, ' Fred Warink Dr. east of Washington. St. (Street address or'Description of Location) PURPOSE OF CONSTRUCTION Site :constructiol2 Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Grading. +streets, sewers water & concrete SEE ATTACHED CONDITIONS > Y v DIMENSION OF INSTALLATION OR REMOVAL 9.2' sere© SIZE OF.EXCAVATION, IF NEEDED ; .APPROXIMATE TIME WHEN WORK WILL BEGIN 6/16M. APPROXIMATE TIME OF COMPLETI.ON 9/16/98 ESTIMATED CONSTRUCTION COST $ 283.245.00 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and.placing permanent resurfacing and/or replacing improvements). ` -,I•n 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 applications i 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.. t Signature of Applicant or Agent Tile Exchange Grout), Inc. Name of Applicant (please printf Business Address Telephone No. R. Snellenbertaer & ASSOC., 78-615 Naples Dr. La'Quinte, CA (760).772-0222 Name of Contractor and Job Foreman Business Address Telephone No.. 488234 1358 Contractor's License No. City Business License No. United Cauitol Ins. GI.A1252106 Applicant's. Insurance Company Policy Number 0 FEES: Subdivision Improvement Permit= Class II I l Public improvements. 3% of estimated construction_ costs; Private improvements: 3% of estimated constructioh;costs JUN 17 1998,. Minor'Improvement Permit —.Class IV: See attached schedule Inspection Fee $ 8,168,40 ,a T: o.�-' `�" PERMIT: VALIDATION .Permit Fee 100100.. VIC ! 2759 PERMIT NO. jgebaa.l,Q7 Plan Check Credit: (4.500.00) r �CasFj;p�pos-iitSuety7B,orii DATE APPROVED 6/15/98 i requiyedj As��u Z_t 2„OOO.OQ •' EXPIRATION DATE 6/15I99 :. 5,768.40 TOTAL $ ' i ) DATE ISSUED.. - .1 L Receipt No. By , ! / IA,, -MA/. J Received by Date v Administrative Authority Recorded by Telephone: (619) 777-7075 Jun 02 98 01:35p* r s r 760 7720257 .2 ` p' .. - . M .. - � r f - , r ' • V , • ri' r „ NOTE: .._ a ` With proper validation t ' this form corstnurtes an 'r' `CITY *OF LA QUINTA encroacriment permit' , . It APPLICATION FOR PERMIT ... �- • PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) - _ For the construction of put)lic� or orivete curt):, dr,veWays, pavements; sidewalks; parking lots, sewers, water mains' and other like pubfie works Improvements in connectro� wit p MINOR IMPROVEMENTS and APPROVED SU60�1 JISIONS .,r .. + •, i r 1.. .�' r •' u � •fir ,, - .- _• s � � ^• ; \ -' � • 1 .- � l Subdivision •Improvemeni Permit - Class III' '"• ' r' • ` , SATE: 6/ g $ Minor-amprpvement Permit Claa 1 V ' LOCATION OF CONSTRUCTION - TR _284bl-4 12HASE -4' RELLA UI7STA FRED WARING, EAST -OF. WASHINGTON (Street electives or Description of Location/ ' ^ 'r,• - - - r - 4 ' �". PERMIT FQR SITE' Y PURPOSE OF CONSTRUCTION � Sketch (attach construction plans if appropriate/ • R . '• :. �' CnNSm>zrrrmTnrt ., , ',,e , ,. ' L� �i r70A(S I - DESCRIPTION OF CONSTRUCTION f_R3iIT1\1C_�' 1.7f�('�(1Tv� % 7 s4 F W.ER, WATERT ,t7NCRETF * , • ` :� DIMENSION OF INSTALLATION OR REMOVAL r SIZE OF.EXCAVATiON, IF.NEEDEO • • ~ APPROXIMATE TIME WHEN WORK WILL-BEGIN t y APPROXIMATE TIME OF COMPLETION 9 // 9 R • - ESTIMATED CONSTRUCTION COST S 2 Al , 24 5 . 0 0 Unduding removal of all obstruction, material%' and debris; backfilling, con- . at pection and placing permanent resurfacing and/or replacing improvements/ 'In consideration of the granting of this permit, the';policant hereby agrees to: +. ' ' ' �' •' Indorr+nity, defend and save Ino' City, its ovthcriiad agents, officers, representatives and employees, hamnlcss from end egeinet any and ea ' penalties, liabilities at less resulting from claims or eovrt'oction and arising out of any eeerdent, low er damage to persons or property •. _ heppeeirq of Oaeurhne as a presimate result of SMV work unclWil ken udder the perrhit erdntld pursuant to this. application. NptiN one Administrative Avtnanty at lean twenty-four (201 hours in sevaince of Ina vitro vitlart wofii will oe sseRect. }' - •ComptV'with ell'appliCable City Ordidehtet, the.terms'and conditions of the permit and all applicable rules end requisiions of the City, of ,�• • - K t. ...1 • i4 IJ Quinn and to pay f01'any aletlit1661 replacement neceeaN the feWlt of this work. - 3 Signatura.O IiCant or gent J . DONALD OLSON V. F c• _ T14E-EXQjja :GE GROZIp INC. ' ..Name of Applicant (please print).. Business Address • ' . Telephone No. { • ; y' r •' ROGER .SNELLE "BERGER �& ASSOC.;,, ' INC '.78-615 I APLLS' DRIVE LIQ, QUINTA, CA- Name of Contractor and Job Foreman - F Ruaindu AAAresa Telephone No: 7 7 2= 0.2 2 2 ' 4122214 i _ * • I . Covicts:/s License No.'City Business License No. UNITED CAPITOL. INS':4 GLA1252106 ;Applicant's Insuranow Company GEN. L,IAS)LIT,y _ Policy Number - . FEES. Subdivision Improvement Permit - Cioss l ll' Public improvements: 3% of estimated construction costs * „ a Private improvements: 3% of euimiied construction costs`". Minur'flnipruveutent Permit)- Cllass�IV; See attached sehcdulr .a. -. •, a Fee $j i0U• TQ 4 4 Inspection PERMIT.VALIDATION permit Fee • � • p%r>�rGefrcx- C/Lisol ;%' S�.d - � v' PERMIT NO. S76 q y , , Cash Oeposit•Stirety Bond % bid rr \ DATE APPROVED `� s EXPIRATION DATE l - • s. TOTAI: S I r VO r DATE 1 w 1 k y` ISSUED Receipt No.' r Fay Received by Date Administrative Authority . Y `.it •'r r1'It• +i,•" '7%,k Recorded by I fJ. 3C • _ y :ATELEPHONE: (619) 771-7075 y F ..� , .�,• .7 :'r. z • � t � z>~ r . .fir {{��,`f f ., - • '` 760 772 0257' Jun15 98 10: 14a SCHEDULE A . r COOLEY CONSTRUCTION, INC.. A PRO FESSIONAL.UNDERGROUND CONTRACTOR, WILL, FURNISH TURNKEY ; FALL LABOR, MATERIAL -AND EQUIPMENT FOR TRACT, 28457-4 NECESSARY TO COMPLETE ALL DRY UNDERGROUND UTILITIES,. INCLUDING TRENCHING,, SHADE AND BACKFILL, FOR:`ELECTRIC,- GAS, . TELEPHONE AND CABLE; PRIMARY AND SECONDARY AND HOUSE ELECTRICAL'CONDUIT, TRANSFORMER-' PADS, ;ALL POLE 4- BOXES;,, HOUSE SERVICE HOOKUPS, GRADING, -STREET IMPROVEMENTS, SEWER, & J WATER SYSTEMS;' INCLUDING ALL SIGNS'AND•STREET STRIPING, BUT NOT LIMITED -TO; PER.'PLANS' PREPARED BY DUDEK &;ASSOCIATES• AS FOLLOWS;' i SITE IMPROVEMENT $ ;GRADING PLANS DATE STAMPED 5/13198;-WATER:IMPROVEMEN't PLANS DATE STAMPED 5113/98, SEWER' IMPROVEMENT. PLANS ' DATE. STAMPED 15113198 `AND UNDERGROUND; CONDUIT, DESIGN PREPARED BY IMPERIAL IRRIGATION ,DISTRICT AND REVISED SEPTEMBER 30,1997 VbR`AA TOTAL•COST AS FOLLOWS, GRADING; STREET, IMPROVEMENTS i272,28600 LUMP'SUM .SEWER & WATER'SYSTEM DRY,UTIU71ES AS SPECIFIED ABOVE 33 345.00'LUnAP SUM TOTAL LUMP SUM CONTRACT . - ; x305,625.00 • f , ?. ` THE CONSTRUCTION SCHEDULE FOR COMPLETION WILL BE 60 DAYS -AFTER ""NOTICE TO PROCEED" BY ' CONTRACTOR. SUBCONTRACTOR WILL -HAVE FINISHED PADS WITHIN 30 DAYS AFTER RECEIVING "NOTICE TO PROCEED" , t SUBCONTRACTOR WILL' BE' RESPONSIBLE FOR SCHEDULING INSPECTIONS' ANO ALLOTHER UTILITY ; COMPANIES RELATED TO SUBCONTRACTOR'S WORK. ` "EXTRAS" WILL BE ONLY DUE TO,CHANGES TO.THE PLANS 13Y THE CITY OF LA QUINTA. THE COACHELLA • ' VALLEY WATER DISTRICT OR BY THE CONTRACTOR. T. SUBCONTRACTOR EXCLUSIONS: PERMITS, TESTING, ENGINEERING, BOND AND CONSTRUCTION WATER, 1 SUBCONTRACTOR WILL BE RESPONSIBLE FOR DUST CONTROL DURING CONSTRUCTION AND UNTIL THE R WORK IS COMPLETED AND ACCEPTED OR APPROVED.,, f ' ALL,MATERIAL IS GUARANTEED TO BE AS SPECIFIED AND MANUFACTURED IN ACCORDANCE TO' GOVERNMENT REGULATIONS,'ALL WORK -TO BE PERFORMED WITH CITY APPROVED PLANS AND LOCAL_r ` CODES. 1) ALL WRITTENPICKUPLISTS WILL BE COMPLETED,IN TWENTY FOUR -HOURS.` .2) ALL. WORK IS TO BE DONE,ACCORDING To APPROVED PLANS AND SPECS AND SHALL CONFORM ` TO ALL APPLICABLE CODES AND PROVISIONS ' PAYMENT IS TO BE MADE AS FOLLOWS: 90% UPON COMPLETION ' 10% UPON CITY ACCEPTANCE '~ INVOICES RECEIVED BY THE IST OF EACH MONTH WILL BE PAID BY THE 15TH INVOICES RECEIVED BY THE 9STH OF EACH MONTH WILL BE PAID BY THE IST ALL. INVOICES MUST BE APPROVED AND SUBMITTAL TO OWNER FOR PAYMENT. LABOR AND MATERIAL CONDITIONAL'- RELEASES MUST ACCOMPANY ALL INVOICES, ALL''- INVOICES MUST INCLUDE' THE LOTISLOCK NO, ALL INVOICES NEED TO.BE NUMBERED ORIGINALS, NO PAYMENTS WILL BE MADE FROM - FAXES, OR COPIES: - PLEASE SUBMIT ALL INVOICEStTO. ROGER SNELLENBERGER &' ASSOC..-INC. + " ` 75615 NAPLES DRIVE i J „ , LA QUINTA, CA 92253 ; 00 �d Op � qf • 'h +` ..t �� `1r _1 tiyw ^ t�Yy ! •`'� _ 'tet .- ., r - t ~ •. f :l, ♦. .V The following General'and Special Provisions are i attached to and made a part of Permit NoF -r� •;' M a• r �� '`� 1' `' GENERAL PROVISIONS ';1.• n � `,,. . s ..�' � .. �. -r. � s.E. 7a�4 ,r k. •. 4 -'- i r ' i . The following shall alwaya apply: t ; ► r i ENROACHMENTw ON PRIVATE PROPERTY: 'This -permit authorizes work to be accomplished within Cit of La i Y Quinta right of • R . r, ,., way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his coatractors to. - • d secure `permissiodfrom abutting property owners: 'Such authorization must be secured by the permittee prior to starting work.. ' - ' TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permt[ted to operate on any paved surface unless fitted with`stnooth-faced street pads.'All'mechanical outriggers shall be fitted with'nibber street shoes to err /protect the paving during exca'v'ations: `Rubber -tired equipment only.shall>be used in backfill operations in paved• areas. If the existing, K pavement is scarred, spalled, or broken during the term of this contraci, or'if the pavement is marred. City of La Quinta shall request- '� se portior enure wResurfacing shall s that thens'of road be'resurfaced over theiidth. Rll consist of one coat of two inches (2') of A.C. ' ` , { ' surfacing plus appropriate seal cost as specified above. ax jy t } + `' € . i• s • .M1. !. . r.[ - 1: .. :t'i - f•t � r f i - • C. d ., � ;:'.•. t"` �' _ '+`PROTECTION OF TRAFFIC: All excavations and work areas shall b'e properly lighted and barricaded as deemed necessary 'by the City Engineer or La Quinta City Public Works inspectors.' Suitable detours and detour signs shall be placed and maintained for the .duration of the.project. The. City shall be notified 24 hours in advance of any traffic detours or delineatiotisi ` t CARE OF DRAINAGE STRUCIIJRES: Any drainage structure including corrugated metal pipe, concret; pipe,,steelculvert and ' + -' > • concrete'i uctures encout tered during excavation which necessitate removal shall be replaced in kind: In the event it becomes necessar to remove or. cut existin dr a structures; Cit of La y g ainag y Quints shall be notified prior to commencement of this worst. - ' *'L Drainage structures and open drains shall be kept free of debris at all times for drainage. w proper . ', t + .• ` s : RIGHT OF -WAY CLEANUP: • Any surplus material resulting from excavation and backfill operations shall be removed from the right ;. -of f, way. -All"paved surfaces shall be broomed clean of earth and'other objectionable materials.immediately after backfill and compaction. " k'! 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 • .• t , imediately after'backfill:',A- ? a..• " y'• m .t'. DE -WATER OPERATIONS: If de -watering, operauons are required and pumps are forcing water on City of La Quinta roads, it shall ' •'t'- }, ''-F y:- + r be the:responsibility of the permittee (contractor). to control this water and to provide off-street barricades when ttecexsary; ` =CLOSING STREETS: No street shall be closed. A minimum of one Lane of traffic shall be maintained at all times to limited provide access for the adjoining property owners and "emergency vehicles; -In the evert it is felt by the permittee that he moat close a street for $ - • a ►.' ; av '° 'any length of time, permittee shall contact this office to obtain the,necessa y -permission. . •• E _ .., ; ; n 'SPECIAL PROVISIONS • { P= » r The following shall apply when indicated: • - * ! •� i i (NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance,of alerting construcdon. Af ' •i • ' x •. UT11TY'C1EARANCE:' (Substructures) Prior rto making any excavation within the City of La Quina right of way + ` t authorized by permit, the permitteeshall contact all concerned utility companies relative to'the location of exittdng substructures. Damage to existing substructures resulting from operations conducted under this peimit shall be the.sole ' - responsibility of the permittee. + • ' "UIIIITY (LEARANCE: (Surface Sttticmrea) No work shall be done under this permit until all utilities aro clear of the t proposed work site. The permittee shall notify all concerned utility companies of the proposed work ' y R4 , , . PAVEMENT WIDENING:. Area between the proposed concrete gutter line and the existing road pavement shall be surfaced 'e with inches of A.C. paving placed on inches of'class _ aggregate subbase course having an •R•'' i. " r .,value �aaul ;A1. t` !. + :` of not less than in conformance with City of La Quints Road Improvement Standards and Specifications; Ordinance #461. •" RS PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be to a graded slope of 1/4 inch'to one foot (P). •r ' !- - M• . - - . '.. - ^+,r Tri , w'�a z•, r r . - .- Il6 / GRADE CHECKING: •City of La Quinta shall check grades upon receipt of plan and and/or profile. grads as established b a licensed engineer. f. ; Y R7- CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb, and/or curb and gutter (_feet)' shall be removed., Curb uad/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. Rg "DRIVEWAYS: A.C., driveways shall be constructed as not to alter existing drainage pattern. Surfacing between theproperty - a • n t ! * ,' �, `t., - +* t, r •.line anddhe'existing rad paving shall L/2 inches of A.C. paving placed on L_� of class aggregate base. t: Driveway construction shall conform to attached drawing, •, '� t .74{ �. 1, :;, ,E ,. _ + r i SIGHT CLEARANCE: -Sight clearance of -600 feet in all'directions shall beassuredand times. maintained at all y RIO C t SOH. SPERI IZER: ' The area to, be surfaced shall be treated with soil sterilizer. Rate of applicationshall eommply with the .manufacturer's specifications. K Rll 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 of City of La Quinta projects. 012 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centeriine of all streets or property lines when involved shall be completely tied out so they may readily and correctly be 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 anv monuments. This office shall be notified upon completion or replacement of all survey monuments for proper project clearance. R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 1000 linear feet 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. RIS BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any 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 in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case. a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (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 be not less than 90 percent or equivalent to the surrounding ground, whichever isrthe 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 continuous. R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for approval and 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 (l) 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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R20 TEMPORARY PAVEM EN r REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a maximum of 3000 linear feet of 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 inches A.C. surfacing placed on a inch class base shall be placed no later than 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 RFSTRIPING: Where street striping is still visible on streets 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 harard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be 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 is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 2. . 3. 4. SPECIAL CONDITIONS --PERMIT NO. 2759 --- Snellenberger & Assoc. 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. Snellenberger & Assoc.; 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 morefrequently 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 5:30 p.m. Saturday 8:00 a.m. to 5:00'pm. May 1st to September 30: Monday -Friday 6:00 a.m to 7:00p.m. Saturday- 8:00 a.m. to 5:00.p.m. Work ,shallbe.prohibited on legal holidays and Sundays. . Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. = 3 pm. 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. 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. 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, if required, 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. 5. 6. 7. SPECIAL CONDITIONS --PERMIT NO. 2759 --- Snellenberger & Assoc. 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. Snellenberger & Assoc.; 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 morefrequently 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 5:30 p.m. Saturday 8:00 a.m. to 5:00'pm. May 1st to September 30: Monday -Friday 6:00 a.m to 7:00p.m. Saturday- 8:00 a.m. to 5:00.p.m. Work ,shallbe.prohibited on legal holidays and Sundays. . Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. = 3 pm. 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. 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. 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, if required, 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. ' ,`k � L ... .`T !.• ,f . .F,.ys ,Y '• t,tr VVr.`, •_ rrr I•` 4, ,. .r.I ..t .' t F• '. 41 SPECIAL CONDITIONS?-PEFMT NO. 2759 °, - --- Snellenbeiger & Assoc: Y 8; z -,Pursuant to, Section 14. t6.'290 of the -La Qui nta Municipal Code(Ordinance 10 §'1 (part), 1982),,� street 'closures shall"not be permitted:; A minimum of one travel .lane of paved surface shall, be maintained with flagmen at all times. 9. Prior to'excavating, if required, the Permittee shall contact Underground Service Alert at' 1-800-422-' •,y "; Jr 4133. It shall be the Permiftee's respon"sibilityrto notify the Public Works Department of ariticipated "v A" excavation which impact City facilities; including but not limited to traffic signal conduits and loops,,, r d Y' r irrigation lines, electrical• conduits, and storm drain facilities. 10. Should additional work; "materials, or modifications,of the -work, be .regiiire'd,in order to meet City _i, ` 7 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,bf the. City Engineer -at no cost.•. to the City of'La Quinta * , l l., Pursuant to Section -14.16.370 of the La,Quinta Municipal Code (Ordinan6ev10 § 1'(part); 1982); backfill compactionwithin,street rights-of-way shall conform with Section,306-1.3 of the4atest '_, sedition of the'Standard Specifications FofPublic Works Construction (SSPWC), except.as otherwise "' Y specified herein' r' ' " Native material may be used:as'backfll•material provided that•miiumum compaction, achieved in,.;. s ,4 •� ' the manner. prescribed herein, is' achieved. Backfill`shall be performed by mechanical •means;. no i� '• . ` . waferrdensified compactiori',via jetting• or flooding or. other means shall be - allowed. - It shall be the :' +' �� ; . r Permittee's'responsibility to" rovide appropriate geotechnical supervision; testing, and'inspection - 'L .' 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' unsu table material , such material shall be removed`to the limits directed'by the.Geotechnical Inspector and/or. the ; City Inspector,andthe resulting excavation backfilled with pipe, bedding material: 1' 4, th` - ' B. Backfill;materials.shall be brought to or,maintained at an appropriate moisture content for a, r` compaction. The appropriate moisture content range shall be established at the onset.of the ` . - ' „;� • project and ensured prior to use, of the rnaterials through progress testing on the stockpiles.i C.` The,f rs't length of trench backfilled shall'be backfilled in the presence of the City. Inspector. _" x ' Compaction shall be tested at random depths at approximate three-foot.vertical intervals;as,- backfill isplaced to ensure the effectiveness of the compaction methods aril to establish the depth, of lift that can be.compacted. D. Jf 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. Uponsatisfactory �~ completion of this portion of trench; the. City Inspector• shall establish the maximum lift ` t thickness to be.compacted for -the remainder of the project: ea ��` rSpecial Conditions = Permit No: 2759 , r . - ; ' Page 2 of 4 r r uY. ' i :�r ;�r•r( r'kA41. 1. a SPECIAL CONDITIONS -=PERMIT NO. 2759: ♦ "♦ .' ` `. ,. --- Snellenberger & Assoc. ♦• F: j .•In subsequent length's of trench, the frequency of compaction tests shall equal one per,each.lift •� +" of backfill, per 300 linear feet of open trench,' at randorrily selected locations',within the open length of trench. G. -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,athe tests shall be'no`closer• , :. than three feet (vertically) from`each. other.At H. If any'compaction test fails, previously placed backfill',(in,the'same length of open tfench,or F �fprevious lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall' be tested for compliance with_ ' compaction requirements. I. 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.' r . • .._ 'r; {::'' r '" ". 12. 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 . Y the City Engineer for the protection of the public. Lengths -of.operi frenchashall 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_ french; not `to exceeditwenty (20) feet 4: 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:. ''Y r -; a r , • - 's� - ' . � �'�.., `. ''.. ••,� r'Y • n yyr "`� r -•lt 13. < All landscaping, irrigation, decorative rock, deco_rative,concrete, lighting, etc., shall be'replaced to <, its original condition. - 14. - Access and egress to all local properties shall be maintained at alftimes* • ,c ' '15. Pursuant to Section 14.16.375 of the La Quirita Municipal Code (Ordinance'TO § 1 (part), 1982),~ .. " permanent pavement replacement shall be completed no later than'seven .(7) days after the'~'''' .y 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 - ihan existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base,,meeting the requirements of Sections 200-22 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. AL Special Conditions - Permit No. 2759 c + I, Page 3 of 4 3y.F ,. .:'� •,. f .. f + '•'fes .� .: �! _� _ " � l.' SPECIAL CONDITIONS= -PERMIT NO: 2759,' - ',- ! " --- Snellenberger & -Assoc. `y C:'• Permanent'pavement'replacement shall be installed. using a'City approved'/4" max medium asphalfconcrete as the base course lift and a City approved''/z" max medium fuiish{cour"se lift ; ,a * , for capping. ;Asphalt concrete•mix design shall be.approved by, the City prior to its placement. _ f D-, I For transverse trenches across improved streets; the existing pavement surface, three (3) feet - • on,either'side.of the excavated trench, shall be cold-milled.to.a depth of 0.10', with a "butt, ` joint created along each edge of the cold-milled'area' and anew 0.10' lift of '/2" max medium f` . •*' ; asphalt concrete pavement overlay applied throughout.the cold' milled•area.K For longitudinal trenches within improved streets, the existing pavement suface, through the ' lane width -(within lane line striping), shall be cold -milled to' depth of 0.10';, with a."butt" . • joint created along each edge -of the cold -milled area.,arid'a new 0.10':lift of%z' Amax medium. r' . • =+asphalt 'concrete pavement overlay applied throughout the cold -milled ar"ea.' If' grinding and capping operations are not performed :in the;same day as :base paving ' operations, the base course lift of/4" max medium'asphalt concrete "shall be iristalled from ;� s saw -cut edge to saw -cut edge flush`•with the existing street surface. The base course lift sof , • paving shall not.be. left 0.10' low in anticipation of grinding and capping. ' F. Any existing lane striping affected by this resurfacing shall .be. replaced in kind by the g..- 'Permittee; as directed by and to7the satisfaction of the City Engineer. Affected traffic signal ,.t loops shall be removed and replaced in kind. The fuushed.pavement surface'shall be smooth,. ,,consistent;1and 'shall conform to the surrounding grades. - 16. Permittee shall notify, theCity of La Quinta Public ,Works Department a minimum'of 48 hours prior to commencement of any construction at (760) 777-7075.E J. 17. ,: Permitte'shall' stabilize any soil that was disturbed (shoulder areas, etc.) as'ra'result of work,` performed under.this permit with an -approved diist control, treatment. 18" 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 streei.ifniaking a delivery orpickup on the subject street, or if this•permii specifically, grants permission to use the street to deliver street construction materials and/or equipment. , ' 19. A haul route and/or construction access plan shallibe submitted to the City for approval. • ' `' - y 20" . Contractor/permittee shall keep project areas watered down on a daily.basis to'help prevent'airbomer dust and to aid water distributing equipinent in the soil moist in the event of high winds. -. . 21.,- The City -of La Quinta reserves the right .to,revoke'•Siispend or void this permit at: any time" ' r - - - ,tip, - -}i � • - ' Special Conditions Permit No. 2.759 y i Page 4 of 4