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296717 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, pai`' wers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS P 0 SUBDIVISIONS f iw flu ., DATE: 5-12-99 SubdivisioaWORAQUWA, Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION LA QUINTA AIRPORT BLVD. NORTH ON MAJ)TRON RT. 800' LF EAST LINE OP TRAFFIC. (Street address or Description of Location) PURPOSE OF CONSTRUCTION WATER LINE DESCRIPTION OF CONSTRUCTION INSTALL 24" DIP WATER LINE DIMENSION OF INSTALLATION OR REMOVAL 800' LF 3r WIDE TRENCH SIZE OF EXCAVATION, IF NEEDED 51- DEPTH APPROXIMATE TIME WHEN WORK WILL BEGIN 5--13-99 APPROXIMATE TIME OF COMPLETION 6-13-99 ESTIMATED CONSTRUCTION COST $ 65.000.00 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) Sketch (attach construction plans if appropriate) In consideration of the granting of this permit, the applicant hereby agrees to: SEE ATTACHED CONDITIONS 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 th;is work. Signature/of Applicant or Agent KSL DEVELOPMENT CORPORATION 56-140 PGA BOULEVARD LA QUINTA, CA 92253 (760) 564-7181 Name of Applicant (please print) Business Address Telephone No. JONES BROS. CONSTRUCTION 85989 AVE. 52 COACHELLA, CA 347-2291 Name of Contractor and Job Foreman Business Address Telephone No. 172092 00153 Contractor's License No. City Business License No. DODGE, WARREN AND PETERS SEE ATTACHED CONDITIONS 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 $ 1950.00 100.00 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ 2,050.00 Receipt No. Received by Date PERMIT NO 296T PERMIT VALIDATION 2967 DATE APPROVED 5-12-99 EXPIRATION DATE 12-31-999 DATE ISSUED By OAdministrative Authority Recorded by 11 Telephone: (619) 777-7075 ACM-D.- CERTIFICATE OF LIABILITY INSURANCEPID DX JON250G DATE(MMIDD/YY) 04/16/99 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Dodge, Warren & Peters -Ontario 430 N. Vineyard Avenue, Ste330 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE Ontario CA 91764 Phone:909-937-2040 Fax:909-937-2045 INSURED INSURER A: Royal Surplus Lines Ins. Co. INSURER B: Cal -Comp Jones Bros. Construction Co. J & J Brothers Construction Co., Inc. P.O. Box 905 Coachella, CA 92236 INSURER C: Safeco Insurance INSURERD: Royal Insurance INSURER E: en1/C0A(1_FR THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR OF INSURANCE POLICY NUMBER ICY EFFECTIVE POLTYPE DATE MM/DD/W POLICYEXPIRATION DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1 , 000 , 000 FIRE DAMAGE (Any one Fiire) $ 50,000 A X COMMERCIAL GENERAL LIABILITY KZB511278 04/16/99 04/16/00 MED EXP (Any one person) $ EXCLUDED CLAIMS MADE FX OCCUR PERSONAL & ADV INJURY $ 1 , 000 , OOO X XCU X BFPD, CONTRACTUAL GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1 , 00 0 , 00 0 POLICY PRO LOC JECT El C AUTOMOBILE LIABILITY ANY AUTO BA8157984 04/16/99 04/16/00 COMBINED SINGLE LIMIT (Ea accident) $ 1 , OOO , OOO X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS X X PROPERTY DAMAGE (Per accident) $ Comp de d $1 , 0 O 0 X Coll dad $1, 000 GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: AGG $ ANY AUTO $ EXCESS LIABILITY EACH OCCURRENCE $ 4 , 000 , 000 AGGREGATE $ D OCCUR CLAIMS MADE TBD 04/16/99 04/16/00 $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND X TORY LIMITS ER E.L. EACH ACCIDENT $1,000,000 B EMPLOYERS'LIABILITY W98B167754 11/01/98 11/01/99 E.L. DISEASE - EA EMPLOYEE $ 1 , 000 , 000 E.L. DISEASE - POLICY LIMIT $ 1 , 000 , 00 0 OTHER C PROPERTY CP8157984 04/16/99 04/16/00 C I INLAND MARINE CP8157984 04/16/99 04/16/00 EQUIPMENT SPECIFIC DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: INSURANCE VERIFICATION. **10 DAYS NOTICE FOR NONPAYMENT OF PREMIUMS** �.nrn I v 1 o0o i crrco- r:ANC1-1 I A I IUN CITYOFL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 * DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE CITY OF LA QUINTA LEFT, BUT FAILURE TO DO SO SHALL IMPOSE O IGATION OR LI ILL F 78-495 CALLE TAMPICO LA QUINTA CA 92253 ANY KIND UPON THE INSURER, ITS AGENTS 0 RE ESENTA V S. John A. Ruiz ACORD 25-S (7/97) RE CED --�...... __ ..- __...._ MAY 10 1999 ------------ I'BLK W® NOTE! With proper validation this form constitutes an CITY OF LA OUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the cor•sttuction of oublir or, private curbs, drivewavt. pavements, sidewalks, Perking lots, Will", Watet meltta and other like public works improvements in connectionwnh MINOR IMPROVEMENTS and APPROVED SPEDIVIS10NS A Subdivision Improvement Permh — CItpO III DATE: _ _ Minor /Improvement /OettnitGlass lV LOCATION OF CONSTRUCTION IStrst � s or t)motiotion of Locatiorl n a PURPOSE OF CONSTRUCTION f J#11?�t' liI� - Sketch (attach construction ptane If sppo0filltel OESCRIPTIONOfCONSTRUCTIC XIS G,G� N,S10N Of INSTALLATION O REMOVAL L� �• O�j SIZE OF EXCAVATION. IF NEEDED --� APPROXIMAIETIM MEN OJOAK WILL BEGIN . APPROXIMATE T:MESSOF COMPLETiCN ESTIMATED CONSTRUCTION COSY S (Inclu6ng removal of all obstruction, materlais, and debris, baektilling, corn• paction and placing permanent resurfacing and/or replacing improvemenu) In consideration of the granting of this permit, the applicant hereby egress tot IndernOv. darted and Aso tee City, it, auntorieed agents, ott!cen, repfesentativee and amplWaaa, hermlfla tro!n end OPt any and all Waaaiee. Geehn!ar or coat mtulting Porn claims at court action end arising out of airy owdleat, Ion of dantaae to Pateone Or 01'e110e6a happening of oaurring m a pioxirnate moult of any wore undarteron urrlar Ina 0erm!t gnrttot OUNWnt to 111111111 aOPCONCIW- tio:lty the Admmistfotive Authorltr et laert twenty-four 174r Sour. in eoaetna Of The tlnte vane nOfh sell by Ro it Comply efit/l oil pacil,aMa City Ordinaneat, the terms and cordislone arl the germh and Oil eapiateble rule ant #Vrak bm M Ott CtW of La Quints end to Poy far env 8,02e1110ns! np1e0arrferlt 0e0etesry a the nwlt of mis "a"I" . Cole/) blprutun of AppIiGM o nt JoAges /3��5. Corsi 1, Name of Applicant (please print). 8usinessAddress Tt�IVJwtn�.No. Name of Contractor ano Job Foreman BWlneea Address 1 ` Z� TNo, Conti o tor'e.LlCense NO. City Eualesa LiWTPINo. L tl Applicant's lmdranco Company FEES: Subdivision Improvement Permit -Class III Putilic inprovenents: 3%of estlmeted constructioA oosfa Private improvements' 3% of estimated construction coop Minor improvement Permit — Clots IV: Sea attadted schedule lnspection Fee $ /1q5,O Permit fee A)o' Penalty Cash Dopotit•Suraty Bond if raguired TOTAL:-- Fectlipt No. Received by Date Recorded by wee c`. Poliey. Number 2774 PERMIT VAV.IDATION PERMIT NO. .20 DATE APPROVED EXPIRATION OATS r l- qf DATE ISSUED By Adlninlnratlw Authority Tow"".. (610) M-7076 TO 3S-V6 99TLLLLO9� bZ:TT 666T/LO/90 AIRPORT BLVD. COST . EXISITING - ��i !�� . DETOUR eoxstaucrim� �R��"4l v�':`'+,4 '«r?` "` ,- r .0 a . n 'v ! ','> ;1 :!. 1- : ti . �•., - •t �.. �a •:•.j '' �.:�r":� ,"r j I I '� ,.A y�`:.g�,,�, _ - H 1�-.> -ram �• '�• �:>' < - � �?�; :s. I I t ,fi :Y � .-. T �'%��s �nW� .,cr�'•�iY:?}�.':. .T.�.. R': i(:. `;q.. ,�.�an'��,.e � :. ✓'. _ 3'4 -.' �: .!. ' ! I I nv. '. �'Y�2:�- I �_��^.l.-. ...I �`i.I I � I I J.2 ��l`� .e«+4ir++•r;^�^i�k'?� t� .an„i.-..,.^`J.+w.. I:..�.•+av�'+z`i4. -.1 ;, �t+i„ .� _ s•y(-a ±� t._8 .: � 1 'a` � '^'cb'--- ` F �J`�,� . .'i',�. 3.r ri. `. J✓{ Y'. n 'a�^+ p.� ,�"i "3'•, .f'' . }..+;+ xY--'�� 1 tR°r�'v ': . �.. 1#• ..?S��S'-' _ .N„v eTa .� �`�: L.�'t ' ��P��S,;y..:".C.. .�"�� . !�-^.��-� .-�'•ucs"Y•S-`[. ii^ .:Y3._ . Pas O t ^tEs' -,l�. c'£Y z� :�'^a'�i'•�" :�.xrn,�"��-. ��^�^1.�>� .�#f�' w..:..��.ir' a�'s'�'�`a'.'.k5•.: �F"�.�:_.�;-,=a:"� .c:' - _ yr�r;''�w, �:. .-e>:e.+:a;..;:�.?�, t�.'t� .r.�xn's-.st,..�9 _.w„aro's"'i.'Y_'�.. .,ate. x"r`5d.��T>ti:'t�'I.�.�,.. a„�.:.`Fr3::�e,:�z�. t?�:,,i5ty."�`�'•E2``:'�=.:; .s. :Jv3t:1 �_�•,;�;e .:i�'.'�_'�"_. ..e.�w... • • - •• is • - • •- • • -W-a A. -Mr Om - - • • • • - - • - • • • • • - - • - • • • • - (800)8527TOPS tof• /90 Ron Fifield Cal Trans 5-7 r a ;.. AIRPORT BLVD. 500 FT NO SCALE �R 500 FT r a ' PREPARE TO b - STOP r ., PREPARE Rmo:.h cea 750 F1 TO EXSISTIN MADISON ST. us 750 FT S00 F 500.FT — -- — — — — —— ENn 500. FT 500 F 750 FT (CONSTo TRU : PREPARE Appm-d By, Protect Name NOTE As work progresses away from the intersection, the 3rd flagger can be removed Water Line at PGA west Prime cotltaaa Traffic c«ma l ontrec0or and the signs and cones can be moved further south. Jones Bros: Corist. Tops N Barricades, Inc. :. M (800)852-TOPS 2 of 2 : 5/10/99 Prepared By • - Based an steam - Ron Fifield Cal Trans 5-11 The following General and Special Provisions are attached to and made a part of Permit No. A / 6'/ - GENERAL PROVISIONS The.following shall always apply: ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta 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. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -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 operations 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 cost 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 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 delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 OPERATIONS:.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: NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. UTTH,ITY CLEARANCE: (Substructures) Prior to making any excavation 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. 6DUT LIT'Y 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 inches of A.C. paving placed on inches of class aggregate subbase course having an "R" value of not less than and in conformance with City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. PARKWAY GRADING: Area between the property line and top of.the proposed concrete curb shall be graded to a slope of 1/4 inch to one foot (F). 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 (_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 2 1/2 inches of A.C. paving placed on of class aggregate base. Driveway construction shall conform to attached drawing. SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications. 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. OR12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall lye 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 any 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 LD41T 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. R15 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 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 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 (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. R20 TEMPORARY PAVEMENT 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. 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. STREET RESTRIPING: 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 hazard 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. SPECIAL CONDITIONS --PERMIT NO.2967 --- KSL/JONES BROS --- 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), 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. KSL, Jones Bros.CVWD, hereinafter referred to as "Permittee", shall be responsible for providing . continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 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: 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 beset 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 Quirita 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, 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. Special Conditions - Permit No. 2967 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO.2967 --- KSL/JONES BROS --- 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 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- 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. 10. 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. 11. 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 - Permit No. 2967 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 2967 --- KSL/JONES BROS --- F. 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. 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, the tests shall be no closer than three feet (vertically) from each other. H. 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. 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. 12.. All excavations within City of La Quinta right-bf--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. 13. - All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. 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. Special Conditions - Permit No. 2967 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO.2967 --- KSL/JOKES BROS --- C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved'/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. 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 a new 0.10' lift of/2" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. E. For longitudinal trenches within improved streets, the existing pavement surface, through the lane width (within lane line striping), shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/2" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. F. 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 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. 16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior to commencement of any construction at (760) 777-7075. 17. 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. 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 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. 19. This permit allows for the connection of the waterline per the approved plans for Tract 28838-1. 20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 2967 Page 4 of 4