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28847 -------- - � ' -1iOTE: 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 DATE: January 20. 1999 Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION .lie:ffAraon Starp.p_it from Ave?. 52 to Aver. 54 (Street address or Description of Location) PURPOSE OF CONSTRUCTION TemorarY traffic control DESCRIPTION OF CONSTRUCTION Set up traffic control aside suns and eouioment DIMENSION OF INSTALLATION OR REMOVAL Sea plaus• SIZE OF EXCAVATION, IF NEEDED N/A APPROXIMATE TIME WHEN WORK WILL BEGIN 1/23/99 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) Sketch (attach construction plans if appropriate) In consideration of the granting of this permit, the applicant hereby agrees to: SEE ATTACHED CONDITIONS SEE TRAFFIC CONTROL FLANS. Indemnify, • defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all 4 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 oC'Applicant or Agent Bob Ronom f:ttrvalar CIannin 39•-000 Bob Rona Dr. Rancho Mirage, CA 346-8184 Name of Applicant (please print) Business Address Telephone No. Jim Walker 777-78Ar Name of Contractor and Job Foreman Business Address Telephone No. W/A x A Contractor's License No. City Business License -No. Applicant's Insurance Company Policy Number��' FEES: Subdivision Improvement Permit -Class III JAN 2 Q 1999 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit - Class IV: See attached schedule Inspection Fee $ Permit Fee Penalty Cash Deposit -Surety Bond cif -required TOTAL: Receipt No. 100.00 $ i.on. on Received by Date . �Ee r— r 2884 PERMIT VALIDATION PERMIT NO. 9AR4, DATE APPROVED EXPIRATION DATE t /7044 DATE ISSUED�� ! `� By — Administrative Authority Recorded by 11 Telephone: (619) 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 DATE: January 20. 1999 Subdivision Improvement Permit —Class I I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION JRfiorson 3txeest fro* Ave. 32 to Ave. 34 (Street address or Description of Location) PURPOSE OF CONSTRUCTION To*yorary trafflt control DESCRIPTION OF CONSTRUCTION 84t UP tr&ffsc tarktrol tulde siAtts and equipwnt DIMENSION OF INSTALLATION OR REMOVAL See plane. SIZE OF EXCAVATION, IF NEEDED N/A APPROXIMATE TIME WHEN WORK WILL BEGIN 1/23/99 Sketch (attach construction plans if appropriate) APPROXIMATE TIME OF COMPLETION 1/24/99 ESTIMATED CONSTRUCTION COST $ N/A (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: SZE ATTACHED CONDITIONS 629 TRAFFIC CONTROL PLANS. Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all j 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. r Signature of Applicant or Agent s Bob Hope Chrysler Classic 39-000 Bob Hope Dr. Roach* Mirage, CA 346-8184 Name of Applicant (please print) Business Address Telephone No. Jix Walkor 7 i 7w782T.: Name of Contractor and Job Foreman Business Address Telephone No. N/A Contractor's License No. City Business Liceris'e No. 1-, Applicant's Insurance Company Policy Number�a� y g FEES: Subdivision Improvement Permit — Class 111 JAN 2 t 1999 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee 100.00 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 100.00 Receipt No. Received by Date Recorded by C.r1►[ PERMIT VALIDATION PERMIT NO. 2864 DATE APPROVED 1/20/99 EXPIRATION DATE 1125/99 DATE ISSUED (7 By Administrative Authority Telephone: (619) 777-7075 ----r---J---r__------------------- ------------------1--------------------- . NOTE: With proper validation i this form constitutes an CITY OF LA QUINTA encroachment permit S -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. ' Dicq ATE:Yp or Im^prove�an�toPermit Clas IV LOCATION OF CONSTRUCTION , `' ` -`SUM " ' ` , 5N • ` ' "r ` 2- " (Street address or Description of Locetl n) + P RPOS OF NSTRUCT10N Sketctch'(attachconstruction plans if appropriate) DE CONSTRa4Gu-"&M-J hatT>S_ O Y DIMEN N STALLATION ORREMOVAL C FIN SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 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 t LA Quints and to pay for any: additional replacement necessary as the result of this work. `• Signature of Applicant or Agent `:l e I �R1S (2 r loci tC t fsai� 1-%f 'l I�t M 6v,,s Name of Appli nt (please pl int) Y Business Address Telephqne Nq. Name of Contractor and Job Foreman Business Address r Telephone No. Contractor's License No. _ City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class II I Public improvements: 3%of estimated construction costs Private improvements: 3%of.estimated construction costs 4 Minor Improvement Permit — Class IV:' See attached schedule 2774 ,Inspection Fee $ * PERMIT VALIDATION Permit Fee PERMIT NO. Penalty b Cash Deposit -Surety Bond DATE APPROVED if required EXPIRATION DATE II r TOTAL: $J DATE ISSUED V j ` Receipt No., ` By f Received by Date Administrative Authority Recorded by Telephone: (619) 777-7075 The following General and Special Provisions are attached to and made a part of Permit No. 1L_ . * 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 befitted 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 roadbe resurfaced over their entire width. Resuifacing•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 of delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate iemoval 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 WAYCLEANUP: 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 66 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. . .. •a .. 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.' r. SPECIAL PROVISIONS The following shall apply when indicated: (PRk NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction._ UTILITY CLEARANCE: (Substructures) Prior to making any'ezcavation 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. , 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 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 N461: R5 - 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 (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 Meet) 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 Standird #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. n .Driveway construction shall conform to attached drawing. >'• , SIGHT CLEARANCE: Sight clearance of 6001feet in all directions shall be assured and maintained at all times. , 1 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications.' 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 of 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 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 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 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. 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. 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 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 wiih Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. SPECIAL CONDITIONS -'PERMIT NO. 2884 -- Bob Hope Chrysler Classic --- 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. The Bob Hope Chrysler Classic, 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,ofthe La Quinta Municipal Code -(Ordinance'l 8 § 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 pm. Saturday ` 8:00 a.m. to 5:00 p.m. May 1st 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 major and/or 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 § l (part), 1.982), 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). Traffic control plans`have been prepared for the'Permittee. It shall be the Permittee's responsibility to appropriately detour and barricade all project sites. Special Conditions.- Permit No. 2884 Page l .of 2 SPECIAL CONDITIONS=-PEFMITNO. 2884 --- Bob, Hope Chrysler Classic =- 8. .: -Pursuant to Section 14.16.290 ,of the La,Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), ,4 . .r `SET-UP, INSTRUCTIONS BOB HOPE CHRYSLER CLASSIC.- , rJANUARY'23 - 24; 1999' The Jefferson' Street road closure ,is authorized from .7:30 A.M. to 10:30 A.M., and 2:30'P.M.°to-5:00.R.M. ONLY. "At all other times Jefferson Street shall remaln,open to unrestricted two-way traffic. 44 MATERIALS- LIST, .a BOB. HOPE;,CHRYSLER CLASSIC _ -JANUARY, 23-24, 1999 DRAWING, NUMBER ITEM DESCRIPTION, . TOTAL •1 T2- .EQUIPMENT Cones 10. 0 ' ' 10 Barricade (T,ype 2) 1 ; • 0 1. 'Electronic Message.Boaid' 2 2 2 . Barricade with signbelow _1 '- ,'6 �., 0 6 SIGNS FOR BARRICADES' , C20A "Left Lane Closed Ahead" . ' 1 '- 0 1 ' C30 "Lane Closed",, 1 • 0 •1' R16 "No'Right" 's '- 1 0 1 R17 "No; Left Turn"' ; , 1 0 . .1 , R16B "No Right Turn" 1' ' 1317B No Left Tun" _ 1 0 .1 PERSONNEL x . RSO 0 1 2 i . •A y DRAWING # 1 LEGEND O CONES Z BARRICADE (TYPE 2) BARRICADE W/SIGN ® OFFICER . RSO UNIT EMB EELOECT ONIC MESSAGE, Q I'm HOPE CHRYSLER CLASSIC GENERAL PARKING STRAIGHT AHEAD" i 'BOB HOPE CHRYSLER CLASSIC GENERAL PARKING RIGHT ,TURN. ONE-WAY SOUTHBOUND TRAFFIC ONLY AVENUE 52 N 4� 3 132 N 1 EM8 ,ow PLACE IN DIRT ON SHOULDER SPEgAL SIGN: CREDENTIAL PARKING LEFT PUBLIC PARKING �3 RIGHT LANE ONE WAY TRAFFIC 1-20-99 DESIGNED BY: MLF RECOMMENDED BY: SDS APPR VED B IS A. VO& DATE CITY ENGINEER RCE 44250 CITY OF LA QUINTA JEFFERSON ST & AVENUE 52 TRAFFIC CONTROL PLAN FOR BOB HOPE CLASSIC 7:30 A.M. TO 10:30 A.M. ONLY V. DRAWING # 2 0 OFFICER ® RSO UNIT EM8 ELECTRONIC MESSAGE BOARD i 1 EMB (D"ONE WAY TRAFFIC AHEAD if USE ALTERNATE ROUTES" ALT' "NO RIGHT TURN AT "PERSON ONE WAY TRAFFIC AHEAD SOUTHBOUND TRAFFIC Z USE MONROE STREET" AVENUE 52 11168 NO RIGHT TURN" 250' ie � Off® EM8 1000' PLACE IN DIRT ON SHOULDER R16 NO RIGHT"J AT INTERSECTION i 11-4-98 . DESIGNED BY: RJV RECOMMENDED BY: SDS APPROVED BY: CHRIS A. VOG DATE CITY ENGINEER RCE 44250 N 0 & UNE 10' O.C. C20 "LEFT LANE CLOSED AHEAD". 500' FROM INTERSECTION 178 NO LEFT TURN" / 250'50' C30 "LANE CLOSED" R17 NO LEFT" CITY OF LA QUINTA JEFFERSON ST & AVENUE 52 TRAFFIC CONTROL PLAN FOR 808 HOPE CLASSIC 2:30 P.M. TO 5:00 P.M. -ONLY SENT BYClassic Office 1— 9-99 ;11:47AM Bob Hope Chrysler- 7607777155;e 3 Jefferson Ave. from Avenue 52 to Avenue $4 will be "one-way" into PGA West between the hours of 6:30 a.m. —11:00 a.m. both Saturday, January 23°d and Sunday, January 2416. An Electronic Message Board will be placed before Avenue 52 on Jefferson to help, with traMe control. , It will read: "One way ahead" ' Y Credential Parking M • . Left We - Public Parking. Right Lane . 1 The tratne at Avenue 54 going into PGA Blvd, will split with 3 lanes right of the island , and 2 lanes left of the island. The furthest right lane , will be Palmer Residence & Guests, the Center Lane will be. Contestants, the Left Lane will be Officials, Bob dope Club, and Trams. The First Lane, left of the island wW be Lot D; Lot Z, Residence & Guests Stadium, Nicklans, and WeiskopL - The far -left, lane will be for traffic leaving PGA West. This traffic pattern will be set.untO 12:00 noon; four lanes inbound to PGA West,.oue lane outbound. 1. z Aber 12:00 the traffic pattern will be as usual on PGA Blvd., 2 lanes into PGA West and 2 lanes out. From 2:00 p.m. to 5:00 p.m. between Avenue 54 and Avenue 52 the pattern would reverse with "one-way" traffic on Jefferson for out bound truffle. , The Electronic Message Board at 54t" and Jefferson would read: Straight on Jefferson To I-10 . Left on Avenue �2 ; Right on Washington `• , '' r To 1-10 Inbound lanes• (on Jefferson) one�way between Avenue 52 and Avenue 54 q 6:30 a.m. to 11:00 a.m. L F Outbound laces (on Jefferson) one-way between Avenue 54 and Avenue 52 2:00 pxr to 3:00 p.m. ze �. . tip a r ^ * - �'`Y= �.'�.• - - 1..' _- "1 • �.+ - . _ -'i Y r -V7 , -- --.x�- �, •.ter - � -- -.y., ! .t •'t. *` BHCC-0_6= - } - - .. BHCC-02•:. . _ x ,. -•v _ •In' - _ - - - AVENUE52 y •r `' .... - .. . co 0 r� pQp •; AVENUE 54 r +. _ ' 0. 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AVENUE 52-, m z .� ' .,. �♦ l Z ` •r „• '. `yh '' •r,' •'e • t -- . T _• ,J r,, is .i s-; .. . "I ,� 1" max} , f � .. � � a . k 1 w w ♦ 4�. y ' I -r i ' i'�M' .4: " r + � � ♦ � f • a v • � , k - • S .. ` • + ;C' _�.r .. v �'a ` , . .. ' i •AVENUE 54 ` •fir' < ' � ,. f / �' .. _• T, • i � n j' .. A r ` .y , a • .. . t� . + s ,M •.} 1 ♦ , •. •• 1 t.*' 4j -• • - ' Wit,. •rj _ l .` ,.. .. + ` .. F` -.� Y C:\MYDATA\DCWIN%PROJECTS\BHCC-07 - r �♦ ,. - -i' JE'FFERSON �. r . .. 4 y 1 t••. � �i. _• •y �;, x �.. �.' _ �' y' -f a .-.. '�' {� s 1' •� ., .�" � ty - T< .. a - .rL '. ��'~ - � �.�, r• Y 'a'«•,�, Y # + � �� '' 4 -l�.� • '+ .lei• � � �� *,+ � � • .. 1 7 .r • MONROE 'r!-� �.�•� � � �� •. •fir _ ., e! o' f + � 4 `, ,•, � • v ' .. �, � �. Iat r. - ` y •^ _ ♦ ' { V 1 t Y r 1 ♦ ,T ♦ y • v� X1 r _ Y C:\MYDATA%DCWIMPROJECTS\BHCC'04, - .V -, 4 -! '�," ~ ` .� ',t '. '- ' 4r+• t-•° _ p ' •i ... - •� � ` .r fj v A - � •` � ,a..� • I �, it � ,+,; •1 � � ,, -_ - ;, +. i 'i 1 � �, r Jeri � .jg ,' _ t' - • _' ,•.F ,_ • • x'� ., 'I .. • - �'.• "w � }sJ � .. •�� r• � .. w ht_. L •f; „ ' f '* � { AVENUE 52 f_ ui •C:\MYDATA\DCWIN\PROJECT,%BHCC-06 The following General and Special Provisions are attached to and made a part of Permit No. 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 withinprivate, property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must besecured 6y 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. j PROTECTION OF TRAFFIC:' All excavations and work areas shall be propealylighted 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: Oki NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. � UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right'of way authorized by permit, the permittee shall contact all concernedutility 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. 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 getter 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 "It" value of not less than and•in conformance with'City of'La Quinta Road Improvement Standards and Specifications, Ordinance #461. RS 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 (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 t_�._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'N207. R8 'DRIVEWAYS s 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. 1 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commPly with the manufacturer's specifications. 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 of 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 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 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 LIMTr 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 Emit. 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 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.' i SPECIAL CONDITIONS --PERMIT NO: 2884 . ---. Bob Hope Chrysler Classic --- In addition to the standard permit conditions;. the followingshall apply: 1. Pursuant to Section 14.16320 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. The Bob Hope Chrysler Classic, 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, 1..982), 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 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 major and/or signalized intersection-is'restricted between the hours of 0 a.m. = 3 p.m. Traffic control shall be set up after 9 a.m. and removed' before 3 p.m. The Pennittee, shall contact the Riverside-Country,;Traffiq.Signal Maintenance Department at (909) 275 •6894 if signal operation at the intersection is to be altered in anyway. 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 bey installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic. Control Handbook (WATCH Manual). Traffic control - plans have been.prepared for the Peimittee., It shall be the Permittee's responsibility to appropriately detour and barricade all project'. sites. Special Conditions - Permit No. 2884 Page I of 2 . INSTRUCTIONS - - . - `. - • . SET-UP INS - • � .. = . - ;.BOB HOPE CI'°IRYSLER .CLASSIC JANUARY' 23 24,' 1999 . -The'Jefferson Strdk-road closure is authorized from 7:30'A.M. to 10:30 A` M.,; ah , 2:30 P.M: to 5:00-P.M: ONLY.-At,all'other times Jefferson Street shall remain.open ..to'unrestricted two-way traffic. t, {; a* •• MATERIALS .LIST `' ; • a 'BOB HOPE:CHRYSLER CLASSIC - ` -JANUARY 23-24, '1999 M!c `, 1r , • 7� ' DRAWING NUMBER. ITEMDESCRIPTION TOTAL 1-1•' 1 , j 2 EQUIPMENT, Cones•..• 10 0 10, Barricade, (Type 2) 1 0'- 1`1 Electronic Message Board 2 2" 2. Barricade•with sign below. 6 ' ' 0 6• SIGNS FOR BARRICADES ~ C20A'"Left Lane Closed Ahead", 1 0 1 C30 "Lane Closed' 1 0 1 + R16 `'No Right" R17 "No Left Turn" 1 0 1 R16B "No Right Turn." ' 1 0 1 w R176 `"No Left .Turn" , 1 0 1 PERSONNEL RSO` 01 2 DRAWING # 1 �l d� .elm Q "BOB HOPE-- CHRYSLER CLASSIC GENERAL 'PARKING STRAIGHT AHEAD" . ® wM HOPE CHRYSLER I: CLASSIC tw.NERl1l PARIgNG t RIGHT TURN, ONE-WAY SOUTHBOUND TRAFFIC ONLY EM8 low PLACE IN DIRT ON SHOULDER Ba SPECIAL SIGN: CREDENTIAL PARIONG LEFT LANE PUBLIC PARIONG . ca RIGHT LANE ONE WAY TRAFFIC r -LEGEND C CONES - 3 • BARRICADE (TYPE 2) �? BARRICADE W/SIGN 0 OFFICER - ® ., RSO UNIT ® ELECTRONIC MESSAGE H Z O Q` + u w DESIGNED BY: MLF RECOMMENDED BY: SDS a CITY OF LA QUINTA &+TMSON'- ST & AVENUE- 52 LRq DATETRAFFIC CONTROL PLAN FOR BOB HOPE CLASSIC CITY ENGINEER " RCE "2.% 7:30 A.M. TO 10:30 A.M. ONLY LEGEND ° CONES :r BARRICADE (TYPE 2) BARRICADE w/SIGN. ® OFFICER ® RSO UNIT ELECTRONIC MESSAGE DRAWING # 2 .N R I-- . v) Z 0 T w t� ALTERNAATE RCOUTE'4HEA°S" "NO RIGHT TURN AT JEFFERSON �NE 10' O.C. SSOOU w1HBOUND TRACFFIAHEADTRAFFI, • • USE MONROE STREET" r C20 LEFT LANE CLOSED AHEAD 500' FROM INTERSECTION 70 "NO LEFT TURN" . 250' 250' AVENUE .52 ® ° R188 "NO RIGHT TURN` 250' EMB 1000' _ C3o "LANE CLOSED` PLACE IN DIRT ON SHOULDER R17 "NO LEFT" R16 "NO RIGHT AT INTERSECTION N 0 a 4 0: u— w DES ONED BY: RJV RECOMMENDED BY: SDS . VED BY: CITY OF LA QU I N TA N'l( JEFFERSON ST & AVENUE 52 CHRIS A. VOG DATE - TRAFFIC CONTROL PLAN FOR BOB HOPE CLASSIC CITY ENGINEER RCE 44250 2:30 P.M. TO 5:00 P.M. ONLY