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2487I, t NOTE� � Wkh•°prol56r val ida tion 4 2 16is form constitutes an t —'CITY OF LA QUINTAencroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) J For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III DATE:_ July 8, 1996 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Avenue 50 between Madison & Washington -- 40 locations (Street address or Description of Location) 1 1 PURPOSE OF CONSTRUCTION Determine location & depth Sketch (attach construction plans if appropriate) of existing utilities DESCRIPTION OF CONSTRUCTION Excavate potholes down to existing utilities See attached conditions DIMENSION OF INSTALLATION OR REMOVAL 3 X 3 max. See attached plans 3' to 5' deep max. * Rote Special Condition 11 SIZE OF EXCAVATION, IF NEEDED 3' X 5' max. APPROXIMATE TIME WHEN WORK WILL BEGIN 7/10/96 APPROXIMATE TIME OF COMPLETION K� ESTIMATED CONSTRUCTION COST $ j (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 applic915-11—ecul s and regulationsl�of the City of La Quinta and to pay for any additional replacement necessary as the result th.- or Z. i t. Signa of Applicant or Agent Hendrickson Construction Inc. 68379 Kieley Rd. Cat. City, CA (619) 328-1747 t j,Name of Applicant (please print) Business Address Telephone No.. Tim Lewis Same ' Same Name of Contractor and Job Foreman Business Address Telephone No. Y 654167 - A Contractor's License No. 194 City Business License No. 1. Willis Corroon Corp. pf Orange County 104833922 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by $ 320. 10. $ 330. Date 12 1996 PERMIT V PERMIT NO. 2.487 DATE APPROVED 7/8/96 EXPIRATION DATE /1/94/54 9/1/96 DATE ISSUED If 7/8/96 Administrative Authority Recorded by 11 TELEPHONE: (619):9=2MW 777-7075 �,. .; , . n NOTE: With prover varrdauan this -form mnnnutn an CITY OF LA f1UINTA snemaonmsrrt carmR APPLICATION FOR PERMIT -PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For chs =Mrucow of public or boots curft ddwan% Oavwwo. swf> o" POWM lo& swwn, wear rrrsirrs and other like.oublle wort impfovemynu in eonnowan wtm MINOR IMPROVEMENTS and APPROVED SUBDIVIS10Ns •' Zar Subdivisiontmorvvonstw fornit —Cast 111 Minisr•ImpoanwK FA u Cass IV •11am .00fflw or oa wq pmm zom_=�o' PURPOSEOF Cpfw��ry�..��p�UCi� or noun tattich conswemn otsha if approprlstH �i r'4i S/i'T,n /tri �f�c �� DIMENSION OF INSTALLATION O RE IOVA Q_ rWA � S12E OF EXCAVATION. IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST i (lf"NU p rgffw l of ON obsvumort, MOWNW and abris. bocos0 % ams - Oman and o4aM pw""nonit fssUdwjnfl and/or room" unwwMrAnal In eon"waton of the ww" of ibis pwnm the aopliesns helebr eRew te: ine�murlt,. arr w taw ate Curr. ro �aap �. Nrre♦r� mow. w ametewee. funar� from w �f>� aw w err sow "M Iwaawm at ram tttemtrtle from loom Or OBUR seaem w W10" OVA d emr aoeers. WIND Or lO o�aarre err Ofepia► "DOWN Or onviff" as a omonow non M emv eras urowwooam'ttttrer vn owrepo orpmrama a oo afrtetwaea NapN OM AOrwatnMrOV AVOW 0as ram twwwWew 1240 %WjM a eerare a/ eta amts VAUM wmrt tart be aeric. Cmnsv We w 00 0680@08 CO OidMwwa pre twrt0 wr, a@rANO M Of tin Oarrmm w So aspt No wpo=w p of Are ON er 1.a Ck"", win d oar ft am eaelRro w toolmw"M nmv a ow OEM" wee. Aopiant or Awns 619-328 1747 X uFNT)RTC:KgnN C.QNSTR11CTTf1N INC.68379 Kieley Road Cathedral City Ca 92234 Name of Aporrcant lolease goNt0 Btrwwo AddnM Tdootwo Ns. X TIM LEWIS same same Name o*Comrsaor ane Job Foreman SuMmss Addres Tdochoro Nis. X• 654167 — A X. 194 Commoors Licante Ne. CW Business Limss Nisr A Willfs Corroon Corp of Orange County .)c 104833922 Am"nrslnwranaConrww CY" Llaett`1 rl . Pe6ryNwhbr FEES: Subomtea r tmorowrrwR Permit —Cas ill Public imorowrrwrM 3% of ft umetsd awwvuaim emo PAaa boprovementc 3%of fesiarod eoravueoon ooso Miner Imarove nertt PWM—Qasa IVs Sae attsehed seho" Imacaon Fee t r/l� PerrnR Fee to I Penalty Cash Oeooat•Suraty flood it requw0 TOTAL: Reoarot Na Rowwoo by Roaerwd by 130 E. pi PERMIT VALIDATION PERMIT NO. OATE APPROVED EXPIRATION DATE OATE LSSSIED Adminismare AutlMM TELEPHONE:1611i1 rsiod t ,t t I • r I The following General and Special Provisions are attached to and made a part of Permit No. L O GENERAL PROVISIONS The following shall always apply: ENROACHIIIENT 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: R1 NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. R2 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 concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. R3 UTILITY CLEARANCE- (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with 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. 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 (_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. R9 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. 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. 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 with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. SPECIAL CONDITIONS --PERMIT NO. 2487 ---HENDRICKSON CONSTRUCTION --- In addition to the standard permit ;onditions, the following shall apply: 1. All work shall be performed in accordance* with the latest edition of the Standard Specifications For Public Works Construction. 2. 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. Contractor shall comply with the local noise ordinance. Operation and maintenance'-' of equipment within one half mile of human, occupancy shall be performed only during the following time periods:- October eriods: October 1 st to. April 30: May 1 st to September 30: Monday -Friday Saturday Monday -Friday Saturday 7:00 a.m. to.5:30p.m. 8:00 a.m.- to 5:OOp.m. 6:00 a.m. to 7:OOp.m. 8:00 -a.m. to 5:OOp.m. Work shall be prohibited on legal holidays including Sundays. 5. Permittee/contractor 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. 6. 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). It shall.be the permittee's responsibility to detour and barricade this site. Traffic control plans shall be submitted by permittee for work -occurring within any signalized intersection or for work requiring. lane closures. Traffic control shall be inspected prior to commencing any work. 7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be maintained with flagmen at all times. 8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133. 9. Should additional work, materials, or modifications of the work be required in order to meet city standards, safety requirements, signage requirements, or to fit actual field Special Conditions - Permit No. 2487 Page 1 of 2 SPECIAL CONDITIONS ---PERMIT NO. 2487 (continued) 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. 10. All work shall be coordinated with the City's inspector and others working within the area as directed by and to the satisfaction of the City. Engineer. 11. Backfill compaction shall conform.with Section 306-1.3 of the Standard Specifications For Public Works Construction (SSPWC). All backfill soil shall be crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the SSPWC. Native soil shall not be used as a backfill material. Compaction tests (one per pothole) shall be provided for areas of excavation large enough to accommodate compaction equipment. For areas of excavation smaller than that which would accommodate compaction equipment, controlled density fill (CDF) or any equivalent sand -slurry mixture shall be used. As an alternative, CDF or its equivalent may be used for all areas of excavation, eliminating the need for compaction testing. 12. All excavations at or near the travel way shall be backfilled and paved at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the traveling public. 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. Permanent pavement replacement section shall be one inch greater than existing. Special Conditions - Permit No. 2487 L Page 2 of 2 Project Utility Potholing - Avenue 50 . Job No. Encroachment Permit #2487 Client CVWD Contractor Hendrickson Construction Project Mgr Tim Lewis DAIL*ONSTRUCTION REPORT DATE 8/12/96 WEATHER TEMPERATURE HUMIDITY DAY S M I T W TH F $ Time 2:00 r. x I To 32 I 50-70 70-85 Brite Clear Overcast Rain Snow X Time 2:00 r. Representing City of La Quints Representing To 32 32-50 50-70 70-85 85 up x Still Moder High Report No. X Dry lModerlHumid X AVERAGE FIELD FORCE Name of Contractor Hendrickson Non -Manual Manual 3 Remarks Chuck and crew VISITORS Time 2:00 r. Representing City of La Quints Representing Remarks M. Fuller EQUIPMENT AT THE SITE Melroe Bobcat M610 mini backhoe, truck, miscellaneous equipment CONSTRUCTION ACTIVITIES Utility potholing , 2:00 Contractor has resumed construction activity - no notification given to department regarding contractor's construction schedule. Contractor has closed left east -bound lane of Avenue 50 for construction .area to approx. 300' from Park Ave. intersection. Traffic control is adequate. Contractor has excavated 5 potholes for utility line locations today, with 3 already backfilled and patched. The next 2 pothole locations are -to either side of a traffic loop - advised contractor of need to protect traffic loop in place. Advised contractor to have adequate traffic control for work within the Park/Ave. 50 intersection. Contractor expects to begin work in'intersection.by 10 AM 8/14. Distribution: 1. Project Manager 2. Field Office 3. File 4. Client F:\pwdept\staff\fuller\inspections\960812b By: Marcus Fuller Page 1 of l.. Pages Title Assistant Engineer I Project Utility Potholing - Avenue 50 Job No. Encroachment Permit #2487 Client CVWD Contractor Hendrickson Construction Project Mgr Tim Lewis DAIL*ONSTRUCTION REPORT DATE 8/13/96 WEATHER TEMPERATURE HUMIDITY DAY S I M I T I W I TH F S Time 9:50/3:10 Representing City of La Quinta x To 32 32-50 50-70 70-85 Brite Clear Overcast Rain Snow X Time 9:50/3:10 Representing City of La Quinta Representing To 32 32-50 50-70 70-85 85 up x Still Moder High Report No. LX Moder Humid VERAGE FIELD FORCE Name of Contractor Hendrickson Non -Manual Manual 3 Remarks Chuck and crew VISITORS Time 9:50/3:10 Representing City of La Quinta Representing Remarks M. Fuller QUIPMENT AT THE SITE Melroe Bobcat M610 mini backhoe, truck, miscellaneous equipment CONSTRUCTION ACTIVITIES Utility potholing 9:50 Arrived on job site; contractor has proceeded with potholing activity east on Avenue 50. Left east -bound lane closed to traffic; traffic control up and adequate. Contractor has excavated one pothole trench, approx. 4'x 12'. Contractor is encountering 14" + of a.c.- within this area of Avenue 50. Work area is proceeding closer to Park Avenue intersection; expect work to begin in intersection on 8/14. 3:10 Returned to job site; no work in progress. Contractor not present. 4 potholes have been backfilled and covered with cold mix. Area is open to traffic. Today's work area slightly dirty - contractor has left some debris on road surface (excess cold mix); will notify contractor of need to keep work areas clean at end of day. Distribution: 'L Project Manager 2. Field Office 3. File 4. Client By: Marcus Fuller F:\pwdept\staff\fuller\inspections\960813c —.. Page I of I Pages Title Assistant Engineer I Project Utility Potholing - Avenue 50 Job No. Encroachment Permit #2487 Client CVWD Contractor Hendrickson Construction Project Mgr Tim Lewis DAILI*ONSTRUCTION REPORT WEATHER TEMPERATURE HUMIDITY DATE` 8/14/96 DAY S M T W TH F S Time 10:00/11:05/ 2:00/3:15 To 32 32-50 x 85 up Brite Clear Overcast Rain Snow Remarks Chuck and crew x VISITORS Time 10:00/11:05/ 2:00/3:15 To 32 32-50 50-70 70-85 85 up X Still Moder High Report No. x lHurnid DryModer X " AVERAGE FIELD FORCE Name of Contractor Hendrickson Non -Manual Manual 3 Remarks Chuck and crew VISITORS Time 10:00/11:05/ 2:00/3:15 Representing City of La Quinta Representing Remarks M. Fuller UIPMENT AT THE SITE Melroe Bobcat M610 mini backhoe, truck, miscellaneous equipment CONSTRUCTION ACTIVITIES Utility potholing 10:00 Arrived on site; contractor has excavated 2 pothole trenches to either side of traffic loop in left east- bound lane of Ave. 50. Traffic can proceed left onto Park Ave. Next pothole location is in the center of the intersection of Ave. 50 and Park Ave. Traffic loop was not effected by potholes. Both have been backfilled, contractor in process of backfilling with cold mix - compacting with a wacker. Work areas from yesterday have been cleaned up. 11:05 Returned to job site; contractor has moved to center of intersection. Traffic control is up; adequate for contractor's needs. Work time in intersection was limited to 45.minlites. Traffic was allowed to turn left and/or right through intersection despite work area in center. Pothole was backfilled and patched with cold mix. 2:00 Returned to job site; contractor is backfilling next 2 potholes - east of the intersection. 3:15 Returned to job site; no work in progress. Contractor not on job site; 16 excavations have been made at this time - in the left east -bound lane of Ave. 50 from the Canal to Park. All temporary patches appear adequate Distribution: 1. Project Manager 2. Field Office 3. File 4. Client F:\pwdept\staff\fuller\inspections\960814a By: Marcus Fuller Page I of I Pages Title Assistant Engineer I � Col- • o 0 U cFni OF �4 DAIL*ONSTRUCTION REPORT DATE 8/15/96 WEATHER Project Utility Potholing - Avenue "50 . Job No. Encroachment Permit #2487 TEMPERATURE Client CVWD Contractor Hendrickson Construction WIND Project Mgr Tim Lewis HUMIDITY DAY S I.M I T W TH F S x Representing City of La Quinta Representing I I x 50-70 70-85 Brite Clear Overcast Rain Snow VISITORS x Representing City of La Quinta Representing To 32 32-50 50-70 70-85 85 up x Still Moder High Report No. " x I - Dry Moder Humid X VERAGE FIELD FORCE Name of Contractor Hendrickson Non -Manual Manual 3 Remarks Chuck and crew VISITORS Time 9:15 Representing City of La Quinta Representing Remarks M. Fuller EQUIPMENT AT THE SITE Melroe Bobcat M610 mini backhoe, truck, miscellaneous equipment CONSTRUCTION ACTIVITIES Utility potholing 9:15 Arrived on site; contractor is proceeding with next 2 potholes east of last work area; appropriate traffic control is up - traffic is diverted. away from work area in left lane for approx. 300' past Park. Ave.. Contractor expects to complete 5 potholes "today, with 3 more to do on left lane (east bound); then will move to potholes neat canal off of pavement in east bound right lane. Permanent pavement work may begin next week. Wants to use 8" section of pavement - advised contractor I would check into requirements of asphalt replacement due to fact that 8-14" of a.c. was discovered in the field. Distribution: 1. Project Manager 2. Field Office 3. File 4. Client" F:\pwdept\staff\fuller\inspections\960815b Page 1 of • 1 Pages . i By: Matcus Fuller Title Assistant EngineerI Project Utility Potholing - Avenue 50 Job No. Encroachment Permit #2487 Client CVWD Contractor Hendrickson Construction Project Mgr Tim Lewis DAIL*ONSTRUCTION REPORT 15 : .i t TEMPERATURE HUNIIDITY DATE 8/20/96 DAY S M I T W TH F� x Time 8:55 I x I I I 50-70 I I Brite Clear Overcast Rain Snow x Time 8:55 Representing City of La Quinta Representing To 32 . 32-50 50-70 70-85 85 up x Still Moder High Report No. x Dry Moder Humid X VERAGE FIELD FORCE Name of Contractor Hendrickson . Non -Manual Manual 3 Remarks Chuck and crew VISITORS Time 8:55 Representing City of La Quinta Representing Remarks M. Fuller EQUIPMENT AT THE SITE Melroe Bobcat M6.10 mini backhoe, truck, miscellaneous equipment CONSTRUCTION ACTIVITIES Utility potholing 8:55 Arrived on site; contractor is installing final permanent asphalt patch at all excavated utility pothole locations. Edges of excavations are coated with tack oil. Asphalt is compacted and flush with street surface. Granite t/2" a.c. material is being used. Contractor is replacing asphalt with existing section of thickness - which varies from 8 - 14" in some places. Distribution: 1. Project Manager 2. Field Office 3. File 4. Client F:\pwdept\staff\fuller\inspections\960820c By: Marcus Fuller .. Page 1 of 1 Pages Title Assistant Engineer I DAIL*ONSTRUCTION REPORT DATE 8/28/96 WEATHER Project Buena Ventura buried cable Job No. Encroachment Permit #2500 TEMPERATURE. Client GTE Contractor Hood Communications, Inc. WIND Project Mgr Dale Vandertui'g HUMIDITY DAY S I.M I T W TH F S Representing City of La Quinta I - Representing I x I 50-70 70-85 Brite Clear Overcast Rain Snow VISITORS j X Representing City of La Quinta I - Representing To 32 32-50 50-70 70-85 85 up x Still Moder High Report No. x Dry Moder IHurnid X RAGE FIELD FORCE _ I Name of Contractor Hood Communications r Non -Manual 1 Manual 3 Remarks Dale, Jason (foreman), 2 crew VISITORS j Time 9:20/11:05 Representing City of La Quinta I - Representing Remarks M. Fuller does not experience any traffic. ; will cut if bore not possible. ►mpacted, but a compaction test -.re made; also advised contractor is a County chip -seal surface). ; bore is approximately 40" below is in process of trenching for Pagel of I Pages Title Assistant Engineer I Project Utility Potholing - Avenue 50 Job No. Encroachment Permit #2487 Client CVWD . Contractor Hendrickson Construction Project Mgr Tim Lewis DAIL*ONSTRUCTION REPORT DATE 7/31/96 1i O:T�:� TEMPERATURE HUMIDITY S 1, M I T I W TH F S DAY x Brite Clear Overcast Rain Snow x VISITORS Time 2:00 Representing City of La Quinta Representing To 32 32-50 50-70 70-85 85 up x Still Moder High Report No. x Dry Moder Humid x VERAGE FIELD FORCE Name of Contractor Hendrickson Non -Manual Manual 2 Remarks . Chuck and crewman VISITORS Time 2:00 Representing City of La Quinta Representing Remarks M. Fuller UIPMENT AT THE SITE small backhoe, truck, miscellaneous equipment CONSTRUCTION ACTIVITIES Utility potholing, Avenue 50 and'Jefferson 2:00 Arrived on site to find contractor in the process of backfilling and compacting a -3'x6' trench at the northwest corner of Jefferson and Avenue 50. Reviewed traffic control for work area, found traffic control to be minimal at best. Advised Chuck (foreman) to be sure to review the WATCH manual or other traffic control manuals for traffic control plans for work within the paved area of the street or where a lane closure is required, (ie, further west along Avenue 50 near Park). Contractor did.not have such manual in hand; I loaned a copy of the WATCH manual to him to discuss the required traffic control plans for their future work on Avenue 50. Advised him that it would be likely that additional traffic control beyond their means would be required (ie. Tops and Barricades). Contractor will review manual with project manager. Contractor backfilling with base -material .and compacting in lifts with vibroplate, per conditions of the permit. Distribution: 1. Project Manager 2. 'Field Office 3. File 4. Client By: Marcus Fuller F:\pwdept\staff\fuller\inspections\960731 c Page I of I Pages Title Assistant Engineer I Project Utility Potholing - Avenue 50 Job No. Encroachment Permit #2487 Client CVWD Contractor Hendrickson Construction Project Mgr Tim Lewis DAIL*ONSTRUCTION REPORT DATE 8/1/96 WEATHER TEMPERATURE HUMIDITY DAY S I M T W TH F S Time 10:00/1:30 To 32 32-50 I I X Brite Clear Overcast Rain Snow Remarks Chuck and crewman X VISITORS Time 10:00/1:30 To 32 32-50 50-70 70-85 - 85 up x Still Moder High Report No. X Humid Dry Moder X VERAGE FIELD FORCE Name of Contractor Hendrickson Non -Manual Manual 2 Remarks Chuck and crewman VISITORS Time 10:00/1:30 Representing City of La Quinta Representing Remarks M. Fuller EQUIPMENT AT THE SITE Melroe Bobcat M610 mini backhoe, truck, miscellaneous equipment CONSTRUCTION ACTIVITIES Utility potholing, Avenue 50 and Jefferson 10:00 Arrived on site, contractor proceeding with potholing in left lane (eastbound) of Avenue 50. Adequate traffic control up for left lane closure. Lane open approximately 1/4 mile from Park intersection. 1:30 Contractor has completed 2 potholes and begun a 3rd, which will be completed tomorrow. Contractor advises that he is finding 8-12" of a.c. pavement within the street section for Avenue 50, in approximatley 4 layers. The potholes are backfilled and overlaid with temporary cold mix patches. Contractor plans on proceeding east on Avenue 50 towards Park. Advised contractor of important traffic control require- ments as they near that intersection. Contractor assured me that adequate traffic control will be provided. WATCH manual will be administered. Distribution: 1. Project Manager 2. Field Office 3. File 4. Client By: Marcus Fuller F:\pwdept\staff\fuller\inspections\960801 c Page 1 of 1 Pages Title Assistant Engineer I v CFn! Of Project Utility Potholing - Avenue 50 - Job No. Encroachment Permit #2487 Client CVWD Contractor Hendrickson Construction Project Mgr Tim Lewis DAIL*ONSTRUCTION REPORT DATE 8/2/96 WEATHER TEMPERATURE WIND HUMIDITY DAY S M T W TH F S Time 9:30/1:45 Representing City of La Quinta Representing To 32 32-50 x 70-85 Brite Clear Overcast Rain Snow X Time 9:30/1:45 Representing City of La Quinta Representing To 32 32-50 50-70 70-85 85 up x Still Moder High Report No. x' i Dry Moder Humid X I AVERAGE FIELD FORCE Name of Contractor Hendrickson Non -Manual Manual 2 Remarks Chuck and crewman VISITORS Time 9:30/1:45 Representing City of La Quinta Representing Remarks M. Fuller EQUIPMENT AT THE SITE Melroe Bobcat M610 mini backhoe, truck, miscellaneous equipment CONSTRUCTION ACTIVITIES Utility potholing, Avenue 50 and Jefferson 9:30 Arrived on site, contractor proceeding with potholing in left lane (eastbound) of Avenue 50. Adequate traffic control up for left lane closure. Lane open approximately 1/4 mile from Park intersection. . One pothole excavated to approximately '4', second pothole in process of excavation. 11:45 Contractor has completed construction on potholes, 3 backfilled and overlaid with temporary cold mix. Distribution: 1. Project Manager 2. Field Office 3. File 4. Client By: 'Marcus Fuller F:\pwdept\staff\fuller\inspections\960802a Pagel of 1 Pages Title Assistant Engineer I __ _ -- 5 - _ __ _ .._ .. -- - - - — - - -- - - �, : : :. , w , t - - :-_ .. . . _ , - .. 11 I. I , . :. _ _ ". , - r� . - . - ... - O V W � c M PLE Y�, D G D PH 50 3 C ) . - } v,'f. STA .1�� g�.00 P � 4 ST A A. -7 t- tf r S �7 { 2 Got.! p �l l 10,Oo '`7 n ..: - .: E X-tN 1 t L G Pt •� 12 Ili � 72 s -TP,. t +o # „ f, �l 5 75 �2toS I 2o.t'T s Py SrA 7 C) i GaN Du I T /v T EL X -INCA pt. :0 161115 j�L. X /N C . . _ 1n� 10 T r 1 1 s' CD �LE1.7EC. I I I _- -•,--- , I I I I I . 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