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4199-,NOTE:"_ With proper Validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS`, CONSTRUCTION (ENCROACHMENT) t 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: Aunuat 9. 2004 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Eisenhower Drive - From Intersection of Calle Tampico North 1,000 LV (Street address or Description of Location) PURPOSE OF CONSTRUCTION Streot Elemantary School for DESCRIPTION OF CONSTRUCTION Curb, Curb 6 Cutter, Bcoo b Pavo. Plan Set No. 03102 DIMENSION OF INSTALLATION OR REMOVAL run road ,uidtA 1,000 feat long SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN beptcober r. 204 Sketch (attach construction plans if appropriate) *See Attached Special Conditiouu APPROXIMATE TIME OF COMPLETION October 150 2004 ESTIMATED CONSTRUCTION COST $ 179,602.00 (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: .141 � CITY Or. LA0➢C9`PA� 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. :N. 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.6-2 J (/- -*OJA .) r te- `owl 8J /_ j el I Carley Cochin (760) 578-3215 Signature of Applicant or Agent Granite Construction, 38000 Nonroa Street, Indio, CA 92203 (760) 775-7500 Name of Applicant (please print) Business Address Telephone No: Same as Above Name of Contractor and Job Foreman Business Address Telephone No. 89 02501 Contractor's License No. City Business License No. NcSherry 6 Hudson GL 249218916 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 $ $1390.00 Permit Fee 100.00 Penalty 0.00 Cash Deposit -Surety Bond if required TOTAL: 0.00 $ 5,490.00 Receipt No. Received by Date PERMIT VALIDATION 4199 PERMIT NO. DATE APPROVED 0/12/04 EXPIRATION DATE G/12/05 DATE ISSUED�� • 7 y Administrative Authority Recorded by 11 Telephone: (760) 777-7075 Location of Construction: ew l�-�owe� - �fLopt j tR c�ra rn,� Of Cad ( le- 'rA PkP i -0 N ooi_i I two LF. Purpose of Con, {s�ruction: S fie Nt.A f o �,�_ ,t �� - >'cl,� F_tew .,�� , Description of Construction: C"1-8t CtkR-T3 = UU-thr-t- _6AV_ ` QAue_ l , S.'A- o. 63(07— Dimension of Installation or Removal: 9-DAD w t,DT9 l,aoo' LoNc) . Approximate Construction Start Date: g o—► o,( Approximate Construction Completion Date: o 'S o Estimated Construction Cost: S -7 9 Estimated Construction Cost shall includc the removal of all 61istructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name:- O_A,4ey tA_g +J Phone Number: �(dv . 5 7R 32c5 Name of Applicant: Applicant Address: s goiyv MC10 rpe_ Si f (�J Oi Ga 9 o'2ob Applicant Telephone Number- 75ao Name of Contractor: Contractor Address: CLp M use S(1'_ jL)n1.,73 GD . 922xi3 Contractor Telephone Number: '?(vo . %7S- 75,-rz.) Contractor State License Number.: Contractor City Business License Number: 0025o ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: cg Office Use Only: Inspection Fee: J p� Permit Fee: As -Built Deposit: Dust Control Deposit: Credit ount: Office Use Only: Assigned Permit Number. Approval Date: Expiration Date: Issue , Date: Administrative Authority: ' TOTAL FEE DUE: r l_i 9O, J I 08'%08704 : 03':"S1pm: ;, P . ' 003' . y _�._.— :._ .. DATE (MhVDO/Yy) Ac®� CERTIFfGATE OF• LIABILITY I:NSURANC. GRA ID_M2R27 .' 09/25/03 PRODUCER, _ - _ . THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Mcsherry 6 Hudson ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE License #0056172 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 575 Auto Center Drive ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Watsonville CA 95077 INSURERS AFFORDING COVERAGE Phone:831-724-3841 Fax:831-724-7574 INSURED INSURER A: Valley Forge Insurance Co. GRANITE CONSTRUCTION COMPANY P.O. Box 50085 Watsonville CA 95077 COVERAGES INSURER B: INSURER C. INSURER D: INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN 155Utu To mt msuntu nipm -Amuvr runt I MC rULF-T rr-K;ULJ INUN A I CU. NV I VVI 1 na I ANUING . 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 O nl u^IFe ArraFMATF I FMTs SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER PATE MMIO DATE MMlDO/Yl I LIMBS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILM CLAIMS MADE FX OCCUR X Contractual Liab GL 2 4921 89 16 - VZR ISO rOR( C00001 30/01 HAOAD r0AM PPTY DAtA►GY 10/01/03 10/01/06 EACH OCCURRENCE $ 2,000,000 FIRE DAMAGE (Any one fire) S 2,000,000 MED EXP (Any one person) S NIL PERSONAL & ADV INJURY s 2 , 000 , 000 X XCU Hazards GENERAL AGGREGATE $ 10 000,000 GENL AGGREGATE LIMIT APPLIES PER; POLICY .JET 1 I LOC PRODUCTS • COMPIOP AGO S 2,000,000 A AUTOMOBILE LIABILITY X ANYAUTo ALL OWNED ALTOS SCHEDULED ALTOS X HIRED AUTOS X NON -OWNED ALTOS X Contractual Liab BUA 2 4921 89 47 PEA 130 rON4 C"001 10/01 10/01/03 10/01/06 COMBINED SINGLE LIMB (E'eCidQ"O s 2,000,000 BCOLY INJURY (Per person) $ BCCILY INJURY (Per xc deng S PROPERTY DAMAGE (Per a=idenQ S . GARAGE LIABILITY -d ANY AUTO I AUTO ONLY - EA ACGDENT s OTHER THAN EA ACC J AUTO ONLY: AGO S S EXCESS UABILTY, • ' OCCUR ❑ CLJUMS MAC= DEDUCTIBLE RETENTICN S TEN 110) IS IN THE EVE NONP,AYh1ENT i J EACH OCCURRENCE J NOTICE VALL EE'G)VEN A; ;MGATE `IT OF CANCEL1AT04 FOR OF PEAL' J i S S s S A COMPENSATION AND EMPLOYERS'LIABIUTY WC 2 4921 82 67 5TATUWORKERS I I X: TOR LIMITS I X I ER 07/01/03 1 07/01/06 ? E.L.EACH ACCIDENT I E.L. DISEASE - EA EMPLoyEd E L CISEASE _ POLICY LIMB S 2,000,000- S 2,000,000 S 2,000,000 OTHER I I ' I DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES CERTIFICATE HOLDER I Y I ADDITIONAL INSURED: INSURER LETTER: - L'ANUtLLA I IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EiPiRATION• DATE THEREOF, THE ISSUING INSURER WILL SAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 1 1McSherry.f. Hudson ACORD 26S (7/97) CACORD CORPORATION 1988 From Facsimile Number 760-775.7673. 1f you have any. problems -with this transmission, please contact sender`at760!-775-7500. , MAZk_r_T4-= J=ZS Granite Construction Company / 38000 Monroe St., Indio, CA 92203 / .Ph: 760-775-7500 PERMIT NO4199 Eisenhower Drive/Street Improvements/Calle Tampico Elementary In addition to the standard permifconditions, 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. Granite Construction, Inc (Carley Cechin), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. This permit or copy of it shall be on the work site for inspection during the actual work performed. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board- shall be provided for the commuters 48 hours prior to the start of traffic delays. 6. 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 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. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial Street-(ie any 4 lane street)'before 8:00 a:m. 7. Work within.500 feet -of 'a signalized intersection shall be performed 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) 2757-6894 if signal operation at the intersection is to be altered'in anyway. '8. 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 aresult of work performed under this permit. Special Conditions Page 1 of 5 PERMIT NO.4199 Eisenhower Drive/Street Improvements/Calle Tampico Elementary J .. 9. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall .be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. 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 bf -two (2) travel lanes of paved surface shall be maintained at all times. 10.. 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. 11. 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. - 12. 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 backfille&with pipe bedding material. B. Backfill materials shall 'be brought; to or maintained at 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. Special Conditions Page 2 of 5 PERMIT NO.4199 Eisenhower Drive/Street�Improvements/Calle Tampico Elementary, 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. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations -within the open length of trench. F. The depth of the randomly selected compaction "tests shall: also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If. any compaction test fails, previously placed backfill (in the'same length'of open trench or . previous lengths of trench) which is represented by the failing test (as determined by the City Inspector); shall be tested for compliance with compaction requirements. 14. All costs incurred due to the conditions, above shall be borne by the Perrriittee. Copies of all test results shall be furnished to the City Inspector._ 13. , All- excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing. travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that" which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a.length of excavated trench, not to.exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, ,etc., shall be replaced to its original condition. 15. Access and egress to all local.properties shall be maintained at all times. r Special Conditions Page 3 of 5 PERMIT NO.4199 Eisenhower Drive/Street Improvements/Calle Tampico Elementary '16. 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 -(I) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than ' existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base; meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction: The replaced pavement and base material shall,be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using City approved 3/4" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the,City prior to its placement. D. Cold -Mill and Overlay -The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the.existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the .trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in- a'parking, lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10, low in anticipation of grinding and capping. ` . Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced ,in• kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic'signal' loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 4 of 5 PERMIT NO.4199 Eisenhower Drive/Street Improvements/Calle i Tampico Elementary 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 limiffor 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 ifmaking 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. The City of La Quinta reserves the right to revoke, suspend or void thispermit at any time. 20. The permittee shall indemnify; hold harmless and assume the defense of the City from-all.damages, delay -costs, costs or expenses in law or equity that may arise out of work under this permit. 21. If it is the intent of the permittee. to cut. the pavemment and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from . the City to� perform the required restoration work: Special Conditions Page 5 of 5 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4199 The followina shall always apply:. ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever 'construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced 'street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of.La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF' DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times.to provide limited access for the adjoining property owners and emergency.vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee.shall be notified the City at (760) 777; 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed -work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with (" N/A **) inches of A.C. paving placed on ( ** N/A ") inches of ( '* N/A "`) aggregate sub -base course having an "R" value of not less than ( ** N/A ".) and in conformance with the City of'La Quinta Road Improvement Standards and Specifications, Ordinance #461. ❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (.1'). ❑ R6 GRADE CHECKING: City of La Quinta shall. check grades upon receipt of plan and profile and/or grades.as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road_ paving shall be two and a half inches (2 Yz') of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces,to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® RI PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ RI BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in, any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction/Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain' the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If.so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated'January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. l ❑ 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 ( 4) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be .applied, over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of.La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall.be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. I ! Eisenhower Drive Calle Tampico • � ,'Phase 1� - r ,,„ *Traffic Control .tee-./�-�1.j + ~.t' • - ,- • PRIVATE DRIVE WAY' ' 1 }•• • ' � +- r, � . r - � Y ` „ . s f ' a � =Existing . + _ . '-I' - • r - F.. c i •!, s •!' - - _ ! - �+� - - Painted r - - _ ` - ' r. , - •' Median `, ry C13 CR-1 CR2- .--' _ • _ -- - - t- mod j •- C18 '•C21.C17 :CR-1 �CR-2 _• h ,.• � r., _.,. �`; • M ?}• EISENHOWER DRIVE ,{ •� 'i_ • rN. a �d- ` -. M .. { •^`'. fir - .• CALLE TAMPICO 1 .r•.. .� " , !;' A... •. v• ' -� '1•.7,� `'" - - 'J•-� - ray - -1. • +..'. ._i' - �.,r ' - ,.•�.,. _ - � + .� ;NOTES 4 ,a i • LEGEND Delineators -Construction Signs, Taper Length; and Deilneator Spacing PerCalTrans Standard Plan T12 { - -io., Directlon'of Travel C18 Road Construction Ahead :': ' ' �� i { �.• Slgnas,Noted R C21 Single Lane Ahead,- �. Flashing Arrow Sign <" End Construction'tFF yyork Zone s r CRA Sidewalk Closed h ' 1 �! + CR-2 Bike Lane Closed r��, ' C17 -25 mph Zone - t r r �, r �, +• , -. -� P.O. R.ox.,1504 LA QUIN=TA, .CALIF0RNIA 92247-1504 �rFy Ea� 718-495 CALLS TAMPICO (760) 7,77-7000 OF TH LA QUINTA, CALIFORNIA 92,253 FAX (760) 777410,1 March 29, 2006 . NOTICE TO PROCEED David Chadbourne, .Estimator Steiny &' Company; Inc. 12907 East Garvey Baldwin Park, CA'91706 Traffic Signal Replacement.at Eisenhower Drive/.Calle Tampico Desert Sands Unified School District Amount .of Traffic Signal Pole. Replacement: $13,505.0.0 You are herebynotified to commence work on the referenced.:work identified on . the attached'. Purchase Order No. 00928. - Please provide a schedule identifying significant dates .up to and including the completion • date .for the traffic signal pole. replacement. Dated this 291h day of March, 2006 B Timothy . Jo a son, P.E. - Public Works Director/City Engineer ACCEPTANCE OF NOTICE Receipt* of the. foregoing Notice. to 'Proceed is hereby acknowledged and returned to the City of La Quinta by the undersigned. Dated this day of , 2006 By: Name: Title: cc: Danny Escalona, Construction. Manager Ed Wimmer,, Interim Principal Engineer Project File, Permit '#4199 ;f PURCHASE •ORDER CITY OF LA QUINTA r P.O. BOX 1504, LA QUINTA, CA 92253 (760)777-7000 SHIP TO A 78-495 Calle Tampico, La Quinta, CA 92253 (760) 777.7000 78-450 Ave. La Fonda, La Quinta, CA 92253 (760) 564-0096 78-160 Francis Hack Lane, La Quinta, CA 92253 (760) 777-7075 VENDOR NAME and ADDRESS: S,teiny & Company, Inc.. 12907 East Garvey Baldwin Park, CA 91706 (626) 338-9923 PAX (626) 338-8343 NF 009?9 IMPORTANT Show above Purchase Order number on all shipping containers and correspondence. This order Is subject to the terms and conditions shown on the face hereof. Vendor Number: DATE '3/ 17 /06 DATE DELIVERY REQUIRED F.O.B. POINT TERMS Eisenhower/Tampico ITEM QUANTITY I REQUIRED QUANTITY I RECEIVED UNIT DESCRIPTION WAREHOUSE STOCK NUMBER UNIT PRICE AMOUNT 1 1 EA Replacement Traffic Signal Pole at Usenhowegr• Drive and Calle Tampico i 13,505.00 1$13,505.00 'Raoul' Martinez SALES TAX Prepared 8y Department Director or Authorized Person !J TOTAL $13, 505 .00 INSTRUCTIONS TO VENDOR 1. Submit all invoices in DUPLICATE and mail to the attention of the Finance Dept. P.O. Boz 1504, La Quinta, CA 92253 2. Separate invoice must be submitted for each purchase order. i 3. Delivery must be prepaid to destination indicated unless otherwise stated. ` �. �" fµ� Z`,t PURCHASE ORDER EXCEEDING $999.99 IS NOT VALID Signature Date UNLESS SIGNED BY THE FINANCE DEPARTMENT DEPARTMENT USE ONLY t Section 3.12.240 of the La Ouinta Municipal Code states that purchase orders in An amount greater than $2,501 and less than $25,000 require 3 informal bids. If the amount of this Purchase Order is between $2,501 to $25,000 please list the 3 vendors contracted and the price quoted. _ VENDOR PRICE QUOTE ITEMS ACCOUNT NUMBERS AMOUNT TOTAL Steiny & Company, Inc. 13,505 all 101-7000-322.60-00 13,505 $13,505.00 *Emergency Single Source VENDOR - WHITE FINANCE - YELLOW PURCHASING - PINK DEPARTMENT'COPY - GOLDENROD PD CITY Qf:LA QUINTA :.. - . RUBLIC,VVORKS DEPARTMENT :. ENCROACHMENT -PERMITNUMBER 'DATE EXP DATE,'- ACCEPTANCE DATE .r ,:' INSPECTOR. 4199 8/9/2004 8/12/2005 MIKE ONTRACTOR NAME:. CONTRACTOR CARLEY CECHIN, GRANITE 'CONSTRUCTION INFORMATION - ONTRACTORADDRESS: INSPECTION FEE: CURRENT $5,390.00: 3800. MONROE -STREET ONTRACTOR;CITY CONTRACTOR STATE. CONTRACTOR ZIP `_ '; ;0 PERMIT FEE: �. $100.00. INDIO �. CA :, (92203. (. ONTRACTOR TELEPHONE:- "CONTRACTOR LICENSE: CONTRA&ORS:STATE' . PENALTY: 760-775-7500 89 -LICENSE CASH DEPOSIT /SURETY TRACT/PARCEL NUMBER PERMIT TYPE ` ` BOND: - SDP/CUP/ ETC: - ` -IMPROVEMENTS $0.00. OFF. SITE STREET, € PPLICANT NAME:,, - APPLICANT TOTAL FEE AMOUNT: CARLEY CECHIN; GRANITE CONSTRUCTION ='` INFORMATION PPLICANT:ADDRESS - 3800 MANROE' STREET '. APPLICANT CITY: APPLICANT STATE, APPLICANT ZIP CODE: x INDI � O CA 22 , 9 03 .. . Q. .APPLICANT-TELEPHONE:- 760-775-750Q DESCRIPTION i EISENHOWER DRIVE - FROM INTERSECTION OF CALLE TAMP ICO`NORTH 1,000 LF.', SE°ARCH PERMITS Bl'°TRACTNUMBER - STREET IMPROVEMENT, FOR ELEMENTARY "SCHOOL. CURB, ,CURB:&GUTTER, BASE -&-PAVE PLAWSET 03102 FULL ROAD WITH 1;000 FEET LONG �. „ • SEARCH PERMITS'BY`AP�PICANT - s MONK �HLY'EXPIRE , PERMITS. ►�' MAIN MENU aFr r _ 1 TRAFFIC SIGNAL POLE 1 $13,505.00 $13,505.00 REPLACEMENT $0.00 $0.00 TOTAL $13,505.00 lk� P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 March 29, 2006 RECEIVED David Chadbourne, Estimator, APR 0 4 2006 Steiny & Company, Inc. 12907 East Garvev Baidwin-Park RECEIVED APR 2 6 2006 PUBLIC WORKS (7 6 0) 7 7 7 - 7 0 0 0 FAX (760) 777-7101 NOTICE TO PROCEED Traffic Signal Replacement at Eisenhow.e,r*Drive/Calle Tamoi&&-, Desert Sands Unified School District Amount of Traffic Signal' Pole Replacement: $13,505.00 Y6 ut a r e: h-e"he b Y";. n- o . t if i dd't6, 66 rh m. bhbb w6tk'6n.the referenced work identified on the attached Purchase Order No. 00928. Please provide a schedule identifying significant dates up to and including the completion. date for the traffic signal pole replacement. Dated this 2 9th day of March, 2006:.1".':.r........................... . ......... B dTimothy W,loz4a/son, P.E. Public Works Director/City Engineer ACCEPTANCE OF NOTICE* Receipt of the foregoing Notice to 'Proceed is hereby acknowledged' and returned to the City of La Quinta by the undersigned. Dated this 08 day of Plr 1 :2006 By: ;,::Name: Richard Tesoriero Title: Vice President c:- Danny; C66�§ - tirdctidn Manager Ed Wimmer, Interim Prig , cipal Engineer Project -File, Permit #41'99,.- 'j • PURCHASE ORDER ' f CITY OFLA OUINTA 000928. P.O. BOX 1504, LA QUINTA, CA 92253 • (760) 777; 7000 SHIP TO - f. 78-495 Calle Tampico, La Quinta, CA 92253 (760) 777-7000 IMPORTANT -Show above Purchase 78-450 Ave. La Fonda; La Quinta, CA 92253 (760) 564-0096 Order number on all I 7A-1An Francis Hack I anA I n nuinta rA 5199s51 17Am 777am� - .. VtNUUH NAMt and AUUHt55: Steins & Company, Inc. ,12907 Ea::_ Garvey Baldwiii Park, CA 91706 (626) 333-9923 FAX (626) 338-8343. shipping containers and correspondence. This order is subject to the terms and condftions shown on the face hereof. - Vendor Number: a DATE 3/17/06 DATE DELIVERY REQUIRED F.O.B. POINT TERMS Eise%trtower/Tainplco ITEM QUANTITY I REQUIRED QUANTITY RECEIVED UNIT DESCRIPTION WAREHOUSE STOCK NUMBER UNIT PRICE AMOUNT EA ep3: cene_tt T>:ai`;_c S3g'na1 Pole, "at - Eisenhower Drive and Cal -le TamP: i co . ... Y aou?ar_iuez Prepared By partmenl Vor or Authorized Person .INSTRUCTIONS TO VENDOR 1. Submit all invoices iri DUPLICATE and mail to the attention of the Finance Dept. P.O. Box 150 , Quip a CA 92253 2. Separate invoice must be submitted for each purchase order. 3. Delivery must be prepaid to destination Indicated unless otherwise stated.. PURCHASE ORDER EXCEEDING $999.99 IS NOT VALID Sig tun, , UNLESS SIGNED BY THE FINANCE DEPARTMENT VENDOR -WHITE FINANCE• YELLOW PURCHASING - PINK DEPARTMENT COPY - GOLDENROD $13,505.00 SALES TAX TOTAL $13,505.00 3 2-/ ate Y f- •' ` .'wr a .' j ,. [,..q•I ,� , -. '- �, Eis T ` ♦ •j " � ~ ' ',1` - I '! • C #' ` . * 1, • ,! ' Y-� ., "' " .. y PRIVATE DRIVE WAY.T F .:::::.: hower Drive r�' ` 07126t24 e Tampico Job # 2003=21 'hale 2 fic Control - + , } ,!^' ''' "'a• - 1 �1 S • f•'�� _ - ,)r. . Y� • . ,•i r r,ir f_ « f �•1. • 1 , yy, •y _ � �4 a _ -r 'K 3 .�, f>• T 1' r �, ! ♦ d �,i ti � . } L _ -- c - 7 cis C21. C17 o .n y w _. 4.; _°, .Si ti.. { r r -}La c • a : W • EISENHOWER DRIVE+:y d` }" •.C13-- .i • ,' r- V • ,� ,� - O T i,-: �: ,' y �^ may... ♦ ~ _1 • . i _ - _, .. ♦ :�., C13 r 1C18- .a - {. •.r _ r 4:.•. •. _ rx, r. e, .. •' ,. ` a ' •+i - I. "` <�f '. • '.i " ;• '.y y,"ti '� ~ k . ' - -' _J •`t'" _ _ .V. t_ u V .; �, r � ; _ • ..}, iy" ..r T ` S' h .. , � • •', ' • .. • e � ' J. ' - ' _ 5 r 7 . - }• • -. y • " _ y r r • ; j� � �. ^' 1 ry . `r ., f • , r. CALLE TAMPICO t v �� e S `' _ ` s• .• F < .. < _ _ - �,.. { , - '1 L. _ .'J i • , 6•TV` 4' < „1j44 ' {+" ,y,: +I`t •: " a1 • . .•� '9t rw ' ' .f '. •ry •• I ~t L .;.. -r- �'. -. ' ''T + .: _ _ :4n * •; µ s, -°. �'�_. ' - L Y . , r f'l ; } ^¢ .. - � .. '' ` - ! � " r a 'Si" • "' a . _ s � 3 ,j • .A � r .�. !'Sy . } I -. • _ � a. 1\OTES y r• • LEGEND 1 '' �• : " ♦ �. ' x `e'• Construction Signs and Delineator Spacing Per,CalTrens Standard t Plan T121 t ' Delineators r n•,, t " •' +_ �. w . . .s , ,• {fi 1 s C18 - Road Construction Ahead t [ni e Direction of Travel • f'f .' C21 Single Lane Ahead ` .c • , ';' r a. " �' . Sign as Noted „ '" • ` ' C13 End Construction' a y F "' ; mD Flashing Arrow Sign r r' »r �' ._ c+ t• , ' a ,! • , Y.... C17 25 mph Zone I 1i0: Work'Zone .. �r�. •.fie iy : *ar � .,,; ,, _. .. � • r � {, y. r `- - ' -� r '_ .. - - .-oi,. *,. _ •. _a; F ,t jig -