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7099Finance Revenue Code E-1 ceit,, 4 4 Q" ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 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 Minor Improvement Permit Class IV DATE:5/9/07 LOCATION OF CONSTRUCTION (Street address or Description): Cahuilla II Reservoir #6726-1; Avenue 58 and Jefferson Street PURPOSE OF CONSTRUCTION: 36-inch water main installation DESCRIPTION OF CONSTRUCTION: CVWD project number 10192-0002 -Drawing number 35394 0 1 DIMENSION OFINSTALLATION OR REMOVAL: 6' x 917' APPROXIMATE TIME WHEN WORK WILL BEGIN:June 1, 2007 TIME OF COMPLETION:July 31, 2007 ESTIMATED CONSTRUCTION COST: $216,412.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: A(ttb AOWON Nlil. 40 T&OP 7R_ Av5t-/C' C0171-'"6 P6,;112 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 at (760) 777- 7075. 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. Signat of Applic or Agent Shea Homes - Jeff Davies 60-800 Trilogy Parkway La Quinta, CA 92253 (760) 777-6005 (760) 272-9798 Name of Applicant (please print) Business Address Telephone No. Desert Pipeline 83-477 Avenue 62 La Quinta, CA 92253 (760) 399-5194 Name of Contractor and Job Foreman IBusiness Address Telephone No. 251658 Contractor's License No. Great American Assurance Applicant's Insurance Company FEES: Subdivision Improvement Permit - Class Minor Improvement Permit - Class IV M e. Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $6,492.00 $100.00 $0 $ 6, 592.00 1513 City Business License No. GLP 9252078 Policy Number c improvements: 3% of estimated construction costs e improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7099 DATE APPROVED: ,/VIPr 0-1 EXPIRIQN D�TE: 2v0 BY: � % i Administrative Authority �F �wa�rw PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Tract No: , Pr t Name: l.11tlA , zEgSg evol e Vicinity: �. 5• y _ e erSOki Purpose of Constructloq (Ex. Rough Grading, Offsite Street etc,) � �! VVVA ,n ' l n,Si e� �( Tt o P1 Description of Construction (Ex: See Plan Set No. 01234) C' V Wb 90.0-) �r LT ""� �E�t'�Z�QaaZ pw�... No. 3S3111 Dimension of Installation or Removal: EO K Q 1-7 Approximate Construction Start Date: U g. ( - Z O O Approximate Construction Completion Date: Zoo-7 Estimated Construction Cost: $1 1417— - Estimated Construction Cost shall include the removal, of all obstruotions, materials; and debris, back -filling, compaction and placing petmamr( resurfacing and of replacing improvements Contact Name: DA 04-3 Phone Number: '700 < Z7Z '9 '% Name of Applicant/Owner: S14SA b2mhl C Applicant Address: =0 mZ) `n2t1-o yt P, Applicant Telephone Number: `710D -7`7 7-loot 5 ► A COPY Or THE CURRENT INSURANCE. CERTIFICATE, MUST B' E PROVIDED -4 Applicant or Contractor General Liability Insurance Company: Applicant or Co nsurance Policy Number: 5<<o(azo4P0 j 6 Llp `i a 5-2 0__7 Office Use Only: Inspection Fee: 4 (0' a Z� Permit Fee: I DO . As -Built Deposit: 41 Dust Control Deposit: Credit TOTAL FEE DUE: I ip 1 5 9 2. Office Use Only: Assigned Permit Number: -7 Q p q Approval Date: Expiration Date: Issue Date: --AdministrativcAuthority:- - (o 7 7-4, - l � 7 0 f I Tentative Tract Map 30023 Water Main Improvements Avenue 58 City of La Quinta Des loin a`1 H 'hiKeftQX11S%- NO.&TWAll Z M. i Wafrek-UNDY&MA"'*e�tO in UNA% 36" Polyethene Encased Ductile Iron Water Main* 917 LF $236.00 $216,412.00 Subtotal of Water Improvements $216,412.00 Total Water in Avenue 58 $216,412.00 *Estimate includes paving removal, excavation, bedding backfill and repave. Assumptions: MSA Consulting, Inc. makes no representation concerning the estimated quantities on these plans other than all such figures, including all earthwork numbers are preliminary estimates only. The Engineer shall not be responsible for any deviations between estimated quantities and the actual quantities at the time of construction. Quantities are based on Water Improvement Plans dated: March 4th, 2007 3/5/2007 BID PROPOSAL Contract No. Shea Homes at La Quinta 60-800 Trilogy Parkway La Quinta, California 92253 Cahuilla II Reservoir 6726-1 12 MG Reservoir (145 Zone) Bid Addendum No. 1 La Quinta, California NAME OF BIDDER BUSINESS ADDRESS: yy\.A � �A q n � PLACE OF BUSINESS: 1 �— �t,0 e—"A-'- 6 PHONE NUMBER: LOCATION The Work referred to herein is for Cahuilla II Reservoir 6726-1 12 MG Reservoir (145 Zone), Shea Homes, City of La Quinta, California. The Work embraced herein shall be done in accordance with the aforesaid Standard Plans and Specifications of the Coachella Valley Water District Standard Plans and Specifications insofar as the same shall apply and these Special Provisions, the Notice to Contractors, the Proposal, the Contract Agreement, Technical Specifications and any other supplemental agreements amending or extending the Work, working drawings or sketches clarifying or enlarging upon -the Work specified herein and pertinent portions of other documents, included by reference thereto in the Special Provisions. Said Work to be done is shown upon Plans prepared by Tetra Tech. Inc. and the Soils Reports prepared by Sladden Engineering' as referenced and described elsewhere, along with other references. The undersigned as bidder, declares that the only person or parties interested in this proposal as principals are those named herein; that the bid is not made in the interest of, or on behalf of, any undisclosed person, company, 'association, organization, or corporation; that the bid is genuine and not collusive. The bidder proposes and agrees if this proposal is accepted that he will contract with Shea Homes in the form of the Agreement as set forth in said Specifications, to provide all the necessary labor, materials, 'machinery, tools, apparatus, and other means for Construction, and to do all the Work and furnish all the materials specified or called for in the Contract requirements as therein set forth and that 'he will accept full payment therefore at the following prices to wit: OriginalfOffsite Reservoir 12 MG Bid Proposal Bid Schedule CAHUILLA II RESERVOIR 6726-1 12 MG RESERVOIR (145 ZONE) BID ADDENDUM NO. 1 Bid Reservoir Site Work Mobilization, Clean-up, Demobilization and 1 Bonds 2 Site Excavation 3 bverexcavate/Recompact 4 Landscaping 5 Rock Channel Debris Structure 6 Slope Protection Wire Mesh 7 -Slope Protection Cable Wire.. 8 Access Road Incl. Paving and Gate. Unit .Quantity Unit Cost Total LS 1 $ �(3� $8 CY 204,707 $ 10 'k $ G 31A Qo CY 14,300 $ SO $ SF . 350,000 $ 00 LF 520 $ -%�g oo $ SF 135,000 $ oZ.�-Z $ _;3 33/ tt5o•- SF 45,000 $ 1, • ` $ a 8 8, 4-S6.00 LF 1,630 $ 106,00 $ 970Sdb 00 Site Stormdrain 06 $ '' //// // 00 $ 33 � `N. 9 54 inch RCP LF 747 .� p0 10 48 inch RCP LF 636 $ d q0- II'' $�`t 11 36 inch RCP LF 495 $ '00 $ ���o 12 24 inch RCP LF 30 00 $ �� _ 00 $ .14 Transition Structure EA 3 $ 21lO_ $ C/900. Inlet Structure 2-48 inch LS 1 pD $ T7-- 00 15 16 Inlet Structure 36 inch LS 1 Om $ 17 Outlet Energy Dissipator LS 1 00 00 $ ODD. — 18 24 inch CMP LF 277 60 $ �J�6. '' rr -- $ 3� ®l • "— OriginallOHshe Reservoir 12 MG Bid Proposal N Transmission Main 007 � - LF EA 12,176 10 $ 20 21 36Inch BFV 2-inch Air Vac EA 3 c)O $2316. D8. $ I 22 Interconnection LS 1 0o $ po �23 Connection (Sta. 114+72) LS 1 Q $ 0?97� • — 9%60. 24 4-inch Blowoff EA 2 $ lD0 $ 25 Potholing FA' 5 $ dD $ TOTAL 1 : 1, . Total Written in Words: �� I� t t 1 �1�� l� i2 �� (n ►�- I -t�,. r�.A�,4►.._.� `Tim n t1. �� r(� �:� ��.-�-j� ri..� . �i O I . It is understood that the approximate quantities shown in the foregoing schedules are solely for the purpose of facilitating the comparison of bids, and that the Contractor agrees that the amount of Work to be done may vary from that which is shown. This proposal shall be good for a period of one hundred twenty (120) days following the date the bids are due. Bidder acknowledges. that the .Developer reserves the right to accept all or any portion of this Bid, to delete items, and to waive any errors, discrepancies, or clerical errors in the bids. Note: If bidder or other interested person is a corporation, state local name of corporation, also names of President, Secretary, Treasurer, and Manager thereof. If a co -partnership, state true .names of firm, also names of all individual co-partners composing the firm. If bidder c.r other interested person is an individual, state first and last names in full. �es- �e_ �_�� -- �— V\- OnBMelronz7m Room mir 12 MO Sid Proposal 3 Licensed in accordance with an act providing for the registration of Contractors. License No: Class: Signature of Federal I.D. As required, the General Contractor for . bidding will hereinafter state .the name of sub- contractors and material and equipment suppliers who will be the sub -contractors, material suppliers or equipment suppliers on the job for each particular trade or subdivision of the Work and will state the firm name and principal location of the mill, shop or office of each, including all material suppliers. Material suppliers and Sub -Contractors must be approved by the Coachella Valley Water District, the City of La Quinta, and the County of Riverside. Division of Work Name of Firm or Contractor Location of Mill, or Trade Shop or Office Bidder AcknowledgesF'te following Addenda: Addendum No. Addendum No. U1 Addendum No. Addendum No. . dated BID PROPOSAL BIDDER INFORMATION BIDDER.certifies that the following information is true -and correct: OriginallOtfeile Reservoir 12 MG Bid Proposal 4 Bidder's Name: e- l I we- Business Address: �J' �-i l)e-- (Q a. Telephone: -� (o© - 3gI' - mil Qi Fax: -7 60 - 3�59 - 6q-g State Contractor's License No. and. Class: A, 4519 r' Original Date Issued: �4'- /9(0� Expiration Date: �2-6Q—Abb l The following are the names, title, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this �roposal:. c� I-�1',c�lo�2i c �Z�k �l l�� �e5>nT�re-e.SO-A �1L( 7� I AAzy-+e—,ems Aoi- elk CERTIFICATION IMe hereby certify that all representations made in this proposal and bid are true and correct and are made under the penalty of perjury. idder/Co tract r . Title B 8 -• i - Signaturdl, dOfficer Date Original/Offsile Reservoir 12 MG 91d Proposal 5 } _ City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7099 The following 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 %") 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. i 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 surrey 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. ® R13 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. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') 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 (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 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. ® 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 ( " N/A " ) inches of A.0 surfacing placed on a (" N/A ") inch (" N/A " ) 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. ,71 PERMIT NO.7099 Trilogy for CVWD Proj. No. 10192-0002 Dwg. No. 35394 / Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. In addition to the standard permit conditions, the following shall apply: 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. The permittee may only work at night if approved by the City Manager. If approved by the city manager, night work may be halted if the city receives complaints about the night work. 4. Triloy-y — Shea Homes, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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 I 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. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (le any 4 lane street) neither before 8:00 a.m. nor after 4:30 p.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 (951) 955-6894 if signal operation at the intersection is to be altered in any way. (Note applicable to this permit) In accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC), the 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. 9. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: Special Page 1 of 6 I PERMIT NO.7099 Trilogy for CVWD Proj. No. 10192-0002 Dwg. No. 35394 / Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 10. A traffic control plan shall be prepared in accordance with the MUTCD and 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. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which. shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No.1 Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October of 2006, these documents can be observed at http://mutcd.fhwa.dot.�-,,ov/BTM/2003r1 /part6/part6-toc.htm and http://www.dot.ca.gov/hq/traffops/signtech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Apply the following when applicable: A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 11. Prior to excavating, if required, the Pennittee shall contact Underground Service Alert at 1-800-422- 41.33. 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. 12. 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. 13. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. 14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number Special Page 2 of 6 PERMIT NO.7099 Trilogy for CVWD Proj. No. 10192-0002 Dwg. No. 35394 / Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. 15. The permittee shall not encroach upon private property without prior written approval of the private land owner whom is being encroached upon. A copy of the authorization letter shall be provided to the city prior to start of the work. 16. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 24hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 17. At the approval of the City Engineer, during work hours and when no lanes are provided in the work area, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph Without the approval of the City Engineer, the permittee must maintain a drivable surface made of existing Asphalt Concrete or Portland Concrete. 18. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 19. Prior to excavating in native soils, the owner of the project shall have employed an archaeological observer for the site excavations within native undisturbed soils. The name of the archaeological observer must be submitted to the Public Works Department and attention this to the Associate Engineer. If the archaeologist determines the site is not to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for acceptance at least 48 hours prior to start of . construction or parking on the paved R/W. 21. 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. 22. Backfill compaction within street rights -of -way shall conform to 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 Special Page 3 of 6 PERMIT NO. 7099 Trilogy for CV" Proj. No. 10192-0002 Dwg. No. 35394./ Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 23. 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) within intersections and forty to fifty (40-50') in the longitudinal direction of the roadway 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. 24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 25. Access and egress to all local properties shall be maintained at all times. 26. 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 Standard Specifications for Public Works Construction (SSPWC) 27. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes: The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 28. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 29. 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. 30. If it is the intent of the permittee to cut the pavement 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. 31. The permittee shall submit "AS -BUILT" drawing to the City within 30 working days after completion and acceptance of the project. 32. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; Special Page 4 of 6 PERMIT NO.7099 Trilogy for CVWD Proj. No. 10192-0002 Dwg. No. 35394 / Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. srr 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations insufficient time to avoid injury. B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices a. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. STOP SLOW E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. 33. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. Special Page 5 of 6 Ci PERMIT NO.7099 Trilogy for CVWD Proj. No. 10192-0002 Dwg. No. 35394 / Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. 34.. Prior to commencing the excavation of.a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. Special Page 6 of 6 �FE#c wt T ? o 9 9 -c3 gAyS N W-�-E S NO SCALE 500 FT Ipj W204 a 500 FT c /------------------- --=---------------------------------------- AVE. 58 r,- WORK AREA WORK AREA WORK AREA FT NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) .2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF . DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 '(12' TYR) TRAFFIC LANE WIDTH ATALL TIMES AND A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL. 7. FLAGGERS SHALL CONFORM TO SPECIFICATIONS ON SHEET 3 55 Install Water Line Desert Pipeline Inc. N/A TmfBc Cmft Design by Phone Prepared 9y Tops N Barricades, Inc. (800)852-TOPS Ron Ffield 1 of 3 5/31/07 To Be Issued on Approval) ,• ,. . i� _ k o ! ��. . � �. f � _ _ .. .�...� .._. ... .. � � � _. ... .... �..�. e.< N s NO SCALE DELINEATORS WILL NEED TO BE MOVE TO OTHER SIDE AFTER THE FIRST HALF IS COMPLETED TO COMPLETE THE CROSSING ,wrR = p` 100 FT END RDAD WORK 500 FT (CA) 500 FT �5 W20 4 500 FT ONE P9 =--------------------------------------------------------------- KAREA NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 '(12' TYR) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL. 7. FLAGGERS SHALL CONFORM TO SPECIFICATIONS ON SHEET 3 Install Mter line a AVE. 581 55 Desert Pipeline Inc. N/AI Tops N Barricades, Inc. (800)852-TOPS Ron Ffield 2 of 3 5/31 07 To Be Issued on Approval Flagger Reqtulrenlents A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situati.ons'in sufficient tine to avoid injury. B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3_ Material shall be visible at 1000 ft -4. Apparel shall'be designed to identify the wearer as a person 5. Lary enforcement personnel should adhere to the same standard .C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background: D. 'Directing Traffic 1. Only three (3) signals are required. STOP SLOW PROCEED. Vi e Zr 9 E. Flagger Communications 1. .If work area is too long for relay (2 daggers can't see each other) a. One fiagger given the responsibility to'coordinate b. Use Radios or, c. .Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Date: --141 1S 2 . ?, o f S M T W TH F 1­9 City of La Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: Clear Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: Wind: Still ® Moderate ❑ High ❑ 1 T / "/ E'ET/ Nl�- 4-7 ( T V Z1 N- .rF L nAO .ram Ar /AJ 7-A i 4-r �� r �%AZAJ Fiem ti �� ,r,�&zzz ,4- �.MKI VIM -- By:. Title: Page of _ t • �l � • r 4 r City of La Quinta Public Works Engineering Department Inspector's Daily'Log CommerciaUResidential:Development Weather: ClearA Cloudy Temperature Range: 1412) Rainy ❑ Overcast ❑ ' Wind: .StillX Moderate ❑ High ❑ I 0 By: Title: Coaetneu:tion 9napectan Page of t t eF Date: jL / -zed S M T W TH F S City of La Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: Clear'DC Cloudy ❑ Rainy 0 Overcast ❑ Temperature Range: Wind: -Still g Moderate ❑ High ❑ �Ll i1/ eA) FIR dHWY• i By: Title: ez,rAwdion 9nepect. Page of . ' • r ` � . �' 1 �. a n City of La Quinta Public. Works Engineering Department Date:. I/ 24Q 7 S M T W 'PH F S �Q11Y1ZGA r ' 3G '' Inspector's. Daily Log Commercial/Residential Development Neather: Clear Cloudy El Rainy ❑ Overcast ❑ Cemperature ange: Wind: -Stilix Moderate ❑ High ❑ By: Title: eanbf action h opecton. Page of 9 r .. .. 't A � �� I ! ' Y • t � � t '.. � - ., .jut y 2,e.�'Zo o7 . Inspector's Daily Log Commercial/Residential Development i W.14Ci i 1 i , i R E C'A P �' ,� E f i�/ S 7-A CL e Q F',Pd M Cyk1 A 5/7' VAI e- FRS 7' 2o"a7 96 9� 4- Title: Page of _ ! • Y ! • / Y { �� > .' s �. � . � � � � �� �. � . • � ., �. _ _ � J ✓+ �' ;' Date: ?y zoo 7 S M T W TH F S City 'of La Quinta Public Works Engineering Department I.nspector's Daily Log Commercial/Residential Development Weather: Clear ❑ Cloudy ❑ kainy ❑ overcast ❑ Temperature Range: Wind. Still ❑ Moderate ❑ High ❑ i� ,J jr-� T r 414 It/ T %Ed e r 'M V 3 Kvyy.;r Mi i K o 1 By: - Page Title: of C'on k4dion 9aepectan. .�. t• * � v .f _ r• • v Date: t%r�L s/f Zpy S M T W TH F S City of La Quinta Public Works Engineering Department . Inspector's Daily Log Commercial/Residential Development Weather: Clear❑ Cloudy 0 Rainy ❑ Overcast Temperature Range: ,��/ " Wind: Still ❑ Moderate High El By: Title: eanc ftgdfon 3topect" Page of �; 5 t _ y �� 1 i• t� � � • �� � .. . �� Date: \.T41). o 7 S M IW I I TH F S City of La Quinta Public Works Engineering Department G Inspector's Daily Log Commercial/Residential Development Weather: Clear Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: Wind:.Still;K Moderate ❑ High[] C3 q N By: Page' Title: of eanal�ritciiaa 9rtopecton. l ' a t - r� �.� MENEWA ®® City of La Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: Clear Cloudy ❑ Rainy ❑ Ove cast. ❑ Temperature Range: Wind:.Stil Moderate ❑ High ❑ rC- tl.wb By:Title: Page of _ �fxucEiaa 9napecian. t � � .. � � � .� ,� .. . I i � � � 4 ti i . - � � t � } . � City of La Quinta Public Works Engineering Department Inspector's Daily Log CommerciBUResidential Development Date: Weather: Clear Cloudy ❑ Rainy ❑ Overcast ❑ S M T W TH F S Temperature Range: ,JA4 Wind.-Still-,M Moderate ❑ High❑ .— I -��T �r /2 • �o � w BY Title: eawtutctton att6pedou. Page of 1 4 � ' _ . � y . s . ,•� ,a r Date: y y , :GOt> Z S M T W TH E S City of La Quinta Public Works 'Engineering Department Inspector's Daily Log Commercial/Resid.entia F Development Weather: Clear ❑ Cloudy 0 Rainy ❑ Overcast ❑ Temperature Range: Wind: -Still ❑ Moderate ❑ High ❑ tie iC.rl /.441-T AJO ; .. Z> 6 . By:. Page _ Title: 'C,amtujdjw 9riepecton of q 0 Date: 7L zL y Z Q , S IM P3Y ITH IF IS City of La Quinta Public Works Engineering Department Inspector's Daily Log CommerciaUResidential Development Weather: Clear❑ Cloudy ❑ Rainy 0 Overcast CK Temperature Range: Wind:.Sti1Mo erate ❑ High ❑ By: G Title: emi6tweti4m JIM.eCtox Page of i . \ .. .' , �� `' ZOO % S M T W TH F S City of La Quinta Public Works"Engineering Department Inspector's Daily Log CommerciaUResidential'Development Weather: Clear Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: Wind: -Still D( Moderate ❑ High ❑ By: Title: e mi6tw ian Jmped m Page of J City of La .Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Date: t! �ZL� zz f®0� Weather: Clear Cloudy ❑ Rainy ❑ Overcast ❑ S M T W TH F S Temperature Range: Wind: .StilxModerate ElHigh El —con, fQi�ir _Ta99 Ndle Af r Ala - yFT By:. Title: e6A6fAC tCU4 It 9napectan Page of Date: U �G Y / 3 , Zoo % OeThk S M T W TH F S City of La Quinta Public Works Engineering Department Inspector's Daily Log CommerciaUResidential Development ft Weather: Clear Cloudy ❑ Rainy ❑ O cast ❑ Temperature Range: Wind: -Still Moderate ❑ High ❑ By: Title: C'amtutetion 9aapectoac Page of -,4 A - Date: GJL y 2 , ZOd 'r F. M T W TH F S City of La Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential.Development Weather: Clear Cloudy ❑ Rainy ❑ Overcast ❑ TemperatureRange: Wind:.Still-A Moderate ❑ High ❑ W e ,e is /4 s &0 T �E T By: . Page _ Title: C'. mfutciiun 9nepectm of n � .. 's ��c �• � \ ` " ``fir w �• � �', ti Date: .7az f ,o� ZOa 7 S M T I '6�1 W TH F S City of La Quinta Public Works. Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: Clear,19., Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: Wind: -Still wModerate ❑ High ❑ eu f/uitt.v 6:c- ✓ . �1 �C t�t✓�, _ PZXrP11? 70 9 9` . By: Page _ Title: 'e.gmtutdion 9tiopectax of Date: c G Y G „ Zoo TH F S 'I City of La Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: C1ear�Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: Wind:.StilO Moderate ❑ High ❑ AJ-D J ,.! . •pipimi By: Page _ Title: C'.anetugfiara JtmV ctan of I Date: � ,�aIL� Z 57 200 S M T W TH F S City of La Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: Clear Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: Wind:.StillX Moderate ❑ High ❑ /fit//LGA 2C—.J' ✓ %�.9 L'T ��f/GJ� .. �z�YZ/+7�T %D 9' J Al F By: . Page _ Title: Canotutdim ,7nepectv�c of Date: �,%rl/,v,' ZG S M T W TH F S City of La Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: CleaD4N Cloudy U Rainy U Overcast U Temperature ange: Wind: -Still J& Moderate ❑ High ❑ 7n Q 9. p R0 PEFz Ty fie -PR ;FaAA S r—e B Page _ /a 7- �E T ,� F'c,' /Aj Title: 8ywtuu on .7mV ctan �• .. � k, � ;, "�.. City of La Quinta.' Public Works Engineering Department Date: ,,/C/AlG 2 % , . 2,66 % S M T W TH F S Inspector's Daily Log Commercial/Residential Development Weather: Clear g Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: Wind: Still V Moderate ❑ High ❑ yV. , 0 kle Ne' T (e *wow d-6 -6 By: Title: Caaetuwt on 9nepectan Page of N Date: 's 7A/AE 2 % 2,0 0 7 S M T W TH F S City of La Quinta Public WorksEngineering Department Inspector's Daily Log Commercial/Residential Development Weather: Clear ❑ Cloudy ❑ Rainy 0 Overcast ❑ Temperature Range: Wind:.Still ❑ Moderate ❑ High ❑ By: . Page _ Title: . C'gmfi 4 ion 9nepecton of Date: -YII V ' !� 2007 S M T W TH JF S City of La Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development 0. Weather: Clear Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: -� Wind:.StillgModerate ❑ High ❑ f BY Title: Ceamtut than 9nep;4, ecian Page of t. '. r- � ', � ', �,, .� � ... , . v y City of La Quinta Public Works Engineering Department Inspector's Daily Log CommerciaUResidential Development Weather: Clear Cloudy ❑ Rainy 0 Overcast ❑ Temperature Range: Wind:. Still x Moderate ❑ High ❑ R ,�iOELiN c ��D,r/ Ti •�dE r �� �� /y! PL 4- 7 --,E7_ �AAl-Al F&-rZO.1lr o At OFF F09-Q2 a . e 1 .. Sf. � ' Y �F i. 1 \� , 4 :, Y.. fie• " �. . \,� '► y � ' .. �• y .. M City of La Quinta Public Works Engineering Department . Inspector's Daily Log Commercial/Residential Development 34 Weather: CleOhngge-: Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Wind: StilModerate ❑ High ❑ Al E Za 4rz 7Ta �- F�,i cam/ ��� d '_ - �', • � �. .• I .. . ,t - � ,. .... City of La Quinta Public Works Engineering Department Inspector's Daily Log 7 Date: Commercial/Residential Development Z1 B . �/ ' Weather: Cleargr Cloudy ❑ Rainy ❑ Overcast ❑ S M T TH F S Temperature Range: •ioo Wind: Still El Moderate ❑ High ❑ — — — — — 2 A/ :. /fit vim' );,IA, 4/r, 16 4t 61W l/ G✓�� " L►y By: Title: Construction Inspector Page of r 1 � - - ., _ a ` � City of . La Quinta Public Works Engineering Department Inspector's Daily Log COmmerCl8UResldentlal Develonment Date: /�l�f s 2 oQ7 S M I T 13M LTH F S Weather: Clear Cloudy ` Rainy El Overcast El rature Range: /a Wind: Still ❑ Moderate ❑ High ❑ 70 on �/►?-C. C'�OS�GGt� �'tl�/G' S//�G e . ;;Z &VAL /J /. reA -Oe*.".n N By: Title: Construction Inspector Page of Finance Revenue Code E-1- T4t!t 4 4Q" ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 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 Minor Improvement Permit Class IV DATE:5/9/07 LOCATION OF CONSTRUCTION (Street address or Description): Cahuilla II Reservoir #6726-1; Avenue 58 and Jefferson Street PURPOSE OF CONSTRUCTION: 36-inch water main installation Pag¢b 1, 1 . f3�•ly x IS DESCRIPTION OF CONSTRUCTION: CVWD project number 10192-0002 - Drawing number 35394 0 DIMENSION OFINSTALLATION OR REMOVAL: 6' x 917' APPROXIMATE TIME WHEN WORK WILL BEGIN:June 1; 2007 TIME OF COMPLETION:July 31, 2007 ESTIMATED CONSTRUCTION COST: $216,412.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and fplacing'permanent resurfacing and/or replacing improvements) COMMENTS: 1(/t-b PAECON 44T4. 4 T&OP. %RAi9- -le Co/lTNC G1,09 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 at (760) 777- 7075. 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. Signatueeof Applic or Agent Shea Homes - Jeff Davies 60-800 Trilogy Parkway La Quinta, CA 92253 (760) 777-6005 (760) 272-9798 Name of Applicant (please print) Business Address Telephone No. Desert Pipeline 83-477 Avenue 62 La Quinta, CA 92253 (760) 399-5194 Name of Contractor and Job Foreman Business Address ' Telephone No. Contractor's License No. Great American Assurance Applicant's Insurance Company City Business License No. GLP 92520• Policy Number FEES: Subdivision Improvement Permit - Class /�,QV�N�P� P is improvements: 3% of estimated construction costs G�TjONC�OE�' Private improvements: 3% of estimated construction costs Minor Improvement Permit - Class IV VJJ See attached schedule Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $ 6,492.00 $100.00 $0 $0 $ 6,592.00 PERMIT NO.7099 DATE APPROVED: ,AAA D'1 EXPIRATfQN D�TE: 700 BY: (� % i Administrative Authority 2- / -;12 d ty IV -2 (7 J-1 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7099 The following 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 contactthis office to obtain the necessary permission. SPECIAL PROVISIONS The followinq 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. ® 0 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 Y2") 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 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. ® R13 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. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') 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 (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 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. ® 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 ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch (" N/A " ) 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. PERMIT NO. 7099 Trilogy for CVWD Proj. No. 10192-0002 Dwg. No. 35394 / Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. In addition to the standard permit conditions, the following shall apply: . 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. The permittee may only work at night if approved by the City Manager. If approved by the city manager, night work may be halted if the city receives complaints about the night work. 4. Trilogy — Shea Homes, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither before 8:00 a.m. nor after 4:30 p.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 (951) 955-6894 if signal operation at the intersection is to be altered in any way. (Note applicable to this permit) 8. In accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC), the 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. 9. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: Special Page 1 of 6 I PERMIT NO.7099 Trilogy for CVWD Proj. No. 10192-0002 Dwg. No. 35394 / Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 10. A traffic control.plan shall be prepared in accordance with the MUTCD and 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. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October of 2006, these documents can be observed at http://mutcd.fhwa.dot.�:ov/HTM/2003r1/part6/part6-toc.htm and http://www.dot.ca. o�q/traffops/sivntech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. .Apply the following when applicable: A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 11. 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. 12. 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. 13. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. 14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b.. City Business License c. Contractors State License Number Special Page 2 of 6 PERMIT NO.7099 Trilogy for CVWD Proj. No. 10192-0002 Dwg. No. 35394 / Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. 15. The permittee shall not encroach upon private property without prior written approval of the private land owner whom is being encroached upon. A copy of the authorization letter shall be provided to the city prior to start of the work. 16. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 24hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 17. At the approval of the City Engineer, during work hours and when no lanes are provided in the work area, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM -D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph Without the approval of the City Engineer, the permittee must maintain a drivable surface made of existing Asphalt Concrete or Portland Concrete. 18. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 19. Prior to excavating in native soils, the owner of the project shall have employed an archaeological observer for the site excavations within native undisturbed soils. The name of the archaeological observer must be submitted to the Public Works Department and attention this to the Associate Engineer. If the archaeologist determines the site is not to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for acceptance at least 48 hours prior to start of construction or parking on the paved R/W. 21. 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. 22. Backfill compaction within street rights -of -way shall conform to 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 Special Page 3 of 6 IN PERMIT NO.7099 Trilogy for CVWD Proj. No. 10192-0002 Dwg. No. 35394 / Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 23. 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) within intersections and forty to fifty (40-50') in the longitudinal direction of the roadway 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. 24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 25. Access and egress to all local properties shall be maintained at all times. 26. 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 Standard Specifications for Public Works Construction (SSPWC) 27. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 28. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 29. 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. 30. If it is the intent of the permittee to cut the pavement and have it restored bya 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. 31. The permittee shall submit "AS -BUILT" drawing to the City within 30 working days after completion and acceptance of the project. 32. Flagger Requirements A.. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; Special Page 4 of 6 PERMIT NO.7099 Trilogy for CVWD Proj. No. 10192-0002 Dwg. No. 35394 / Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person. 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices a. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. STOP SLOW PROCEED E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. 33. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. Special Page 5 of 6 PERMIT NO.7099 Trilogy for CVWD Proj. No. 10192-0002 Dwg. No. 35394 / Cahuilla II Resevoir #6726-1 / Ave 58 from Jefferson St. to 920 LF west of Jefferson St. 34. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. Special Page 6 of 6