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11065
tiQ c `, See below for Finance Revenue Codes �,�•" A 4� 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 111 Minor Improvement Permit - Class IV DATE: 8/15/2011 LOCATION OF CONSTRUCTION: Andalusia @ Coral Mountain; TM 31681; Monroe Street Median North of Avenue 60 PURPOSE OF CONSTRUCTION: Install City of La.QUlnta Red Stamped Concrete In Median•Nosings - City Standard 720 DESCRIPTION OF CONSTRUCTION:. City of La Quinta Red Stamped Concrete Median Nosings DIMENSION OF INSTALLATION OR REMOVAL: City of La Quinta Standard 720 APPROXIMATE TIME WHEN WORK WILL BEGIN:- 8/22/2011 TIME OF COMPLETION: 9/9/2011 : ESTIMATED CONSTRUCTION COST: $40,480. (Including removal of all obstwction, materials,,and debris, backfilling -compaction and. placing_ permanent resurfacing and/or replacing improvements). COMMENTS,, Use Attached Landscape Plans (Not Yet_Approved) for Locations of Red Stamped Concrete in Median-Nosings ONLY In consideration of the granting of this permit, the applicant hereby agreesao , 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'dlaims or court action and arising out of any accident; loss or damage to persons or property happening or occuring 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- 7097. To submit an inspection request, leave a message on the Inspection. Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regu ations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Sign f Z:7— Applicant o. Agent ' .. T.D. Desert' Development, L.P. -'Nolan Sparks. 81570 Carbonears, La Quinta, CA 92253 .760-777-1776 Name of Applicant . Business Address Telephone No CaI West.Concrete P.O. Box 6043, La Qui Name of Contractor and Job Foreman Business Address 922961 Contractor's License Number Navigators Specialty Insurance . Applicant's Insurance Company FEES . .Subdivision Improvement Permit - Class I ' Minor Improvement Permit - Class I Finance Revenue Code -Inspection. Fee E_1 $1,215.00 Permit Fee E_4 100.00 As -Built Deposit ' E -k $0.00 Cash Deposit- Surety Bond, E -B 0.00 if required TOTAL 1315.60' . a (j Telephone.No. 108915 0i1; IN City Business License.No 3.1 04-NO020462 F A ! A QUINTA Policy Number. CE Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUM'BER:.11065 . DATE ISSUED:... .. /3. 28 EXPIRATION D TE: t. 3 J_q4 2 - BY: WORK iNSPECTE .: , — PERMIT COMPLETION DATE*: 5S2EL. If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council... Lao ea. See below for.Finance Revenue Codes o 4 ENCROACHMFNT'PERMIT FMpf° PUBLIC WORKS'CONSTRUCTION For the construction of publicOr 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: 8/15/2011 LOCATION OF CONSTRUCTION: 'Andalusia @ Coral Mountain; TM 31681; Monroe Street Median North of Avenue 60 PURPOSE OF CONSTRUCTION: Install City of La Quinta Red Stamped Concrete in Median 'Nosings -City Standard 720 DESCRIPTION OF CONSTRUCTION: City of La Quinta Red Stamped Concrete Median Nosings DIMENSION OF INSTALLATION OR REMOVAL: Citv of La Quinta Standard 720 APPROXIMATE TIME WHEN WORK WILL BEGIN: 8/22/2011 TIME OF COMPLETION: 9/9/2011 ESTIMATED CONSTRUCTION COST: $40,486 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS Use Attached Landscape Plans (Not Yet Approved) for Locations of Red Stamped Concrete in Median Nosings ONLY 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 n 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 occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regu ations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Sign f Applicant o Agent T.D. Desert Development,' L.P. - Nolan Sparks 81570 Carbonears, La Quinta, CA 92253 Name of Applicant Business Address Cal West Concrete P.O.-Box 6043, La Quin A.9224&;. Name of Contractor and Job Foreman Business Address 922961 �f Contractor's License Number Chi 3 2011 Navigators Specialty Insurance i t Applicant's Insurance Company -.A QUINvi FEES Subdivision Improvement Permit - Class Minor Improvement Permit - Class I Finance Revenue Code -Inspection Fee E_1 $1,216.00 Permit Fee E_1 $100.00 As -Built Deposit E-A 0.00 Cash Deposit -Surety Bond, E_B $0.00 if required . TOTAL $1,315.00 .760-777-1776 Telephone No . 951-532-1329 Telephone No. 108915 City Business License No 04440020462 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of -est imated construction costs PERMIT NUMBER: 11065 DATE ISSUED:, 13 28 EXPIRATION DTE: f- 3 BY: WORK INSPECTE PERMIT COMPLETION DATE*: ' If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. Date: PUBLIC WORKS DEPARTMENT } APPLICATION FOR PERMIT Tract No:3�, 839 t Project Name: Andalusl'at@. Coral,Mo_untain r: >r t Vicinity Medlannorth.u65A77,9'69WE r. ?AV 54m Purpose of Construction (i.e.: Rough Grading, Offlite Street, etc.)Ngd Description of Construction (i.e.: See -Plan -Set -No. 01234) City ofL•a Quinta':red,atamped d concrete meth rf, sings. w , Dimension of Installation or Removal [City,of,�a QuintaiStandad ' Approximate Construction Start Date: CID ,,� ,r Approximate Construction_Compl tion Date: '09/09711 r `e d(`, Estimated Construction Cost: $[40;486:00 V- 7- 5 Y`A Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and �� �✓`"r4J � _ 0�` jP placing permanent resurfacing and or replacing improvements � We d 0 CP ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST. BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company: Fa ""vigators�Speci:altjrinsu'raricey ; Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: I I Assigned Permit Number: Approval Date: Expiration Date: Issue -Date: t Administrative Authority: ication for Permit pose - - 4N0020462i ,1 r A" • - t 4 Office Use Only: Inspection Fee:' . Permit Fee: 4 (D O As -Built Deposit:__ Dust Control, { i Deposit:--- Credit Amount: (fJ TOTAL F_EE DUE: I UrIve uneCKIISTS - Forms pp IcaIons Ap Office Use Only: I I Assigned Permit Number: Approval Date: Expiration Date: Issue -Date: t Administrative Authority: ication for Permit pose - - • - t 4 Atm: Nolan Sparks Item Description Grade & Compact approx 8179 sf to 90% 2 Set forms per standard with reverse S uantity Unit Unit Cost Extension 3 Pour & Stamp approx 8179 sf 8179 sf S 4.95 S 40,486.05 $ S All pricing tnc udes labor,, equipment, materials -,freight and taxes. Total: S 40,486.05 Pricing good thru August 31st, 2011 Please Note: ' Traffic Control is included in this bid,. We appreciate the opportunity to bid on your work. Thank You, Ron Beatty �`C4 / Sneed Kev Minor �✓�ENCROACHMENT FEE WORKSHEET j Oasis Entry Only ►il �" L' f.. Permit Fee Inspection Variable Unit Total Permit- W 31301-6100 Z51-6100 Tree Planting, Trimming or Removal $ 79.00 $ 22.00 X ea $ 31301-6200 Z51-6200 Minor Drainage Structures (Std,,303/309/310) $ 79.00 129.00 3% cost 3% cost $ 31301-6300 Z51-6300 Operate and Maintain Permits $ 79.00 $ - $ $ 31301-6400 Z51-6400 Seismic Refraction Survey $ 79.00 $ 210.00 129:00 $ 31301-6500 Z51-6500 Residential Driveway Approach $ 79.00 $ 107.00 X ea $ $ Blanket Permits - Utilities $ 31301-7060 Z51-7060 Landscape/Irrigation $ 31301-6610 Z51-6610 Blanket Permit Minor $ 79.00 $ 1,921.00 Annually $ 1301-6630 Z51-6630 BlanketQermit E..ten e_ $ .9.00 $. 4,921.00 Annually $ 31301-6700 Z51-6700 Riders (Extensions of Time) $ 79.00 $ - If $ involved 313014010 Z51-7010 Catch Basin 300 4',7',14',21',28' $ 129.60 3% cost $ 31301-7020 Z51-7020 Drop Inlet/ Overside Drain $ 129.00 3% cost $ 31301-7030 Z51-7030 Water/ Sewer Laterals $ 129.00 $ 210.00 X 0.23 If $ 31301-7040 Z51-7040 Trap Fences $ 129:00 $ 210.00 X 0.23 If $ 31301-7050 Z51-7050 Monitoring Wells/ Soil Borings $ 129.00 $ 210.00 $ 31301-7060 Z51-7060 Landscape/Irrigation $ 129.00 $ 210.00 X 023 1 If $ . 31301-7070 Z51-7070 Commercial Driveway Approach $ 129.00 $ 264.00 X ea $ 31301-7080. Z51-7080 Grading in Right of Way $ 129.00 $ 210.00 X 0.23 If $ 31301-7090 Z51-7090 Curbs and Gutters $ 129.00 $ 210.00 X 0.23 If $ 31301-7100 Z51-7100 Concrete Sidewalks $ 129.00 $ 210.00 X 0.23 If $ 31301-7110 Z51-7110 Filming $ 129.00 $ 105.00 #day. $. 31301-7120 Z51-7120 Temporary Power Poles* $ . 129.00 $ 210.00 X 0.23 If $ 31301-7130 Z51-7130 Riders (Changes) $ 129.00 plus. other appl. charges $ 31301-7140 Z51-7140 Heavy Equipment Crossings $ 129.00 $ 105.00 #day $ . 31301-7150 Z51-7150 AC Paving $ 129.00 $ 210.00. X 0.72 cy $ 31301-7160 - Z61-7160 Pedestrian Benches $ 129.00 ,$ 210.00 X ea $ 31301-7170 Z51-7170 Utility Service Connections Involving Trenching $ 129.00 $ 210.00 X 0.23 If $ X7301=71 - `=71SU'Courity`Re.quired Utile a ocaiions . $` "_ $ " - $ 31301-7190 Z51-7190 Utilize Right of Way $ 129.00 $ 210.00. X $ FOR ALL ABOVE FEES 20000-3130100000-772020 TOTAL $ 313010-R39 SECURITY DEPOSIT 20006-3130100000-201800 $ 313010-R34 .SP 176 Wildrose Knabe Road Mit Fee 20000-3130100000-230158 $ 806.46 X # lots $ "Z" Number sr ' HECK HAS A COLORED BACKGROUND AND CONTAINS MULTIPLE SECURITY FEATURES -SEE BACK FOR NOTICE The Riverside County Transportation Dept Permit Section shall be notified 48 Hrs prior.to any construction Telephone: 760-863-8267 If Permit Section is not notified, any work performed is subject to immediate removal COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRANSPORTATION DEPARTMENT - ENCROACHMENT PERMIT GRANITE CONSTRUCTION CO. 3800 MONROE STREET. Permit Nbr: DOS -12-0014 MONROE STREET S4345A RBPG.222 Ref: CARLEY CECHIN Ref: (76"0) 578-3215 W/O, W/O: INDIO ,CA 92203- ( ] DECEMBER 24, 2008 Subject to the provisions of Riverside County Ord.#499, all the terms, conditions, -restrictions, specifications, standards, rules and regulations of the County of Riverside or any other public agency written below or printed as•general or special provision or incorporated herein by reference: PERMISSION IS HEREBY GRANTED TO CONSTRUCT STREET IMPROVEMENTS ON THE EAST SIDE OF MONROE STREET BETWEEN 58TH AD 60TH AVENUE FOR THE CITY OF LA QUINTA TRACT 31681. ALL WORK "SHALL BE PERFORMED AS DIRECTED BY THE DIRECTOR OF TRANSPORTATION AND IN ACCORDANCE WITH THE GENERAL AND SPECIAL PROVISIONS OF THIS PERMIT AND IN CONFORMITY WITH THE COUNTY OF RIVERSIDE APPROVED PLANS FOR MS4096 DRAWING 1 THRU 60F '6 ATTACHED TO AND MADE A PART OF THIS•PERMIT. • **** ALL INSPECTIONS SHALL BE CHARGED AGAINST IP060066 **** PAVEMENT CUT' "SHALL BE COLD MILLED 0.10 FEET AND OVERLAYED 4 FEET EACH"SIDE OF TRENCH, IF APPLIABLE, AND AS DIRECTED BY THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMEN INSPECTOR. COUNTY_OF RIVERSIDE STANDARD NO. 818 (UTILITY TRENCH BACKFILL) The following specifications and/or standards,a copy of which are attached to this permit are hereby refe"rred to and made a part hereof as fully as if they are set out herein COUNTY STANDARDS AND/OR SPECIFICATIONS FOR: Type: A copy of this permit is to be kept at the site of the work and must be shown on demand to any authorized representative of the County Transportation Director. This permit is to be strictly construed and no work other than that specifically mentioned above authorized hereby.. Performance of.the work shall be deemed to be acceptance.by the Permittee of all terms, conditions of••this permit, and Ordinance No.499. This permit is void unless work herein contemplated shall be completed before DECEMBER 23, 2009 cc: A. SOLAREZ INSPECTOR JUAN C. PEREZ; DIRECT OF TRANSPORT ON FILE CALL , Underground Service -Alert MM 48 Hrs. Before You Dig By For Underground Locating Majeed Fa 1-800-422-4133 Permit Engineer -2 - Encroachment Permit No. D08-12-0014 GRANITE CONSTRUCTION CO. MONROE STREET DECEMBER 24, 20'08 GO1. IT IS THE REPSONSIBILITY OF THE PERMITTEE TO ENSURE THAT THIS PERMIT REMAINS CURRENT FOR THE DURATION OF THE PROJECT. WORKING WITH AN EXPIRED.PERMIT WILL NECESSITATE THE IMMEDIATE TERMINATION OF ALL CONSTRUCTION WITHIN THE RIGHT OF WAY UNTIL AN' EXTENSION OF -TIME IS OBTAINED. FOR INFORMATION ON HOW TO APPLY FOR AN EXTENSION OF TIME TO THIS PERMIT, CALL 951.955.6790 (RIVERSIDE,OFFICE) OR 760.863.8267 (Palm Desert Office) G02. The permittee and his or her successor(s) in -interest shall defend, indemnify and hold harmless the County of Riverside, its personnel and agents, from any accidents or injuries resulting -from operations authorized by this permit. G03. Should it become necessary at some future time to relocate or remove this encroachment, it shall be at the expense of the permittee with no costs being incurred by the Riverside.County Transportation Department or any other governmental agency. G04. It is the repsonsibility of the permittee to comply with, .all current CAL -OSHA safety requirements for work performed within County rights of way. T G05. The permittee shall accept.full responsibility for, complying with Federal, State and County environmental laws and receiving any necessary environmental clearances and/or permits prior to commencing any work as authorized by.this permit. If the permittee fails to comply with the required environmental.laws, this permit shall be immediately revoked.'" G06. The Riverside County Transportation Department reserves the right to make changes or additions to a permit after.issuance if such changes or.additions are believed necessary for the protection of, the roads or for the health and safety.or the public. G07. ENCROACHMENT•ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within Riverside County road right of'way ONLY. Whenever construction extends within private property, it. shall be the responsibility of .the permittee (or his contractors) to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work., -- Continued.-- . f . 0 =3 - Encroachment Permit No. 08-12-0014• GRANITE CONSTRUCTION CO.- MONROE STREET ;DECEMBER 24, 2008 G08. TRACK LAYING CONSTRUCTION EQUIPMENT: Cleated TRACK LAYING construction equipment shall not -be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to'protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas: If the S existing pavement is scarred, spalled, or broken during the -term of this contract, or if the pavement is.marred, Riverside County shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of 0.1' of A.C. surfacing plus appropriate seal coat as.indicated in County Ordinance 461 specifications and Standard 818. Feather overlay shall not be permitted except as approved by the Permit Engineer. G09. CARE OF DRAINAGE STRUCTURES: Any drainage structure inc- luding corrugated metal pipe, steel culvert and concrete struc- tures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing -drainage structures, Riverside'County Transportation Department'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. Disposal of debris or other materials into drainage facilities -is prohibited. G10. 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. See G16. G11. DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on Riverside County roads; it shall be the.responsibility of the permittee or his contractor to,control this water and to -provide off-street barricades when necessary. See G16. -- Continued -- -4 - 'Encroachment Permit No. 08-12-0014 GRANITE CONSTRUCTION CO. MONROE STREET DECEMBER 24.,.2008 G12. -UTILITY CLEARANCE: `Prior to making any excavation - within the County'right of way as authorized by this permit, the permittee shall -contact all concerned.utility•companies 'relative, to the -location of existing.utility .structures. Permits ;. that require excavation shall be valid only after an Underground t Service Alert (USA) inquiry identification number is issued. The USA ticket must be available for review at the job site: Damage to,existing substructures resulting from operations conducted und'er.this permit shall be.the,sole responsibility -of the permittee. G13. COORDINATE -WORK: The proposed work shall be subordinate. to any operation which the State of California or Riverside ' County may conduct in this area during the period.of this permit Work shall be coordinated with the State or County forces to preclude delay or -interference with State or county projects. G14. PROTECTION OF TRAFFIC: All excavations and work areas shall'be properly signed, -,:lighted, and barricaded as.deemed , necessary by the District Road Maintenance Supervisor.or Transportation'Department Inspector and.in accordance with County Improvement Standards and Specifications, Ordinance Number 461 - Section 6 "Public Safety and Convenience" (6.01 through 6.06).' G15. The -Riverside County Transportation Department reserves the right to'request the contractor to re -open the road to its full-- capacity in case of emergency occurring either on a State Highway or.adjacent roads, and when traffic delays are excessive due to the contractor operations.,Work can resume once the emergency is cleared and/or the'traffic congestion is mitigated. G16. NPDES: the permittee shall accept full responsibility for ''complying with all NPDES laws, regulations and requirements -including the installation,of Best Management Practices (BMP'S). • G17. Please contact the Traffic Singal Supervisor at (951) 955-6894, 48 hours prior to any excavation for location of conduits. ,Should any conduits or'loops be damaged as a result of 11 this installation,,they should be replaced within ten.days by the permitee as directed by the Transportation Department Director. -- Continued -- -5 - Encroachment Permit No. 08-12-0014 GRANITE CONSTRUCTION CO. MONROE STREET DECEMBER 24, 2008 A01. At CUTTING: Pavement will be saw cut to a straight edge prior to removal. Method of pavement cutting shall be approved through the office of the Director of Transportation. (Under no circumstances shall excavating equipment be used to excavate ,prior to `cutting.of pavement). Excavation material shall be " placed in such a position as to best facilitate the general flow of traffic. Prior to final paving opertions, any damage to pavement straight edge shall be corrected. A03. All AC overlays will be performed only between the hours of a.m. and . p.m. on regular County working days and in the presence of a County Transportation Department inspector. Paving on.days when the Transportation Department Permit Section is closed is prohibited (a schedule of°days that this office is closed will be made available .upon request). A 48-hour prior notice is required for scheduling inspections for paving. Should the scheduled paving operations extend beyond the p.m time limit, the permittee willbe required to bear the cost of inspector overtime pay and vehicle expenses (in addition to the predetermined inspection fee) prior to receiving final release -on the subject permit. All overlay paving not"performed in the presence "of a County Transportation Department inspector is subject to immediate removal and replacement at the discretion of ..the Permit Engineer. A04. `PAVEMENT REPAIR: After backfill and compaction operations have been completed; a temporary patch consisting of 2 inches of SC -800 shall be placed and maintained at the end of each working day. A permanent patch of 5 inches A.C. surfacing placed on a 7 inch Class IIbase shall be placed no later than 30 days after completion of temporary road repair. A07. PARKWAY GRADING: Area between.the.property line and top of the proposed concrete curb shall be graded to a slope of one, quarter inch (1/411) to one foot (111). A13. Should the existing concrete sidewalk, curb and gutter, cross -gutter, spandrel, driveway approach or other concrete facility'be.damaged or removed as a result of this installation, it shall be replaced.full width to the nearest weakened plane joint or at the direction of the Riverside County Transportation Department inspector. New concrete that is vandalized or otherwise defaced prior to acceptance by the ,County shall be replaced to the satisfaction of the Permit Engineer. Grinding,' patching or other unacceptable methods of replacement will not be permitted. -- Continued -- -6 - Encroachment Permit No. '08-12-0014 GRANITE CONSTRUCTION CO. MONROE STREET. DECEMBER 24,.2008 A17. There`shallbe-a minimum of 30 inches of cover over all pipes or conduits including all service lines or laterals. Any;: installation adjacent to a drainage culvert, ditch,'box culvert, etc. shall be placed a minimum depth of 12 inches below flowline. A18. I.f the existing pavement adjacent to the trench.is scarred; broken or removed during the term of this contract, the permittee shall be required to remove and replace all broken pavement in accordance with the pavement specifications of the permit, and place a 0.1 feet thick overlay the entire width of one traffic lane.. If the.work encroaches on more than one traffic lane, then the entire width of each lane shall receive the paving cap.. A19. The maximum length of open trench (excavation .or back fill not resurfaced) allowed during construction shall be the distance of construction which can be reasonably installed in a single day, No excavation shall be made unless the construction material exists on the'work site. -An open trench shall be attended by contractor's personnel at all times. Where pavement has been removed, a minimum of 2 inches of temporary paving shall be.. placed and maintained.before that area is made available to traffic. Before leaving the project and at the end of each day,. all areas of pavement removal, -including sidewalk, drainage courses..and.driveway approaches.shall be backfilled, compacted, and surfaced with temporary asphalt. Upon approval of the.permi°t' engineer, appropriate areas of the trench may be protected by plate bridging or protective fencing. PLATE BRIDGING IN THE TRAVELED WAY SHALL BE AS SHOWN ON THE ATTACHED DRAWING. A27. Performance .Grade.Asphalt (PG) selection is based on pavement climate regions and as per County Ordinance 461 specifications, section -ll: Inland Valley: PG 64-10 South Mountain: PG 64-16 Desert Areas: PG 70-10 (also used for AC dikes) Asphalt Rubber Hot Mix (ARHM) PG 64-16 (all regions) .I . -- Continued -- -7 - Encroachment Permit No. 08-12-0014 GRANITE CONSTRUCTION -CO. MONROE STREET DECEMBER 24, 2008. - A2A. Final paving course will contain 1/2 -inch maximum aggregate and shall be of.the Performance Grade (PG) asphalt concrete see (A27) AC paving and placement will conform to applicable sections of the State of California Standards Specifications, latest edition and Ordinance 461 Specifications Section 11. For trench patches completed, a final paving course will be placed.0.1 feet in thickness as indicated on the attached drawing. Changes to overlay widths and other requirements may becomenecessary due to discrepancies between plans and existing field conditions, proposed excavation encroaching upon additional road lanes, unanticipated damage to a road caused by contractor and other similar considerations. Any and all such additional paving requirements deemed necessary by the County will be performed'at the full expense of the permittee. A2B. In situations where the full roadway will be removed by the permitee, full reconstruction of the structural section will be required. The aggregate base will be C1ass.II aggregate base, of appropriate thickness, 0.50' as the minimum. When the asphalt ,-concrete section is 0.30' or thicker the paving will be as follows, leveling course 3/4 inch maximum, medium PG asphalt, over"3/4 inch maximum medium PG.AC finish course. C01. ROAD CLOSURES: No street shall be closed without expressed approval by the Permit Engineer. 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 there. is no alternative to closing a street in order to perform the work, a request by letter complete with detour plans and proposed closure dates must be submitted to the permit engineer, at least four (4) weeks in advance of the proposed.road closure. Road closures, if approved, require a seperate permit (no exceptions)—Road closure requirements and procedures are available at the Riverside County Transportation Department permit section offices. C06. At.a minimum, temporary traffic control during construction shall conform to the.latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) and the requirements of the County Traffic Engineer. C07.'All spoil.trench excavation shall be placed outside the paved section of or as directed by the Riverside County Transportation Department inspector." Continued -8= Encroachment Permit No. 08-12-0014 GRANITE CONSTRUCTION CO. MONROE STREET DECEMBER 24, 2008 C08. All street crossings. shall be cut in half -street sections' to facilitate the flow of traffic. Under no circumstances shall work be performed.o�these crossings on Saturdays, Sundays, or holidays. C13. ALL WORK AS AUTHORIZED BY THIS•PERMIT WITHIN THE PAVED SECTION SHALL BE PERFORMED BETWEEN THE HOURS OF 7 AM AND 3:30 PM UNLESS OTHERWISE DIRECTED BY THE RIVERSIDE COUNTY DIRECTOR OF TRANSPORTATION. Y r C15. It is the responsibility of the permittee to provide for the restoration of any traffic signing and striping or, pavement markings that is disturbed as a result of this installation: Traffic signing and striping shall be done by County forces with all'incurred costs borne by the permittee,' unless otherwise approved'by the County Traffic Engineer. L01. BACKFILL MATERIAL: Backfill shall be'free of brush, roots or other'orgainc substance detrimental to is use for purposes of producing an adequately consolidated backfill. Any material ..which the County 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 sa'hd or .gravel L02. BACKFILL MATERIAL: Backfill shall be approved imported select material or equivalent -and shall,be placed in lifts of not greater than eight inches (811)--and-vibrated using vibrotamper or equivalent equipment. Alternate methods may besubstituted, but in any case a relative compaction of 95 percent shall be attained within the structural section of the roadway. L03.' COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 200 feet and a minimum of one (1) test on each road. -One (1) copy of each test shall.be forwarded. -to the Riverside County Director of Transportation for approval and filed prior to making permanent repairs. Compaction tests shall be.made as outlined -in Section 6.3.01 of State of California Standard Specifications, latest edition, County Ordinance 461 specifications .(section 8.02) and Standard 818. -- Continued -- 0 -9- Encroachment Permit No. 08-12-0014 GRANITE CONSTRUCTION CO. MONROE STREET DECEMBER 24, 2008 ` L04. COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing "or service line. One copy of each test shall be'forwarded to the Riverside County Director of Transportation for approval -and filed prior to making permanent repairs. Compaction tests shall be made as outlined in section .6.3.01 of State of'California Standard Specifications, latest edition, County Ordinance 461 specifications. (section 8.*02) and Standard 818. S01.. All street centerline and other.survey.monuments likely to be disturbed by construction of this project shall be perpetua- ted in conformance with 8771 of the Business and Professions,Code (Prof."Land Surveyor's.Act). A completed Corner Record showing at least 4 ties to each point shall be'prepared by a licensed land., surveyor or registered civil engineer (prior to 1982) and sub- mitted to the County Surveyor prior to any construction. After construction,. a subsequent corner record shall be filed with the County.Surveyor for.the replacement of any monument that has been destroyed, damaged, covered, obscured, or otherwise obliterated by the construction as stated by the Board of Regristration for Professional Engineers and Land Surveyor's letter dated Feb. 28, 1997. All monuments shall be flush with the surface of the pave= ment and in conformance with Riverside County Ordinance 461, sec tion -21. Corner Records for replacement monuments must be submitted prior to any proper project clearance. 502. The permittee shall notify the.Riverside County Surveyor's office .(951.955.6700 for Riverside office or 760.863.8267 for Indio office) at least two weeks in advance of the starting of construction, so'-that,.any precise benchmarks located within this project may be moved prior to construction.. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 11065 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: Cleaned 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 Gose 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. 1 ❑ 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. y R5 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 bdginning 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 surrey 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 (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. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be, placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 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 of 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. 11065 Andalusia/ InstallRed Stamped Concrete'in Off -Site Median Nosings / TM 31681; Monroe Street Median North of Avenue 60 In addition to the standard permit conditions, the following shall apply: L. 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. This permit or copy of it shall be on. the .work site (usually the job trailer) for inspection during the actual work performed. 3. 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. 4. T. D. Desert Development (Nolan Sparks) and Cal West Concrete, 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. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m: and at least twenty-four (24) hours.prior to the anticipated inspection. 7. 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) neither before 8:30 a.m. nor after 4:30 p.m. 8. 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 City Traffic Signal Technician at (760) 250-0511 if signal operation at the intersection is to be altered in any way. Special Conditions Page 1 of 9 a PERMIT NO. 11065 Andalusia / Install Red Stamped Concrete in Off -Site Median Nosings / TM 31681; Monroe Street Median North of Avenue 60 9. The permittee and/or contractor placing engineered fill must provide adequate time and safety for.the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing . . frequency shall be determined by the Geotechnical Engineer of Record such. that the fill can -be determined to be placed according to the city approved plans. 10. The permittee and/or contractor shall provide surveyor. staking information adequate for the City Inspector -to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they, shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 11. 12. 13. 14. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance ' 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for, any damage'to other City streets or facilities as.a result of work performed under this permit. '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: A. Approval of the construction B. Plan identification C. Time Frame of Closure 'D. Alternative Routes. 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. T. D. Desert Development (Nolan Sparks) and Cal West Concrete, hereinafter referred .to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during soil .import/eXport activities: a. A valid grading permit shall be.active at both the import and export site b.. The import/export material during hauling shall be.near 70% optimum moisture content. C. Street cleaning shall occur, as necessary, at import and export location. d. Trucks•hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or'a.City approved plan. Special Conditions Page 2 of 9 PERMIT NO. 11065 Andalusia / Install Red Stamped Concrete in Off: Site Median Nosings / TM 31681; Monroe Street Median North of Avenue 60 15. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part); 1982), at residential streets, advance warning signs and traffic control shall be .installed and maintained in accordance with the latest version of the Work Area Traffic Control Handbook (WATCH Manual). On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the latest version of the California Manual of Uniform Traffic Control Devices (MUTCD). 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 of two (2) travel lanes of paved surface shall be maintained at all times. 16. 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. 17. 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. 18. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric Design of Highways and Streets, 5`1' Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. , 19. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's: 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. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to Settlement at and near the locations of the work area. Prior to the city issuing a building permit,.the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction'report on all fill is required following pad certification and prior to building permit issuance. Special Conditions Page 3 of 9. PERMIT NO: 11065 Andalusia / Install Red Stamped Concrete in Off -Site Median Nosings / TM 31681; Monroe Street Median North of Avenue 60 20. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. 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. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered' Civil Engineer. 21. The issuance of this permit and the City approval of the related construction improvement plans .do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or. existing errors & omissions by the architect or engineer of record. 22. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into -the CalTrans, other. City, or County right of way. 23. 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. k c. Contractors State License Number 24. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept .in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and7updated Certificate of Liability Insurance shall be submitted to the City. "Each policy shall name the City as an additional insured. 25. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 26. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 27. During work hours, 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 Special Conditions Page 4 of 9 r It y PERMIT NO. 11065 Andalusia /Install Red Stamped Concrete in Off -Site Median Nosings / TM 31681; r Monroe Street Median North of Avenue 60 28: 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. 29. Prior to excavating inwative soils, the owner of the project shall have employed by proposal contract an ' archaeological observer for the site excavations* within native undisturbed soils. A copy of the contract ► must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the < archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. ' 30. 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 review and approval prior to start of construction or parking on the paved R/W. 31. The permittee. is required to provide a changeable message board informing the commuters using the affected Major and Primary Arterial roads of major construction and 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. 32. The permittee is required toprovide an informative message board (approved b the City Engineer) informing the commuters , using .the affected roadways of - a. Possible.traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. '33. 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), exceptas otherwise specified herein. 1 Native material may be used as backfill material provided that minimum compaction, achieved in the manner, prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical 'supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill.compaction shall be achieved by the following conditions: ' A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector.and%or the City Inspector and :the resulting excavation backfilled with pipe bedding material. Special Conditions 11 Page 5 of 9 .- PERMIT NO. 11065 .Andalusia / Install Red Stamped Concrete in Off -Site Median Nosings / TM 31681; Monroe Street Median North of Avenue 60 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. 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. e 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. H. 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. 34. 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. 35. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. .3.6. ` Access and. egress to all local properties shall be maintained at all times. special Conditions Page 6 of 9 PERMIT NO. 11065 Andalusia / Install Red Stamped Concrete in Off --Site Median Nosings / TM 31681; Monroe Street Median North of Avenue 60 37. Pursuant to Section 14.16.375 ' of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall'be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) footbeyond 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 a City approved 3/" max medium asphalt concrete as the base course lift and a City approved %" 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/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping 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 finishedpavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 7 of 9 PERMIT NO. 11065 Andalusia / Install Red Stamped Concrete in Off Site Median Nosings / TM 31681; Monroe Street Median North of Avenue 60 '38. • 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. 39. , 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 resthcted'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. 40. The City of La.Quinta reserves the right to revoke, suspend or void this permit at any time. '41. 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. 42. If it is, the intent of the permittee to cut thepavement 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. 43. 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; + 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. . 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 3 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letter's.'Must have. white legend on red background: ; Special Conditions Page 8 of 9 , PERMIT NO. 11065 Andalusia / Install Red Stamped Concrete in Off -Site Median Nosings / TM 31681;. Monroe Street Median North of Avenue 60. D. Directing Traffic 1. Only three (3) signals are required. STOP SLOW PROCEED A'A. t 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. Special Conditions Page 9 of 9 PROJECT: ANDALUSIA AT CORAL MTN.' PROJECT TRACT # 31681-1 LA 6UINTA; CA I J INDEX: WATER CONSERVATION STATEMENT SHEET NUMBER SHEET NAME 7u. t STANDARD SYMBOLS AND ABBREVIATIONS ' .� .. Al" Al" ACCCRD&MY — ufr of wont Tw. TYPICAL- - —_ — Q*Er "Tc*amPA -- MOINRO ( NOT TO DCC® 31) '. rC HNRNOAR CENTER . }##HIGH POI T OP MONO (N NC ES Y ., E R PROPERTY LIE RAMPS •�- I(EYIIOTE 8t£ MASTER LIST a1 fM1�yT ON EO DOAN FIBERS EOWL - OETAL KUSER } ., MI wMNWI ATER ACE LEV3• . MI ET KINSER CCL OC(AIRI f i/ . A • D(PANBgN JONT - .. ' D Boom 1PCw _ w LP DIA HIM POINT mw PCM DIAMETER • - 0 PCNr OF BEOliarO POR MENS101M - carr M OCHTDAX s H30Nr - - RECTION CF BLADE Q MN ON WCOCAPE BII A BWRN t CCG S& CENTER - ELEVATION CETAL . DA DECCLPO® ORANIIE VICINITY MAP • ax�weATTONB REvisioNs .. LA OLWA BHEETC Bom m . t D f GL\TO G •- 58TH AVE. .. - a Underground -Service Alert- - APPROVALS Z • .5. 58TH AVE - "(S11ALfiff r TaLAPae 811 a _� CVWD LANDSCAPE APPROVAL,Q W 81ST AVE Tn TORKM DAYS ®OBE. 700 DDl " ., T,r oFn l.wOFF 6p MCotly4vMWs.Obo�tF o.arnw`.e Z I• .. .. .:n...,wa"O•.e.,.e�. .��.. . emOAVE" DATE: # 12 O • n' • • r 1® W1® •ID @OaCtlmO 10 Wl®R W OG � - s �® ®I 0 W �� P Y� Ul E®DI � � • M ' 1113111111111111 7u. t ®® 1 I I I I PLANT LEGEND d I C\4t I I I ! I I ® ® I � I I - • I I I I I I PlOfi'T}i i I I i i ®® i I ® ®• I i i' SCALE= 1'-20'-0' GRAPHIC SCALE' i� •I If 1 ® ® �` li I � ® ® ° I ' I NOTE: ® - , • I • ® _I I . _ - TI� RAW WA" B EWMXB AND FE!"*alf WR=VURES OF ANY K00 I I, PLANIID, ALLED OR BL✓LT W CVWD AM USER EABHB9 s ® -I �i •:.• t . I CR RKYifOFWAY Wrn KX f FWl3I WTAlRX7 AN BxAOACFAB/f FROM CVWD. CVWD LANDSCAPE APPROVAL -----I \ \ ® � � N�. � _,n-ec+�+no.oeo-re�aerDticme,�a.v.mswmerDmwn I I I ® I �C� 1 C � 0 r.Chap�ftCl .Amw yWa m,4CRby CV ,myp�I�^.CbMOa USSR RVft.a ". Tm pbm waob a pnre-N J . Ianlnp 0ap� osEuvmtiv,p Y I h.CVWD. BASIS OF BEARINGS PLANNING AND ZONING COMPEIANCE RGA LAI08CAFE ARCHITECM INC, IN THE CfTY OF LA QUINT CALF -OR" °�'° 0` Underground Service Alert. _ 7&IAILESSANDRO. SUM E RP ,1isi10 TOLL FREE. uNi1 Nc oEnEcroR vaw 0) 773- a � �,� r DRN, PRNATE RR1024 e . . FAX 080) 0 -OM L7 UERD DESERT CA 92M 1-800" ... - ' CITY OF u OU NTA E MbJU RDA-ROA-fDJOCM - CHECK.. &Call: �, 9"MED BY: Cm OF u OUINTA - UNDER THE SUKRMSON OF: ax SHEET �L'-3.00 227-2600 BENCH MARK: i s� oma, . ' ' NO. DATE NWT. - IPPVD DAlE - - _ ,' 20-0' 10 sHFE15 71MO71iY R. JONASSON. P.E DANE RONALD GREGORY R.LA. 1532 - ' .. FOR: - O1Y R6TFEMCG TWO WORKING DAYS BEFORE YOU DIC - '' PUBLIC WORKS DIRECTOR Cf1Y ENGINEER �T - - R E V. I S I'.0 N S Rc. P. A: 1 , o TD: DESERT DEVELOPMBdT, LF r WTH AVE. - —II t, ' " :!� V "COPOOI' — ����;� a0iii7ii7i�ippii7007d a i � 000. S , J'. �v��-i_ ✓.O � P STAMPED �\' / moo,>o�►) �n ter. CONCRETE���; LA OUINTA �jf'\%��uiil11i1\\\\��fSa s��fil7i6fdi�_`�`:C�•\\P%lbw,•-,_;.160�yj'. WTH AM T • — KEY CONCIPIETE FER CM CF' LA OUINTA r � Gig LU Q • • :11 ? I • ®® 1 I I I I PLANT LEGEND d I C\4t I I I ! I I ® ® I � I I - • I I I I I I PlOfi'T}i i I I i i ®® i I ® ®• I i i' SCALE= 1'-20'-0' GRAPHIC SCALE' i� •I If 1 ® ® �` li I � ® ® ° I ' I NOTE: ® - , • I • ® _I I . _ - TI� RAW WA" B EWMXB AND FE!"*alf WR=VURES OF ANY K00 I I, PLANIID, ALLED OR BL✓LT W CVWD AM USER EABHB9 s ® -I �i •:.• t . I CR RKYifOFWAY Wrn KX f FWl3I WTAlRX7 AN BxAOACFAB/f FROM CVWD. CVWD LANDSCAPE APPROVAL -----I \ \ ® � � N�. � _,n-ec+�+no.oeo-re�aerDticme,�a.v.mswmerDmwn I I I ® I �C� 1 C � 0 r.Chap�ftCl .Amw yWa m,4CRby CV ,myp�I�^.CbMOa USSR RVft.a ". Tm pbm waob a pnre-N J . Ianlnp 0ap� osEuvmtiv,p Y I h.CVWD. BASIS OF BEARINGS PLANNING AND ZONING COMPEIANCE RGA LAI08CAFE ARCHITECM INC, IN THE CfTY OF LA QUINT CALF -OR" °�'° 0` Underground Service Alert. _ 7&IAILESSANDRO. SUM E RP ,1isi10 TOLL FREE. uNi1 Nc oEnEcroR vaw 0) 773- a � �,� r DRN, PRNATE RR1024 e . . FAX 080) 0 -OM L7 UERD DESERT CA 92M 1-800" ... - ' CITY OF u OU NTA E MbJU RDA-ROA-fDJOCM - CHECK.. &Call: �, 9"MED BY: Cm OF u OUINTA - UNDER THE SUKRMSON OF: ax SHEET �L'-3.00 227-2600 BENCH MARK: i s� oma, . ' ' NO. DATE NWT. - IPPVD DAlE - - _ ,' 20-0' 10 sHFE15 71MO71iY R. JONASSON. P.E DANE RONALD GREGORY R.LA. 1532 - ' .. FOR: - O1Y R6TFEMCG TWO WORKING DAYS BEFORE YOU DIC - '' PUBLIC WORKS DIRECTOR Cf1Y ENGINEER �T - - R E V. I S I'.0 N S Rc. P. A: 1 , o TD: DESERT DEVELOPMBdT, LF r t, �, i •: he»a01i11 lal wll I Ffi i R? KEN 4N.P� ,. ta. ate. \ �. �iE p�s ..�Y;�.��_�--.-�•."1 ' l, ate=•-- �% �/'1 �c. :• I�,�If�i���_'ri.;^:'�,�`gtiv�'M1�c'p�pill0�i:11 qy OPfr vrFl Mit ..<,� ,�, � T'� � �i �� ����• ,--�a�>or,;�r1,� ✓sem/,/r1 �C ►'.�I �� �Y „ � a .� tea I'\��JlliiiiinYlUC:S�\\'�i �'/�'117ii1j1151dt �:1,2:.9JJ/Jlc>',:i100��1! m m m w Im m n • , m m l 1 • � `y'y n CY W-Vj� • • =4A 440A - - - - dpi ' ft. cvwo. Nil 7� • 11 - 3 13 --- --7--PLAIIIIIING AND ZONING COMPLIANM - 1 i O • .•0.i. d I •'I I. Underground Call: TOLL FREE PLANNING DERECTOR i CITY OF LA QUINTA LES J OHNSON DATE 1-800 APPROVED BY: CITY OF III UNDER. THE SUPERVISION OF. 227-2600 0WENIM TWO WORKING DAYS BEFORE YOU DIG �m� �� - f" I I 1 I I I I 1 I I" I I I I I I I i I I I I I I I I I 1 I I I I I ( I I , I` , , , , I I KEY MAP PLANT LEGEND � P T E q Tnme pent neve eeen,eNewea me 9W 3, Aa Valley alley Wy wwka In eomidaiw./tl, WN« COAs Title 7. Ch•p« 3. ANtle 70.6. Seaton 8&W «eery re Pit effkkm tmWsdspe ane «gmpn Amon In .I I I mA60L I CODE T BOTANICAL NAAE COMMON NAAE 107Y WATER USE I WE I RBdARCB W na 20' o 0 M UPER O FM ASCAPE ARCIVECM SURE E� PALM DESERT. CA 97180 IN THE MY OF PALM& CALIFOF MA DESM RP DATE74020 11/9/10 1a• CA CACIA ANI3kiA GA TREE 0 LOW 2 24' BOX STANDARD TIP ITIPU TIPUANA TREE 18 LIOD 3 24' BOX STANDARD • P Gl1f I RONALD GREGORY R.LA 1532 FM TD. DESERT DEVELOPMEW, LP an " ACTT 3Fff1UBS t.RTLE .JOW .JOHN BOTTLEBRUSH 294 Moo s 5 GAL -MACULATA VALENTINP BUSH 344 LOW 2 S GAL YEfi 96 MOD s t GAL ANA M014TEVDEJL9l4 PROS, LANTANA 235 1,00.5 1 1 GAL GOLD DECDIMPOSED GRANITE r rn D� m •y ; o rP m m m m m mlInt m in L n m m, m m m m m :* 71 1Q! Underground C.U: TOLL FREE �)1-800 n�u - ell TWO WORKING DAYS BEFORE YOU DIG I I 1 I I I I 1 I I" I I I I I I I i I I I I I I I I I 1 I I I I I ( I I , I` , , , , I I KEY MAP t PLANT OUANTTTY- List IS provided for the convenience Of the contractor/client and Is not Mended for accurate bldg purposes 2 K ANT ALLOWANCE The contractor shat provide 51,000 to be used for addtlonal plant material not Ytdcated on to legend wfdd may be deemed necessary by the landscape architect and approved by fine ownees representative, such plant materiel WE be specified and field located by the gape arddted. fi We allowance is not used or Is only part* used, the, unused portion shat be cradled to tine owner. 36 LANDSCAPE AFAMTECT / CITY: Shal field review all pled locations prior to planting Planta dhel be placed In their Mended locations while SO In their containers/boxes, 4 UNIT PRICE& Landscape Contractor ahal ttrndah.udt prices for all pied material and i rlgatbn materiel when sutwHBig his bid to tine owner. 5. WAFINNO Hard materiel Ided may or may not have been approved by the Ag Kral Commissioner's Office. Lanuiseape Contractor, please contact the Agicutt t Cornmis oner for approval Plant material not condcrrnhg With quarantine laws may be destroyed and d•1 action taken. Al plant material Is III Mod to hepeetfon at the discretion of the Apic lbrel Conrnleeionere Office. S, Mounding All nxxrm*g indicated on thio plenttg plan shat be considered decorative, and o not Mended to be a part of the efte drainage system All mounding ehal be Installed so that the toe of the mood Is a nftnum of t8 Inches from arty sidewak or a mint um of 3 feet from any bu0dng MosN9rg dopes shat not be deeper titian 31 I II NOTE- . II TREM FLAW WALLS, WEWALK9 AND PERMANENT T STRUCIU ES OF ANY KIND _ S ALL NO'r BE R.AM®, INSTALLED OR M&T N CVWD MD USER EASEi„@Jr OR fW3I fi-0FWAY Vrnmff FTRBT OBTANNO AN ENCROACH@)! FROM CVWDL l CVWD LANDSCAPE APPROVAL. MANNING AND ZONING COMPLIANCE LES JOHNSON DATE PLANNING DERECTOR CRY OF LA UINTA WPROVED BY: CITY OF U QUINTA I PLANT LEGEND � P T E q Tnme pent neve eeen,eNewea me 9W 3, Aa Valley alley Wy wwka In eomidaiw./tl, WN« COAs Title 7. Ch•p« 3. ANtle 70.6. Seaton 8&W «eery re Pit effkkm tmWsdspe ane «gmpn Amon In .I I I mA60L I CODE T BOTANICAL NAAE COMMON NAAE 107Y WATER USE I WE I RBdARCB W na 20' o 0 M UPER O FM ASCAPE ARCIVECM SURE E� PALM DESERT. CA 97180 IN THE MY OF PALM& CALIFOF MA DESM RP DATE74020 11/9/10 1a• CA CACIA ANI3kiA GA TREE 0 LOW 2 24' BOX STANDARD TIP ITIPU TIPUANA TREE 18 LIOD 3 24' BOX STANDARD • P Gl1f I RONALD GREGORY R.LA 1532 FM TD. DESERT DEVELOPMEW, LP an " ACTT 3Fff1UBS t.RTLE .JOW .JOHN BOTTLEBRUSH 294 Moo s 5 GAL -MACULATA VALENTINP BUSH 344 LOW 2 S GAL YEfi 96 MOD s t GAL ANA M014TEVDEJL9l4 PROS, LANTANA 235 1,00.5 1 1 GAL GOLD DECDIMPOSED GRANITE 8' LOW W = PINES - r DEFIK PLACE N ALL PLANrwo AREAS UNLESS OTNIFRWISE NOTED t PLANT OUANTTTY- List IS provided for the convenience Of the contractor/client and Is not Mended for accurate bldg purposes 2 K ANT ALLOWANCE The contractor shat provide 51,000 to be used for addtlonal plant material not Ytdcated on to legend wfdd may be deemed necessary by the landscape architect and approved by fine ownees representative, such plant materiel WE be specified and field located by the gape arddted. fi We allowance is not used or Is only part* used, the, unused portion shat be cradled to tine owner. 36 LANDSCAPE AFAMTECT / CITY: Shal field review all pled locations prior to planting Planta dhel be placed In their Mended locations while SO In their containers/boxes, 4 UNIT PRICE& Landscape Contractor ahal ttrndah.udt prices for all pied material and i rlgatbn materiel when sutwHBig his bid to tine owner. 5. WAFINNO Hard materiel Ided may or may not have been approved by the Ag Kral Commissioner's Office. Lanuiseape Contractor, please contact the Agicutt t Cornmis oner for approval Plant material not condcrrnhg With quarantine laws may be destroyed and d•1 action taken. Al plant material Is III Mod to hepeetfon at the discretion of the Apic lbrel Conrnleeionere Office. S, Mounding All nxxrm*g indicated on thio plenttg plan shat be considered decorative, and o not Mended to be a part of the efte drainage system All mounding ehal be Installed so that the toe of the mood Is a nftnum of t8 Inches from arty sidewak or a mint um of 3 feet from any bu0dng MosN9rg dopes shat not be deeper titian 31 I II NOTE- . II TREM FLAW WALLS, WEWALK9 AND PERMANENT T STRUCIU ES OF ANY KIND _ S ALL NO'r BE R.AM®, INSTALLED OR M&T N CVWD MD USER EASEi„@Jr OR fW3I fi-0FWAY Vrnmff FTRBT OBTANNO AN ENCROACH@)! FROM CVWDL l CVWD LANDSCAPE APPROVAL. MANNING AND ZONING COMPLIANCE LES JOHNSON DATE PLANNING DERECTOR CRY OF LA UINTA WPROVED BY: CITY OF U QUINTA I , ► � P T E q Tnme pent neve eeen,eNewea me 9W 3, Aa Valley alley Wy wwka In eomidaiw./tl, WN« COAs Title 7. Ch•p« 3. ANtle 70.6. Seaton 8&W «eery re Pit effkkm tmWsdspe ane «gmpn Amon In .I I I NOPTT}t ` SCALE: 1'20'-0' GRAPHIC SCALE � �yaTRICl coop«etlon wm me Tom ew'«mna egencyl0uy«cm,b1 Appo Ld a ggR RWbo/•Wey. nom. pen+. reQl.eM�VemmreN .mmm«em�a«eheweep«me«ham hCVWD « usaR .ft«mmd.a mwluow Orsi en enw d—d P-0 ft. CVWD. _I W na 20' o 0 M UPER O FM ASCAPE ARCIVECM SURE E� PALM DESERT. CA 97180 IN THE MY OF LA QUQ�IT CALIFOF MA DESM RP DATE74020 11/9/10 DRAFT:PRIVATE REnOahICL FAX (7eO) 773-5615 E RAIU ROAWQA-PDXM LT R1024 omuc BK T L-3.02 OF 10 SHEETS UNDER THE SUPERVISION OF: • P Gl1f SCALE 1' = 20'-0' RONALD GREGORY R.LA 1532 FM TD. DESERT DEVELOPMEW, LP an " � � r , ` •' � .. •., l•t , ter. I'c ?i. , - fe..,._, NO SCALE .• y' r `til v W20'1 to . 1h1 ROAD 60TH AVE y - ._ ,. - - - . WORK [' . ` :,+t!F t l ♦ r t . . IT .. _ • r AHEAD k ,a/'". • 4 i ,. ', - - :, y®!f 4�":. .• - 6262 « .. ., - ! r'K T `�i � - `, .. ` �• � � i END - .{.- _ • 58TH AVE ` (REDUCED TO FIT) _ s C17 (CA)} Rt 1 ` C-12 (CA)''- " + 6 RT f a. iXowwoxe' W20-1 - arl}ouart . 0 A ,• 35. , ws•, ' R,-, ' - < RROW ROAD „ • - -R1.1 G20.2 - i Al R4 -7a -1112 + • _ EXISTING ROAD �LANE� WORK - - r RI -1 END KEEP +. W1•8 NARROWS VISING AMEAOPIT ROAD WORK ` RIGHT ��. EXISTING. - 500' 500' MONROEST U I a G� G �•,= f WORK WORK WORK WORK 1� { G5 ,. _ - -. _ - - -- —. v�o� �v_�--�""`� "�- � � � _ ;-rte•, � J' _ � -. - • � .. 4ii" C30 CA) - R,.1 .1�' Jam- ,ry5•/�� •. _ 1 60 CA) 500' 500' c 7 (CA) 350' �LANE 1132 6 T ) nista LANE f FIRE �(�' ,� 0" (B GINNING OF DOUBLE �eLose� ® '% eLoseD (' ' W20-1 Rt -1 RI -I W20-2 "a01bQ YELLOW LINE). ^ ' EXISTING EXISTING G20.2 _ ACCESS j ONLY END ExlsnNc 45 Rana W1-4 (RT) { L U' T ROAD WORK R� KEEP " . t,, 59TH AVE r WDRK DETOUR e ^ .a AHEAD O • AHEAD � t'II EXIS ING . - - ' EXISTING EXISTING - ''si - RIGHT ", .• • C20-2 •�� • _ " ,. � "• END - ,4_ �• p .' r _ LJ� ' t = :I ROAD WORK i In In , "t ;(, •" • + • • •a A i _- , t - , - `" a /- _ .-.. i f1 III���111111��C .. , ., ' .4 T . - , wt: i i. + a( ., .• 1 J' ., y, • , . I ..[ s ROAD ka' �, - , .r ' _ w' - ., '! 4, 4:{. _} . .i r. - Y + .• WORK 2 . - ~ 1. ' AHEAD r i ee , .. R Y. . a ,r «... •. !' - .. .; •..! _ cr.'s- ! .. 7 .`�' _ ..,� 71 $: i s yn• :. Y r yt �. e '06 3' .:+' '` ` : t.. ^ ,-"``','�..•' \.�f/ ,. '' , •r ' ..y' •W� _s J r + ./F - tr ,r • 1; .+ ! - - .'." .R . y • f ',R. ' ~i..,] '• ''* - - .. ., ': s'. - . '. , _ - .. a i• ti .. + �4w• gid• 7 ''t•� � � �t "� Y.' 'y .+�lL +, '. } 'T' ♦ o' � , * • �•,+E ' * _ _ .+ • •4, „1. - y. y.J. ,111 , ! I,,.,. 4i .. y, y , > 4' (:' _ '-A .- 1 `h .•�r„ ,! »r+"Y `.a '. {:y„; 9 .. • J. 'iY• 's.•- ` +' dr 4 ` s = •r - t SY Oats F%rmK Number . - Reviewed ' , •�. Pending NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT' SHALL BE IN ACCORDANCE WITH THE 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D.) £'+ Treffic Control Planfor :: a 4', •; 4 + i,..• ' "r'� z 2: TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC $AFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY Install Stamped Concrete in Median : z CIN OF LAQUINTAAND/OR COUNTY OF RIVERSIDE REPRESENTATIVE.. -Contact t - a - l )I. - + - - .,_,. Prime Codracror - .+ J: 1', .- J •Contad 3. THROUGHOUT EACH WORKPERIOD; CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGN$, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 3 Cal West,Concrete ; _ :Maria (951) 285-0399,- 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP.) TRAFFIC LANE:WIDTH ATALLTIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUTANDTHE NEAREST TRAFFIC LANE:- Kiri +." r ' *-TrafficCordml Design by • - Prepared Ely Checked By, • ' ', . t: S. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES '+ 4, Tops N Bar es, Inc.' MattUpp, Ron Fifeld '. ' '' * • THIS TRAFFIC T IN P A E RING WORK HOURS ONLY. AT END F THE WORK EAR OF D ,T d TRAFFIC T `"` -" - r r -` -Phone Speed Umft Dara " Sheet Number 1 , 6 . S C CON ROL SHALL BE L C DU 0 OU S 0 0 . 0 K HOURS, THE ROAD SHALL BE CL DEBRIS AND,T C RE URNED TO NORMAL. ` _ = t:/ ; , 7, CONFLICTING SIGNS SHALL BE COVERED WHILE THIS TRAFFIC CONTROL IS IN PLAN (EXISTING SPEED LIMITSIGNS).. • y - �''' ; ' K. (800)852 -TOPS 55 08/19/11 1 REV .. ' r - Ci of -La' Uinta Public Works Engineering Department Inspector's Daily Log ' Commercial/Residential I Development ' S T IRM /..Se L. •�et�i�-�a i ,S'�r L //a� S�-tT��-, //'% T, d. O -a GJ od d ,r. WEIGHMASTER CERTIFI(�ATE THIS IS TO CERTIFY that the following delribed commodity was weighed, measured, or counted by a weighmaster, whose signa- ture is on this certificate, who is a recognized authority of accu- racy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. , CY = Cubic Yard PY = Per Cubic Yard r - Weighed at: 35905 `DILLON ROAD, SUPERIOR READY MIX CONCRETE, L.P. SERVING SOUTHERN CALIFORNIA SINCE 1958 /9 i S WITH LOCATIONS TO SERVE YOU. 4 1 SHOWN ON REVERSE j ©1724093 INDIO, 9220 _ i�- DATE CUSTOMER NO. ORDER -NO.— CUSTOMER-P.O.-NO. P_LANT.NO.�� .DELIVERY TICKET_NO. 26--Sep--11 CALWE015 7256 075• 10684 CUSTOMER NAME -CUSTOMER.JOB.NO.�. JOB CAL WEST, -CONCRETE j JOBADDRESS MAP_PAGE Y 60TH . & . MONROE, L,A ®UINTA GOTH & 'kNONROE . .SPECIAL INSTRUCTIONS' J IWEIGHMASTER �— ,., r WILLIAM KENNEDY _DESIGN NO...,SLUMP—, D85553 � 4, ®0 TRUCK NO.,r .._ �I-DRIVER.NAME 0:39 - E SCOBEDO, AN'T503 _ORDERED BY—' — -- — -- RUN .OTY_ORDERED LOAD OTY CUMULATIVE QTY UOM . PRODUCT DESCRIPTION PRODUCT CODE .'UNIT PRICE TAX 'AMOUNT i 9. 50, 9. 50 CY . 520-C-2500 ,� t D85553 9.50 '9. 50 PY DAVIS ALT SCFLD QUARRY RE DAC -32-55 QTY TO GO rill Excessive water is detrimental to concrete C.O.D. TICK,5T`TIMYJE�y=-ARRIVEE 17J performance. El Cash TOTAL FOR THIS TICKET ' Gallons to full load /Slum P ❑ Check No. START��. 'EINISH�` TOTAL FOR THIS ORDER Gallons to 3/4 load /Slump ! ,2 Credit Gallons to 1/2 load /Slump Driver Comments • ' , STAND-BY TIME FOR THIS TICKET PREVIOUS STAND-BY Gallons to 1/4 load /Slump Water added on job at Customer's retauest. Authorized By: / +' customer aCKnowleages that the described material has been selected '.and ordered by Customer and that Superior has not reviewed any plans or specifications nor given any oral recommendations or assurances regarding the fitness of the material for'a specified purpose, unless Superior has provided such review, recommendations or assurances in a writing signed by an authorized representative of Superior. Superior does snot'warrant that the materials supplied comply with SB 800. Superior warrants only that the materials meet the ASTM standards applicable to the supplied material. Concrete is Some cracking, pop -outs, surface blemishes or color variations may occur for which Superior is not responsible. • Water is added only atCustomer's request. Added water will increase water/cement ratios, decrease strength and may cause increased cracking., Superior is not responsible foi the addition of ' 'I water or any/ Y, material to the concrete by�thecustomer. Customer agrees to defend, indemnify and hold Superior harmles§, to the fullest extent of the law, from any liability or claims J ( for damagei relating toithe ordered material being not suitable for its intended use or not suited for placement upon the ground'soils or conditions where the materials are. placed." + + SRM -145 REV 7/07 - Received in Good condition by: r DELIVERY c• t. SUPERIOR READY MIX CONCRETE, L.P. r CORPORATE HEADQUARTERS 1508 W. MISSION RD. • ESCONDIDO, CA 92029 PHONE: (760) 745-0556 • FAX: (760) 740-9557 WWW . SU.PER:I.ORR:M.COM FOR ALL YOUR CONCRETE AND AGGREGATE NEEDS: N. SAN DIEGO COUNTY :RIVERSIDE COUNTY CALL: 760-745-0556 CALL: 951-277-3553 • ESCONDIDO • CORONA • OCEANSIDE • MURRIETA •AGUANGA FALLBROOK CALL: 760-728-1.128 HEMET CALL: 951-658-1562 S. SAN DIEGO COUNTY CALL: 858-695-0666 COACHELLA VALLEY & HIGH DESERT • CARROLL CANYON CALL: 760-343-3418 • MISSION GORGE • 1.000 PALMS • OTAY:MESA • INDIO • COACIIELLA LAKESIDE • YUCCA VALLEY CALL: 619-443-7510 • 29 PALMS RAMONA EL CENTRO t CALL: 760-789-1180 CALL: 760-352-4341 t TERMS AND CONDITIONS OF SALE / SAFETY PRECAUTIONS Your calls may be recorded for quality assurance purposes. 1. "CAUTION! Freshly mixed concrete may cause skin injury. Avoid contact with skin and wash exposed skin afeas promptly with water. In case of contact with eyes, rinse with water immediately and repeatedly and seek medical. attention. Keep children away from concrete and other .freshly mixed cement products." 2. Customer is responsible to provide an area or container for the clean out of mixer truck chute. Any discharge to watercourses, street butters or stormdrains is a violation of law. 3. Customer acknow.ledbes that he has instructed Superior's driver to unload materials in a location specified by Customer, and agrees to defend, indemnify and hold Superior harmless .from any liabilty or claims for damage to property as a result of the movements of Superior's truck from the public street to and about the delivery location. 4. No refunds: All. sales are final. Customer Sianature City of La'Quffita N °r Public Works Engineering Department r Inspector?s Daily Log Commercial./Residential (Development � Date . (F c y,- o?� S. ... M T. F S ,T1���S o`Od-.gca To /1'o1 %L fa E CST/ Toi a�, i r s�,�-T . ��,,.te e.: 61,9 !%Ilk .9'% o % ° - S c 4 V •�. �•• ,tom Y By- / IJ.; & be— 44ek,-i, !J lit,(e c,� CLQ i. s�✓ e�sscs Page of a city,of La Quintat.: Public Works Engineering Department Inspector'i Daily Log _dj O Commercial./Residential Development Dater ✓ c o� �! Weather: Clear ❑ Cloudy Rainy ❑ Overcast ❑ S M s Temperature Range:'_Wind: Still ❑ Moderate ElHigh E] el ell- s� ) d '4" Gc� LvJs�_ /G . L r i gid, r -� flu, By: —'rte Title: eaPmhuctian 9'iiepec%+ulc Page of City -Q.fLa. Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development S S M .T W TH F L344 4 -fa ' 3 a F •r � " 5�.✓1�4Ci.e ., ���/ C� , d.� ���c G Q C1 City .of Lal Quinta _ 'Public Works Engineering Department. _ Inspectorls Daily Log ) Commereial/Resid.ential Development .. �. ....M JT W �.o �w . �ee.f� . � o � C A-7-; � i�- l� e 4^e.r' �,,✓rtj;..,., • ' i�.�i o� e r . r� C:_a�.�Ya C. wT � t � � • . � ` �7� .�- i o� ems• ;� �r C��o �, � . ' �� y� �� LJa .� - Ll .`vu L7Y�_(�?L- �D•l fL may' L.� � ,r .. AL r ,j �S _moo � ss � iiJd � �y�-% �✓ �,� .S': � V mil ' s �.,� �� .. 5 ity • o f La Quinta.. Public Works Engineering Department • Inspector' Daily Log CommereiaViesidential Development " , . .. , . M City of L.a Quinta Public Works Engineering Department Inspector's Daily Log. Commercial/Residential Development Weather: Clear Cloudy ❑ Rainy ❑ Overcast ❑ S M W 1.,T -H= Temperature Range: `N. Wind: Still ❑ Moderate ❑ High ❑ r .�4/ L ka Y? K yt, /4iff J. '/441. l� 4J r ) V3; h- - .tea,. City 6 f La Quinta ,w wrik� _ -Public Works Engineering Department Iispector*s Dairy Log' j Commercial/Residential Development r e?� 1i IM T JITH JE IS .I //D G ' tv A 5 By. Title: C'amhuction Adoeci �c Page of �f' e 0.J � �i�/S ��'�J- �9 n c. /'J S'..f-sG -si' ti.f' � % � � ✓ �9�rr• - /IW Cx.o�.� '/�cc err . � �� '� ss -� �-� . �✓ o ✓ �. � f , of 5�7C8»�c+1 i s /� •- i � � �� 9 ��: d Ls .'!1 14 SS t ----,•e-. � c�%m 71 �a �-.. �.� � � �}�'�r `� - C ' '� n -y - f► ,g. � �o an.�-kms 3 �� �a.��-,�' -- O n:Iy T•�S� �� � ,yld,-..t .'� -t.. �r�.:7f � �%%/�-r''�,x_ � .�j - G' y. ' tv A 5 By. Title: C'amhuction Adoeci �c Page of WEIGHMASTER CERTIFICATE t � SUPERIOR READY MIX.CONCRETE L.P. r HS IS TO CERTIFY that the following described commodity was '. 4.weighed, measured, or counted by a weighmaster, whose signa- SERVING SOUTHERN CALIFORNIA SINCE 1958 lure is on this certificate, who is a recognized authority of accu- 1471-74 /1 7 1' - 4 3 racy, as prescribed by Chapter 7 (commencing with Section 12700) %;' . _ y. WITH LOCATIONS�TO'SERVE _YOU' .' ' .8. —3 AAA J. i ' '.�... r ... _ v a..:. 3 of Division 5 of the California Business and Professions Code, �" �' •-SHOWN ONREVERSE ='t!i S' a administered by the Division of.Measurement Standards of the i ' �.. .'• California Department of Food and Agriculture. CY = Cubic Yard PY = Per Cubic Yard 01725P45 y ;yd.r`• ., � i•' .. „, {, r: � N� V+. 'X Y � �, in f:. � 'j� .. '• '7 Weighed at: 35905' DILLON ROAD, INDIO, 92202:� DATE CUSTOMER 28 -Sep -11 C.AL.WtO15 NO.—ORDER-NO.— .CUSTOMER,P.O._NO.- 7258 ' ,;. —'- 7 r.'F f , PLANT NO...—.�..DELIVERY_TICKET NO z 107Ei? ..075 _CUSTER CGLRS!'CONC9.kT OOM JB NO J�B�AD,iDES &. MON1t�E,'LA�iC�IRTTA�'`-6�b'i"VI�CINE;C� i— -.-MAP_PAGE SP_ECIAL.INSTRUC.T.IONS— 4 _tWEIGHMASTER- -- - — WILLIAM .KENNED'Y ' D NO.— ��3 SLUMP �. ®G��.e TUG NO..� - I �`�i�►�ti`���; RAYMLIhIDO„" ED BY • ' OTY ORDERED LOAD OTY CUMULATIVE CITY UOM d PRODUCT -DESCRIPTION :PRODUCT CODE - 1 UNIT PRICE TAX AMOUNT 9.50 19. 00 CK" 520-C-2508 D85553 9.50 �9. 00 FY,: ,DAVXIE, T:' � L: : .A 1 " OTY TO GO .t :4 �V•1;•• Excessive water is detrimental to concrete C.O.D. T , I T TIM ARRIVE ( — performance. i , c. r' Cash r ;•. ; TOTAL FOR THIS TICKET ;, ^ �i..Jx , Gallons to full load /Slum p • 0 Check No. ,^= `915redit START—START�.�FINISH._.,,- TOTAL FOR THIS ORDER ; Gallons to 3/4' load /Slump Gallons to 1/2 load S ump Driver Comments. STAND-BY TIME FOR THIS TICKET PREVIOUS STAND-BY Gallons to 1/4 load Z /Slump Water added n_job.at Customer's request. j Authorized By: '"Customer acknowledges that the described'material has been selected and`ordered by Customer and•that Superior has not reviewed any plans, or specifications noy-given any oral'• recommendations or assurances regarding the fitness of the material for a specified purpose, unless Superior'has provided such review, recommendations or assurances•in a`writing signed by an authorised representative of,Superior. Superior does not warrant that the materials supplied corrsply.with SB 800. Superior warrants only that the materials meet the ASTM., standards applicable to the supplied material. Concrete is.porous. Some crackingpop-outs, surface blemishes or color variations may occur for which Superior is not responsible. Water;'{: a is added only at Customer's request. Added water will increase?water/cement tai 6"s, decrease strength and,may cause increased cracking. Superioris not responsible for the addition of : `,water or any other material to the concrete by the customer. Customer abrees to defend, indemnify,and hold Superior harmless, to the fullest extent of the law, from any liability, or'claims�; t' k yk:. {; 36r damage relating to the ordered material being not suitable for its iritend'e4.use or,'not suited for placement upon-the\ground soils or conditions where•Ctie materials are_placed +�+r L.•t t '•t �' It - DELIVERY \ 1 ..... -. _ . SRM -145 REV SUPERIOR READY MIX CONCRETE, L.P. h CORPORATE HEADQUARTERS 1508 W. MISSION RD. • ESCONDIDO, CA 92029 :PHONE: (760) 745-0.556 • FAx: (760) 740-9557 WWW.SUPERIORRM.C3M FOR ALL YOUR CONCRETE AND AGGREGATE NEEDS: N. SAN DIEGO COUNTY RIVERSIDE COUNTY CALL: 760-745-0556 CALL: 951-277-3553 • ESCOND.IDO • CORONA ' • OCEANSIDE • MURRIETA > • AGUANGA FALLBROOK CALL: 760-728-1.128 HEMET CALL: 951-658-1.562 S. SAN D1EG0 COUNTY CALL: 858-695-0666 COACHELLA VALLEY & HIGH DESERT • CARROLL CANYON CALL: 760-343-3418 • MISSION GORGE • 1.000 PALMS • OTAY MESA • 1NDIO •COACHL-LLA LAKESIDE • YUCCA VALLEY CALL: 619-443-7510 •29 .PALMS RAMONA EL CENTRO CALL: 760-789-1180 CALL: 760-352-4341 TERMS AND CONDITIONS OF SALE / SAFETY PRECAUTIONS Your calls :may be recorded for quality assurance purposes. 1. "CAUTION! Freshly mixed concrete may cause skin injury. Avoid contact with skin and wash exposed skin areas promptly with water. In case of contact with eyes, :rinse with water immediately and repeatedly and seek medical attention. Keep children away from concrete and other freshly mixed cement products." 2. Customer is responsible to provide an area or container for the clean out of mixer truck chute. Any discharge to watercourses, street gutters or stormdrains is a violation of law. 3. Customer acknowledges that he has instructed Superior's driver to unload materials in a location specified by Customer, and agrees to defend, indemnify and hold Superior harmless from any liabilty or cl<ums for damage to property as a result of the movements of Superior's truck from the public street to and about the delivery location. 4. No refunds. All sales are final. Customer Signature %,i'+. +. WEIGFIMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signa- ture is on this certificate, who is a recognized authority of accu- racy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered'by the Division of Measurement Standards of the California Department of Food and Agriculture. ,CY =,Cubic Yard��: , PY.'= Per Cubic Yard ':Weighed at: 35905 DILLONt ROAD, SUPERIOR READY MIX-C.ONCRETE, L.P:. y:': , SERVING SOUTHERN CALIFORNIA SINCE 1958 /j `�'j �4 , 5 f. WITH LOCATIONS TO SERVE YOU r `3 t �! i SHOWN ON REVERSEAll i INDIOp 92202 i J1 DATE CUSTOMER-NO.ORDER.NO.�. 2E -Sep -11._. C6tLt�E�t81�i -CUSTOMER-P.O_NO. 758 �► P_LANT.NO.— �:®75 DELIVERY T.ICKET_NO., 1®753 . .CUSTOMERNAME .CSTOMERJOB.NO. CAL WESTUICAE-TE ..- Cw , JO dfDD ESS l MAPPAGE :ati Y -y - �vjE,T SPECIAL INSTRUCTIONS . _ IWEIGHMASTER e VILL.IAM ICE NEDY 3 DggS )NY9ib SLUMP_���.7RYl1�4NO..�=_,._-KRH��R aK1r 'off KC.Gp " RTCH I D R13l�EDBY y OTYORDER`.�' ♦ ,.. _ , . .;�;�;�..u. a••. LOAD QTY CUMULATIVE OTYe j wUOM –, " PRODUCT DESCRIPTION <Pl30DUCT CODE UNIT PRICE `.TAX ,AMOUNT. 9Y 5tr� :kK 9. 50 CY '520-t_s-:2500 r 50 f `VIS p �r �^Vflk'r; (�. Ii 6 l �( E ~ AVIS s�L 1 ��Er6rN`�MAiB�i.4'`�` 'I+i ,4k '�' *y'� tf •«,wc,:kH�'+ rTT„ .', .t'.. Y h V ' d sn�=A" •"1 ' !n„ {tal°^•r w' / �4 R,1�:. IiR i Al!",_ �'' xl"?"'V:7,.'+ f•-. .tY F 1., . .j' , +.. 1 • :.Y �` 4 M: .J t y„ v ara+i .i, u. ,'r' i , , OTY TO GO' Excessive water' b detrimental to'concfete oLl. 1 C.O.D. TfK r.JV21—A/RRIVE: ' TOTAL FOR THIS TICKET �f %•F^,. performance. +, ❑ Cash J �Y l4 t START .y.1 , �INISHf is '. ' Q d.�' 71 TOTAL FOR THIS ORDER ': Gallons to full load /Slump `1: - .0W Gallons to 3/4 load /Slum ❑Check No. �. ❑ Credit' P _k'' Gallons to 1/2 load,.-- /Slump ,. •w Driver Comments STAND-BY TIME FOR THIS TICKETS 44 Gallons to 1/4 load' /Slump;, PREVIOUS STAND-BY.'„; Water added on job at Customer's, requ'est.. Authorized .B "Customer acknowle.Ws,that the described material has been selected and ordered by,Customer and that Superiiir has not reviewed any plans or specifications nor given any oral ,a recommendations or assurances regarding the fitness of'the material for a specified purpose, unless Superior has provided such review, recommendationsorassurances in a writing signed I' by an authorized representative of Superior. Superior does not warrant that the materials supplied comply with S'R' 800. Superior warrants.only that the materials meet the ASTM standards applicable to the supplied material. Concrete is porous. Some cracking, pop -outs, surface blemishes or color variations may occur, for which Superior is riot responsible. Water is added only at Customer's regtiest. 'Added water will increase water/cement ratios, decrease strength and mzy cause' increased cracking. Superior is not responsible for the addition of •r water or any other material to the concrete by the'customer. Customer agrees to defend, indemnify and hold Superior harmless, to the fullesf extent of the, law, from any liability or claims fnr rinrnsae relwina to -tha nrrlerPrf n-t—in] hPinr, not crrit�l,lP fnr ite ntanrlP l nm ... nnr c,�7t•o.l 4.....Innom�.,t ......i6o ..........1 ..,.:�.. ..:b:......1:.:...... ...1.�.� .L, 65 ,,........,r,. -1---A Received in good condition by: DELIVERY .t l t t !A SRM -145 REV 7/07 SUPERIOR READY MIX CONCRETE, L.P. _ CORPORATE HEADQUARTERS 1508 W. MISSION RD. • ESCONDIDO. CA 92029 PHONE: (760) 745-0556 •PAX: (760) 740-9557 WWW.SUP.ERIORR:M.CVM i FOR ALL YOUR CONCRETE AND AGGREGATE NEEDS: N. SAN DIEGO COUNTY CALL: 760-745-0556 • ESCONDIDO • OCEANSIDE FALLBROO.K CALL: 760-728-1..128 J . S. SAN DIEGO COUNTY RIVERSIDE COUNTY CALL: 951-277-3553 •CO.RONA • MURRIETA •AGUANGA HEM.ET CALL: 951-658-1.562 t L CALL: 858-695-0666 COACIIELLA VALLEY & HIGH DESERT • CARROLL CANYON CALL: 760-343-3418 ' • MISSION GORGE yy • 1.000 PALMS • OTAY MESA f • INDIO •COACHELLA LAKESIDE • YUCCA VALLEY CALL: 61.9-443-7510 • 29 PALMS RAMONA EL CENTRO CALL: 760-789-1180 CALL: 760-352-4341 �7� TERMS AND CONDITIONS OF SALE / SAFETY PRECAUTIONS I1 Your calls may be recorded for quality assurance purposes. 1 '0LUTION! Freshly mixed concrete may cause skin injury. Avoid contact with skin and wash exposed skin areas promptly with water. In case of contact with eyes, rinse with water immediately and repeatedly and seek medical attention. Keep childrenawav from concrete and other freshly mixed cement products." 2. Customer is responsible to provide an area or container for the clean out of mixer truck chute. Any discharge to watercourses, street gutters or stormdrains is a violation of law. 3. Customer acknowledges that he has instructed Superior's driver to unload materials in a location specified by Customer, and agrees to defend, indemnify and hold Superior harmless from any liabilty or claims for damage to property as a result of the movements of Superior's truck from the public street to and about the delivery location. • �r 4. No refunds. All sales are final. Customer Signature f City of La Quinta Public Works Engineering Department Inspector's Daily Log Comulercial/Residential.Development JJ. eB t ,,I J w c� '.9z. (.,.''-�i�9-G�o,.•. � %/9 � ,�`Ti.._/ (��Y+-tet../ L� -L C .��5'� 77%GO'i9�z /�� �!/ (o D (7o„Vo T S 1;7` cf- �y lee e G/l W -� 3 �cJ r V` Wq�j ✓ ` e -✓d e � S n/ wATc-, L L- ' s, 74 tin.;: /' - S �•T _ �_ Q r JJ. eB t ,,I J w c� '.9z. (.,.''-�i�9-G�o,.•. � %/9 � ,�`Ti.._/ (��Y+-tet../ L� -L C .��5'� 77%GO'i9�z /�� �!/ (o D (7o„Vo T S 1;7` cf- �y lee e G/l W -� 3 �cJ r V` Wq�j ✓ ` e -✓d e � S n/ wATc-, L L- ' s, 74 tin.;: /' - ::r�_�L - �•T _ �_ Q r WEIGHMASTER CERTIFICATE�I �.. THIS ISTOCERTIFY that the following described commoditywas SUPERIOR READYtMIX CONCRETE,,,L.P ... r weighed, measured, or counted by a weighmaster, whose signs; r SERVING SOUTHERN CALIFORNIA SINCE 1958 ' lure is on this certificate, who is a recognized authority of accu- , r+ !'t`fl% a' .1 4 717351 ' racy, as prescribed by Chapter 7 (commencing with Sectiori 12700 WITH LOCATIONS TO SERVE YOU of Division 5 of the California Business and Professions CoddSHOWN ON REVERSE administered by the Division of.Measurement Standards _of•the�`�,..-,�,:•�••„•,, - -_-= • California Department of Food and Agriculture. - .�. " 1 - J CY = Cubic Yard PY Per Cubic Yard •• M1 M+ , �; h v s • t Weighed at: 35905 DILLON' ROAD, INnIO, {'3.220_ DATE CUSTOMER NO. ORDER-NO.—-CUSTOMERP.O.-NO.S^ DELIVERY TICKET_NO. 29 -Sep -11 CALWE015 7259., IPLANTLNO.— it 075 10773 CUSTOMER NAMEJOB.NO. QAL, WEST CONCRETE `��:- JOB JO DD ESS :. & t�aa��oE,: t�,� �ux��r�� J�`0•r��`� ;�oi�Ra� - 1 MAP_PAGE I. •. ,l;�T� SPECIAL.INSTRUCTIONS" WEIGNMASTER 41 WILLIAM KENNEDY off,9W953 - SLUA � ��, ii •C. IVO. -GGZJ`I DO, r1N'rON-I-0i ED -BY QT_Y_OR RED LOAD QfY. CUMULATIVE QTY UOM PRODUCT DESCRIPTION ' PRODUCT CODE UNIT PRICE rTAX ' AMOUNT ." , 9.•513 t. 9: 50 CY 520-C-25@0 D85553 9. 50 -9.•50 FY DAVIS ALT SCFLD QUARRY R�.. 1)�C-32-55 f om? , iq i t -f t .,. c ( "� t .. ...;aV`-,`•-• S " =, '4 -- . QTY TO GO - F, �w °oifv,'Ps Excessive water is detrimental to concrete {ply��j C.O.D. I TT ' ARRIVE "' "' TOTAL FOR THIS TICKET, performance. �► . % El Cash _START= FINISH- i w, Gallons to fu•II load /Slum R� / ° p El No. Gallons to 3/4 load /Slump EJ Credit TOTAL FOR THIS ORDER -. Driver Comments STAND-BY TIME FOR THIS TICKET Gallons to 1/2 load /Slump PREVIOUS STAND-BY Gallons to.1/4 load /Slump t - t . lr Water added on job at Customer's request. !• �t � ro Authorized B j ' li tl "Customer acknowledges that the described material has been selected and ordered by Customer and''that Superior has not reviewed any plans or specifications nor given any oral recomnleridations or"bssurances regarding the fitness offhe material for,a specified purpose, unless Superior has provided such review, recommendations or assurances in a writing signed by an authorized representative of Superior.. Superior/floes not warrant that 6e materials supplied comply-witbiSB 800. `Superior warrants only that the materials meet the ASTM standards applicable to the supplied material�Concret2 is porous. Some cracking, po�-outs, stWface blemishes or color variations may occur for which Superior is not responsible. Water is added odly. at Customer's') 7equest. 'Added water wall increase water/cement ratio, decrease strength and may cause increased cracking. Superior is not responsible for the addition of water or any other mat Tial t'o the onerete by the customer. Custorper agreesto* ed d, indemnify and hold Superior -harmless, to the fullest extent of the law, from any liability or claims fordamage relating to the ordered material beindnot suitable for its intended use or not suited for placement upon the ground soils or conditions where the materials are placed." f I: Received in good condition by: j DELIVERY t ' SRM -145 REV 7/07 �, t SUPERIOR READY MIX CONCRETE, L.P. * CORPORATE HEADQUARTERS 1508 W. MISSION RD. • ESCONDIDO. CA 92029 PHONE: (760) 745-0556 • FAX: (760) 740-9557 WWW .SUPERJORR:M.COM i FOR ALL YOUR CONCRETE AND AGGREGATE NEEDS: N. SAN DIEGO COUNTY RIVERSIDE COUNTY CALL: 760-745-0556 CALL: 951-277-3553 • ESCONDIDO • CORONA • OCEANSIDE • MURRIETA •AGUANGA FALLBROO.K CALL: 760-728-1.128 H.EM.ET CALL: 951-6.58-1562 S. SANDIEGO COUNTY CALL: 858-695-0666 { COACHELLA VALLEY & HIGH DESERT • CARROLL CANYON li CALL: 760-343-34.18 • MISS:IO.N GORGE 1 • 1.000 PALMS • OTAY MESA 1 { • INDIO �•COAC14ELLA LAKESIDE �� • YUCCA VALLEY CALL: 61.9-443=7510 •29 PALMS j� RAMONA EL CENTRO CALL: 760-789-1180 CALL: 760-352-4341 TERMS AND CONDITIONS OF SALE / SAFETY PRECAUTIONS Your calls may be recorded for quality assurance purposes. 1. "CAUTION! Freshly mixed concrete may cause skin injury., Avoid contact with skin and wash exposed skin areas promptly with water. In case of contact with eyes. rinse with water immediately and repeatedly and seek medical attention. Keep children away from concrete and other freshly mixed cement products." 2. Customer is responsible to provide an area or container for the clean out of mixer truck chute. Any discharge to watercourses, street butters or stormdrains is a violation of law. 3. Customer acknowledges that he has instructed Superior's driver to unload materials in a location specified by Customer, and agrees to defend, indemnify and hold Superior harmless .from any liabilty or claims for damage to property as a result of the movements of Superior's truck from the public street to and about the delivery location. i 4. No refunds. All sales are final. Customer Signature V "' / o}r a Sti ..��-���T ��"h� Th T� tsc LxT 7 ('6 o% Lj. cc. co, ,�%ems