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4517NOTE: ' With proper validation this form constitutes an encroachment permit 0 /vu CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III DATE: October 5, 2005 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION NE Corner of 48th and Adams; TM 31310: Hidden Shadow Ranch (Street address or Description of Location) PURPOSE OF CONSTRUCTION Off —Site street improvements Sketch (attach construction plans if appropriate) Sea PSN 05147 DESCRIPTION OF CONSTRUCTION Off -site street imTn— rovemenfis, Avenue 48 ��® DIMENSION OF INSTALLATION OR REMOVAL See PSN 05147 SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN October 10. 2005 APPROXIMATE TIME OF COMPLETION October 31 � 2005 ESTIMATED CONSTRUCTION COST $ 59 � 524 + 54,806 - 1 14 - 130 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) _ In consideration of the granting of this permit, the applicant hereby agrees to: OCT z i 2s�3 �NANrc AL'INTA r Indemnify, defend, and save the City, its authorized agents, officers, representatives"and employees, harmless from and against any and all*" penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property' happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Matt Nevine (909) 418-8864 Signature of Applicant, or Agent Groove Construction, Inc. 1451 Qual Street Suite 212 Nowparit PeAc t 926in t94gN RAC aAA? Name of Applicant (please print) Business Address Telephone No. Lee & Stires 634 South Palmetto Avenue (909) 983-9557 Name of Contractor and Job Foreman Business Address Telephone No. 288402 99445 Contractor's License No. City Business License No. Lloyes of London A15274083 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 3430.00 Permit Fee 100.00 Pen—alty As --Built Deg (1,000.00 Cash Deposit -Surety Bond -- if required 4,530�000TAL: $ 4,530.00 Receipt No. Received by Date f�,2 4517 PERMIT VALIDATION PERMIT NO. 4517 DATE APPROVED EXPIRATION DATE DATE ISSUED By Administrative Authority 4. Recorded by Telephone: (760) 777-7075 CA I r, tKS DEPARTMENT j ON FOR PERMIT 8 & 1 l aGV-%S Location of Construction: Purpose of Co struction: e - Description of Construction:MAIM �K r' f¢L iw ✓aV.a Dimension of Installation Removal: $e T51� p S 147 Approximate Construction Start Date: o to/ 1 0105 Approximate Construction Completion Date: 0 '31 65 Estimated Construction Cost: $ S 9 5 z 8 6= (` A 3 3 U ce A-tt Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back- lling, compaction and placing permanent resurfacing and or replacing improvements r Contact Name: �� ,, j" eit f (j(�5 Phone Number: Name of Applicant: Applicant Address: 1 Z 2 b Applicant Telephone Number: Name of Contractor:JA Contractor Address: 63 Q Contractor Telephone Number: tiOq -9S •q%j Contractor State License Number: 2 6194p2 Contractor City -'Business License Number: ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4 Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: A• (S 2-7 4i) �:k Office Use Only: Inspection Fee: � 30, Permit Fee: U e JJ As -Built Deposit: � U v Dust Control Deposit: Credit Amount: TOTAL FEE DUE: 5 3 Office Use Only: Assigned Permit Number. 15 1 -7 Approval Date: Expiration Date: Issue Date: Administrative Authority: AT SVV% " b . �_. i � � r ` 4 4 f •� r� f � � . t .. . ! .._ ... ti � S i i _ r' � ` i S �.f� ` f . ' � � � ' � . � j . � r. .• • •, r r ..� . ��• ,i - � «. - ,. r ' ,� 7 SCHEDULE "B" i�ffEI�ff�� J��L7•i%7lcwff��® �=��■��f�fi1•�i.��®fit STD.- m-Elloollaimm . ��■��O�i�E�[� -r: ' �: •• :.:..;.,� .......: :. .... �.. .�... .�......�•.._ ,.�,—,_...•�.�_.r+::.mt.-•.-c+-.—.'g.-;.P ..r: ...�-�_...-,... �..�„�.rnv,•—_n+--m—v Zc:s:---x�r;+._.....r^-T•--c—._...�;...R<5a'••e54aJ :'�, ,r--:n.�.._. 4M AND ADAMS. LA QUINTA 36 PAGE 14 OF 17 INITIAL CONSTRUCTION NOTES & EST)M Q— cONSTRuc-I- CROSS currFR WITHATE OF QUANTITIES SPLASH AREA (D_ INSTALL HANDICAP RAMP CASE rA■PERIDE _RIVfRSCOUNTY �. 210 � PER RIVERSIDE COUNTY CLEAN CUT, 0.10' H 51D 403 MATCH 6 EADER CUT AND FEATHER OVERLAY 2' TO N 1STING PAVE11afENT p DETAIL 'B" OTHIS SHEET CONSTRUCT 6" MEDIAN CURB PER CITYpF {A QUINT (s CONSTRUCT 4.5" A A STD. 210 .C. OVER .6_p CRUSHED AGG. BASE (MIN.) O 6O— PAINT 8" WHO ��PE PER CAL TRANS. DETAIL 38 7 —CONSTRUCT 8' MEANDERING SIDEWALK PER 8Q—INSTALL RETENTION SEPARATE Al1 PER. PLAN AND BAN AND PERMIT CONSTRUCT GUTTER DEPRESSION, PERMIT CASE C. PER CITY OF LA 10 CONSTRUCT SAND FILTER PER CITY OF LA QUI QUINTA STD. 331 11 INSTALL OUTLET NTA STD. No. 370 STRUCTURE PER ON -SITE STREET. AND STORM DRAIN PLANS 12 CONSTRUCT LEACH LINE (LENGTHS PER PLAN) 1.i CONSTRUCT COMBINATION INLET CATCH BAST 14 INSTALL 18' RCP PIPE D-LOAD 2000 (OR E N CITY QUINTA STD. No. 300 is INSTALL TYPE IV EQUAL) ARROWS PER CALTRANS STD. 16 INSTALL R3-2 (24' A24A X 24') PER MUTCD STD. INSTALL R4-7 (24' X 30') AND OM1-1 (1 g" X 18 INSTALL R6-2 (36' X 12' PER MUTCD STD. 18') PER MUTCD STD. 19 REMOVE EXISTING BIKE LANE STRIPE rINSTALL 6' BIKE LANE STRIPE PER MUTCO STD. ImmlON5 DATE SEAL - CITY 585 S.F. 2 372 L.F.✓ 39i t.F. 3806 S.F. ✓ ' 10 Pl)A C-.t„`,l 'v1 N, P.F. -j_'_ IN EI(P DATE�►K[Sls2/31/08 R/ C DI D SCHEDULE"D" Continued All insurance policies procured hereunder shall provide that no material change or cancellation in insurance shall be trade by the SUBCONTRACTOR or its SUBCONTRACTOR without thirty (30) days written notice to the CONTRACTOR and the CONTRACTOR'S written approval thereof. Compliance or failure to comply by the SUBCONTRACTOR with the foregoing requirements as to carrying insurance and furnishing certificates shall not relieve the SUBCONTRACTOR of his liabilities and obligations under this clause. A. In addition to such other warranties and guaranties required herein pertaining to the quality and fitness of the labor, materials, and/or equipment to be furnished hereunder, SUBCONTRACTOR hereby warrants and guarantees that all labor, materials and equipment to be furnished and provided here under shall be performed, installed, and operated in compliance with all applicable local, state, and federal statutes and regulations pertaining to health, safety and structural requirements. This warranty and guaranty is for the express benefit of the CONTRACTOR, Owner, Purchasers of the improvements to be constructed hereunder, and Lenders, which may now or hereafter have security interest in the real property upon which such improvements are to be constructed. Further, SUBCONTRACTOR hereby indemnifies and agrees to hold CONTRACTOR harmless from any and all claims, demands, damages, liabilities, costs and expenses; either of a punitive or compensatory nature (including attorney's fees) arising from the failure by SUBCONTRACTOR to comply with any applicable local, states, or federal statute or regulations pertaining to such health, safety, or structural requirements.. MY SIGNATURE below acknowledges that I have seen, read, understand and agree to the above referred to terns and conditions. CONTRACTOR GP By SUBCONTRACTOR LEE & STIRES, INC. Federal ID No: -� Are you incorporated: E Page 17 of 17 15b/ III / Gtlt7z) cuz)- L:J u +v - •- - DATe[�neu PID 7 OS CERTIFICATE OF LIABILITY INSURANCEi��A,cFn+ 05 serTrInc � AND c �a NoiuGHTSUPoHTHE►TE �THERmEPWK lows NOT AMEN% aO�W 7855 riranhoe Ave, Ste 460 La Jolla CA 92037 AFFORDING NNC9 i+hdae:858-459-8834 FOx:858-459-9019 FFORDINGCOf london INSURED INSURERu Quanta I>QflmCo Bth 6s A6amB• Li.0 E RLRURIRo *Ie se ove Coaetrnctiom Co.. Inc. C o Cameo HagSmiCae tNstR M 1 0eportach CA 92660 DWJREIR e COVERAGES ,yg�MMUVMBEWWtaYEa=�UWTOirM#MAXWWUEOABMFORYMPDUCYP8110D9�tCA7ED.N ST�WM ANrREQUF T MCMCQ*ORDNOFANYOWRR WORO'nMOO WRNRFZPWT70VACglTtil9f 'MMAYBEMMMOR is suBn=TO ALUM TEMML otcUM" AND CQ�� CF SUCN NAYPERrMr,TN£IIA�� POUMS.AGIO►TELB MSW WNNAYHAWOEENREOIICW �M - — -`- - W/TS -- A E GEmERALLIABLITY = COwwtCImGENE LUAowy CLAMWM E� o�URpE;=wiL&AOVffuuRV A15274083 04/20/05 04/$0/06 =� o0p/ eeDaaPUarveWS �) S 5000u s 8000 s 2000000 GENERAL AcGHEMTE s 2000000 PppDUCrs-COMIPMPAOO $2000000 Gg�tLnsGREGl17ELINITAt�sP6t: zi POi7CY WG oo� � (rlfuAdT = AUTOMOBILELIAWLITY AnYAUTO ALLOWNEDAUM FWlL=IIY s S[sEOttLED AU OB WRED AUTOS (P- 0. S NooF&AWMAUTOS � ��DAMAGE s AUrOONt.Y-EAACMENT s GARMIJAtt;T ANYAUTO EAAOC AUI'C ONLII AGG S s EAQHOCE 31000000 LRY B EXCE93NNOMMa►LJAB ZI OCCUR ❑ CLAwMAm QE=004320-00 04/20/05 04/20/06 AGGREGATE s s s oEDucttalF RETENTION s VAIRIUMfOMPENSATNLNAND �IpLOYERtY Laenrrn TDRY ER E,L EACH ACCWENi s DFFI oca�mEtn e..e ee.e�wufAe� Ea. o - FJ1 t3~ ELD-PaucrLuar s s *10 Days for Bon -payment E HOLDER w•••••`---•••••• PRO WC, sNOULD ANT OF TNB AMM 0MCM0W POLICIN fE CMWELLEO SEFORE THE E1�RATiO[ oAleT UMFTiEUMi U/SURa VMLLe OAV4RrO[ua 30* DAYswM75N NOTICETO:NE CERTIFICATE WWER NAM® To TmE LEFT. Bur FAILURE TO DO SO GNAtl Doom ND OtIL MTM OR UMUVY OF ANY MM UPON THE nmona . OS AOENT9 OR Proof Of Coverage LTILIM 2 3 4 PERMIT NO.4517 Hidden Shadow Ranch / Offsite Street on Ave 48 / Tract No. 31310 In addition to the standard permit conditions, the following shall apply: 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. Lee & Stires Inc, or Groove Construction, Inc., hereinafter referred to, as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and. maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. 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. Special Conditions I Page 1 of.I PERMIT NO.4517 Hidden Shadow Ranch / Offsite Street on Ave 48 / Tract No. 31310 8. 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. 9. -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. 10. 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 11. 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. 12. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10.§ 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 13. 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. 14. 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.- Special Conditions Page 2 of 7 PERMIT NO.4517 Hidden Shadow Ranch / Offsite Street on Ave 48 / Tract No. 31310 15. The permittee shall be responsible for notifying the inspection staff of importfill 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 I at 777-7089 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 Uniform 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. 16. 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 I at 777-7089.to determine the city inspector's phone number. The inspector shall determine the number and location of the test locations. 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: 17. 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. 18. 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.. 19. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 20. 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. 21. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer 1) of the private land owner whom is being encroached upon. Special Conditions Page 3 of 7 PERMIT NO.4517 Hidden Shadow Ranch / Offsite Street on Ave 48 / Tract No. 31310 22. Prior to performing construction work and closing any lanes in the Public Right of Way, the permttee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the'City Inspection staff. 23. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 24. Prior to excavating in native 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 I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 25. If public traffic lanes are required to be closed, this permit is not valid. until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 26. The permittee is required to provide an informative message board (approved'by'the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 27. Pursuant to Section 14.16.376 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights=of-way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at -all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall.be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. Special Conditions Page 4 of 7 PERMIT NO.4517 Hidden Shadow Ranch / Offsite Street on Ave 48 / Tract No. 31310 C. The first length of trench backfilled shall be backfilled in the. presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall. be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that . where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any. compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (asdetermined 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. 28. 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. 29.. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 30. . Access and egress to all local properties shall be maintained at all times. 31. 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) foot beyond trench edges. Edges shall be straight and clean. Special Conditions Page 5 of 7' PERMIT NO.4517 Hidden Shadow Ranch / Offsite Street on Ave 48 / Tract No. 31310 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 3/4" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping.. Asphalt concrete mix design shall be approved by the City prior to its placement. _ D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located ' in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. 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 finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 32. 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. 33. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not partof 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. Special Conditions Page 6 of 7 PERMIT NO.4517 Hidden Shadow Ranch/ Offsite Street on Ave 48 / Tract No..31310 34. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 35. 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. 36. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration -work. Special Conditions Page 7 of 7 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4517 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall.be fitted with rubber street shoes to protect the paving during excavations: Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, Or' broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete: structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker .shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized . by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall . be done under this permit until all utilities are clear of the proposed work site: The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A *) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (Y<") to one foot (1'). ® R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 Yz') of A.C. paving on (** N/A **) of class (*' N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. r�r:'�• r' Citv of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties . to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® 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 structuralsection of the roadway: ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® •1119 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed,.a temporary patch consisting of . two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A ** ) inches of A.0 surfacing placed on a ( ** N/A'") inch ('* N/A ** ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. Rf.. .N W-(�-E r. S NO SCALE d • A ,I 5 ST. RANCHO LA QUINTA EMPLOYEE PARKING RANCHO LA QUINTA GOLF COURSE MAINT. Nf' ROAD coxernucno, :.Axeao RANCHO LA QUINTA ,�- NOTES: ,1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW Appmed B DO speed umn IF DEEMED NECESSARY BY.CITY OF LA QUINTA REPRESENTATIVE. 50 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH Projed"eme TRAFFIC CONTROL PLANS. Street Improvements for Tract # 31310 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 11'TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. PAmecont &tor Tmftcon trolContraetor 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAI NTAI NED AT ALL TIMES. Groove Const. Tops N Barricades, Inc. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND THE CONES MOVED TO THE Phone Pqmmd By Boad on ftndaW EDGE OF PAVEMENT WHERE THE MEDIAN CURB WAS REMOVED. OPEN TRENCH SIGNS ON BARRICADES WITH FLASHING LIGHTS SHALL BE POSTED FOR OVERNIGHT. ALL TRAFFIC (800)852-TOPS Ron Fifield CALTRANS T-11 CONTROL DEVICES SHALL BE RETRO REFLECTIVE., THE LANES MAY BE LEFT CLOSED OVERNIGHT IF A MINIMUM 11' WIDE TRAFFIC LANE IS NOT AVAILABLE AFTERTHE PAVEMENT ShW NumbwDate Po tNumber IS REMOVED FOR THE NECESSARY WORK AND THE CITY OF LA QUINTAAPPROVES IT.. 1 9/30/05 To Be Issued on Approval I m t AVENUE 47 w 13 AVENUE 48 VICINITY MAP NOT TO SCALE OWNER: APPLICANT: CITY OF LA QUlNTA SANTA ROSA DEVELOPMENT 78-495 CALLETAMACO 46-753 ADAMS STREET LA QUlNTA, CALIFORNIA 92253 LA QUlNTA, CALIFORNIA 92253 PHONE: (760) 777-7125 PHONE: (949) 771-3345 FAX: <949)771-0686 ASSESSORS PARCEL NUMBER: 649-030-069 BASIS OF BEARING: BEARINGS ARE BASED ON THE CENTERUNE OF ADAMS STREET, BEING N 00'2WO80W, PER P.M .B.193150-51. BENCHMARK BRASS CAP MONUMENT STAMPED 'PD-102-70' NEAR THE INTERSECTION OF WASHINGTON ST. & AVE. SO- 315.0' WEST ON AVE. 50, 46' NORTH BEHIND CURB, 6.0' SOUTH OF PP#T29860. FLUSH IN LAWN. ELEVATION 43.772 UTILITY PURVEYORS: WATER: COACHELLA VALLEY WATER DISTRICT - 760-398-2651 SEWER: COACHELLA VALLEY WATER DISTRICT - 760-398-2651 ELECTRIC: IMPERIAL IRRIGATION DISTRICT - 760-398-5811 TELEPHONE: VERSON - 760-864-1715 GAS: THE GAS COMPANY - 760-341-2348 CABLE: TiME WARNER - 760-340-2225 ESTIMATE OF QUANTITIES THE ESTIMATE OF QUANTITIES SHOWN ON THESE PLANS IS FOR OBTAINING A PERMIT ONLYI THE CONTRACTOR IS RESPONSIBLE FOR HIS OWN QUANTMES FOR BIDDING PURPOSES! . TD Ar'T ? 7 ? 7 A nr:E C 1TC -C"rb C[7r I hA E D nXIMU rkl7 C I AMC GENERAL NOTES 1. ALL WORK SHALL BE DONE IN -ACCORDANCE WITH THE STANDARDPLANS OF THE CITY OF LA QUlNTA > AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS_ CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA •QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUlNTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. (f 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CAL -TRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. LLJ L1.1 t {.�- .. ... ,. O 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUlNTA OR OTHER t # � � I i_....-.. GOVERNING AGENCIES. • I"" ` • I t 5. THE C ONTRACTOR SHALL NOTIFY TILE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY . • • • • • c/i GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 . aV)� $ • . • Z 3: 6. PRIOR TO REQUIRING INSPECTIONS. G • W 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q �U ' THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE Q 1 ? Z COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ! - Q MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. m 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF , _,,,,,, � ALL REGULATORY, WARNING AND GUIDE SIGNS. 8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY 2f12.49 ? dVl - _ y ~� THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION 14moO ? A6NIIS S710EET _ . .. �.. .� _ __ _ . _. _� . �.._ ..- .� . _ . _ » .._ _. .. , w _ ..» ,» _ ..._ _._ . _ .. .. _._ _ - _- �. �. _ _ _� - _ •- --.- -.-- ..-. _.....� _..,. __ ._., .,....._ _r SHALL BE APPROVED BY THE CITY ENGINEER. _,. if w "" "'� 6 r '� __ _.__ w __._ �.. ~ 14 " "' '" "` 1 ` " "" j� �"' " " 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON - jr -' -F I--- ----+ THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND AVENUE 48TH SURVEYOR, ONLY. SCALE: 1' = 50' 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF "LIMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: NORTH 0 25 50 100 150 200 OCTOBER 1 ST TO APRIL 30TH: MONDAY FRIDAY 7:00 AM TO S:30 PM SATURDAY 8:00 AM TO 5.00 PM MAY I ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7.00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOUDAYS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM "" SATISFACTION OF THE AS A'RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THL CITY ENGINEER. SIGNING- AND STRIPING- NOTES 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCEWiTH THE R/W R/W STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN tHE PEI(FORMANCE OF WORK 1. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NARY, SUBSEQUENT TO PLAN UPON HIGHWAYS; IN ORDER TO ELIMINATE ANY HAZARDS. APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NON IMPROVEMENTS AVE BEEN IBY THE CITYORPLA�HIRD� WITHINTHE 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST' OBTAIN A NATIONAL 12' 8 13, 13 9 9 13' 13' 8 12' IMMEDIATESREE VICINITY THE PROPOSED BY IF AFT MINES POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED THE NEWLY INSTALLED IMPROVEMENTS IMPACT THE DESIGN INTEGRITY OF THESE PLANS AS TO FILE A NOTICE OF INTENT (NO0 WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE EXISTING ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE EXISTING ti EXISTING 6 RB & COSTS, INCURRED AS A RESULT OF THE DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL MEDIAN CURB MEDIAN GUTTER SPONSORS. NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND UPON APPROVAL, THESE PLANS ARE VAUD FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS g 2. AL, ENFORCED BY THE STATE WATER RESOURCES CONTROL. BOARD. 4 k _ ,, 1 = BEAR WITH _ .._ _ . .--► .�.. -- .. _ FROM DATE OF APPROVAL THE IMPROVEMENT SPONSOR.SHALL ALL COSTS ASSOCIATED _ � .. .. � RIGHT T O REQUIRE PLAN REVISIONS AS NECESSARY SUBSEQUENT TO PLAN 14. THE CITY RETAINS THE R G Q . , TtiE SUT-NOT UMITFD :TO t m, m 1MPROVEMIENT O .: < . _ AND T 'UPDATING PL.h145, NCLifDi1+1G ..: _.: COSTS, _ -�'` MPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS IF ANY APPROVAL, BUT PRIOR TO�CO , G '�' AFFECT COMPLIANCE WITH ANY WON qTY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, NEW STREET IMPROVEMFJ�ITS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE EXISTING MEDIAN ENAi_lW {IR ADOPTED BY THE CITY OR flTIiER JURIS131CTKiNS WfiH AUTHORITYSd IBSEQUENT TO IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN EXISTING AC PAVEMENT -�. EXISTING AC PAVEMENT 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC PROPOSED 8' THE PLAN APPROVAL DATE. INTEGRITY OF THE IMPROVEMENT PROPOSED iN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, EXISTING BASE MEANDERING SIDEWALK INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. AVENUE �• WORKS CONSTRUCTION, LATEST EDITION, AND RIVERSIDE COUNTY STANDARD PLANS, LATEST EXISTING TYPICAL EPI4/1L SEA.. i ION EDITION, HEREAFTER REIFERRED UNLESS OTHERWISE SPECIFIED• TO AS THE STANDARD SPECIFICATIONS AND STANDARD PLANS, 15. THESE PLANS ARE VAUD FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATEV WITH UPDATING THE NO SCALE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS- TO AFFECT 4. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS. AND SIGNS, (EXCEPT PAVEMENT' LEGENDS), SHALL E WITH I ANY CITY STANDARDS, ORDINANCES, OR LAWS AND kEGULATtONS, COMPLY WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD ENACTED COMPLIANCE ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO . SPECIFICATIONS. HEREAFTER REFERRED TO AS THE STATE STANDARD SPECIFICATIONS AND STATE THE PLAN APPROVAL DATE. STANDARD PLANS. 5. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CALL CiTY INSPECTOR AT (760) 777- PAVING NOTES 7075 TO MAKE ARRANGEMENTS FOR RENTAL OF CITY STENCILS OR INFORMATION REGARDING 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES MODEL NOS. OF CiI V STENCILS. COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL 6. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 85 OF THE STATE SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING STANDARD SPECIFICATIONS, ENTITLED PAVEMENT MARKERS. ADHESIVE FOR PAVEMENT MARKERS THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND SHAH CONFORM TO THE PROVISIONS IN SECTION 95-2.04 OF THE STATE STANDARD ACCEPTED. SPECIFICATIONS ENTITL® RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS. 2. A SEPARATE PERMIT iS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND 2' MIN. GOLD PLANE OVERLAY 7. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WiTH REFLECTORIZED MATERIAL TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED AND LIGHTED IN 0.10' MIN. THICKNESS IN BOTH COATS, AND 514ALLL CONFORM TO SECTION 84-=3, ENTITLEDPAINTED TRAFFIC STRIPES AND CONFORMANCE WITH THE CAI: -TRANS' "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND OR AS DIRECTED PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECFICATIONS. MAINTENANCE WORK ZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE ------lAwED AND PAVING 2 - CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES CmrENGINEER. EXISTING PAVING 2 MIN' 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT PAVEMENT ,NEW PAVEMENT �- v )$5 J OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE a -CONSTRUCT CROSS GUTTER WITH SPLASH AREA PER RIVERSIDE COUNTY STD. 27 fl 585 S.F.' � _ 3. ASPHALT CONCRETE PAVING, EXCEPT FOROVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE two REMOVED BY WET SANDBLASTING OR GRINDING. COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION.400 OF THE REVISED STANDARD Q-- INSTALL HANDICAP RAMP CASE 'A' PER RIVERSIDE COUNTY STD 403 2 SPECIFICATIONS, ,COACHELLA VALLEY VERSION {GREEN BOOK), NOTED AS FOLLOWS: 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE WEARING COURSE (UPPER COURSE): III A-C2-AR-4000 �3 -- CLEAN CUT, 0.1 W HEADER CUT AND FEATHER OVERLAY 2' TO 372 LF.� CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY BASE COUP (LOWER COURSES): IIIB-B3 AR-4000 MATCH EXISTING PAVEMENT PER DETAIL'B' ON THIS SHEET P ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING THE WEARING COURSE SHAD. BE A 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE JOIN �Fi�`A�L »�� 4 coNSTR�ICT 6' iAEDF�W tilR6 PER C(TYOF LA QUWTA STD. 210 91 LF. lbl�r SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR.. DEBRIS WITHIN THE B OF THE REQUIRED ASP1 1.T CONCRETE THICKNESS. ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH -POWER VACUUM. N.T.S. 3806 S.F. 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE �3 -- CONSTRUCT 4.5' A.C. OVER &W AGG. BASE (MINI 1Q SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL SEALED WITH CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL A COMPLETE PROPOSED MIX DESIGN IDENTIFYING ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED THE MIX CHARACTERISTICS SUCH AS: AGGREGATE GRADATIONS, VOIDS iN MINERAL AGGREGATE 8 PAINT 8' WHITE STRIPE PER CAL TRANS. DETAIL 38 AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERM WITH AN (VMA), AIR VOIDS, AND S-VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. PLAN ja- CONSTRUCT 8' MEANDERING SIDEWALK PER SEPARATE AN AND PERMIT ' ' z r r _ LEGENDFORM. ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD TO ENSURE TIMELY APPROVAL, THE CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA ---r-- - LEGEND QUINTA'S DESIGN MIX APPROVAL CHECKLIST (FORM FQ82) TO ENSURE ALL REQUIRED LAB TESTS ARE 0- INSTALL RETENTION WALL PER SEPARATE PLAN AND PERMIT 11. ALL SIGNS SHALL CONFORM TO SECTION S6-2, ENTITLED 'ROADSIDE SIGNS; AS SPECIFIED IN THE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH CONSTRUCT GUTTER DEPRESSION, CASE C, PER CITY OF LA QUlNTA STD. 331 - 1 EA.0 �J 5. A -TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, R.C.C. SURFACES AND THE A.C. BASE INTENSITY GRADE SHEETING WITH 3M #1160 PROTECTIVE OVERLAY RLM OR APPROVED EQUAL ALL COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC �p CONSTRUCT SAND FILTER PER CITY OF LA QUlNTA STD. No. 370 1. EA, � SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. CONTRACTOR SHALL INSTALL EMULSIFIED ASPHALT TYPE 'SS-1 H` CONFORMING TO SECTION 203-3 OF THE STANDARD ROADWAY SIGNS AND POSTS PER THE SIGN AND POST ON THESE PLANS UNLESS SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 11 INSTALL OUTLET STRUCTURE PER ON -SITE STREET AND STORM DRAINPLANS 1 FA. '' OTHERWISE NOTED. GAL/YD. SOILS ENGINEER'S CERTIFICATE 12 CONSTRUCT LEACH LINE 6.ENCTHS PER PLAN) 1 EA. 12 PER GOVERNMENT GODS SECTION 4216, IF THE WORK IS IN AN ARIA WHICH KNOWN, OR 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALLJOIN OR MATCH IN A MANNER J REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL SATTSFAC tORY TO TI•IE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A WE HAVE REVIEWED THIS GRADING PLAN AND �--CONSTRUCT COMBINATION INLET CATCH BASIN PER CITY OF LA QUWTA STD. No. 300 1 EA. CONTACT UNDERGROUND SERVICE ALERT (USA.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING FIND IT IN SUBSTAAITIAL CONFORMANCE WITH �_ a7� IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (4$ HOURS) PRIOR TO COMMENCING ANY IMPROVEMENTS MAY INCLUDE SAWING CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COL{) THE RECOMMENDATIONS OF OUR SOILS REPORT ll- INSTALL 187 RCP PIPE D-LOAD 2000 (OR EQUAL) 95 L.F. WORK THAT PENETRATES THE EXISTING SURFACE PLANING, AS NEEDED. 09370-01 NO.: 03-10-823, DATED OCTOBER 23, 2003 QR DEESS! �•- INSTALL TYPE IV ARROWS PER CALTRANS STD. A24A -'- 13. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT AtsR'i' UPDATED JANLARY 6, 2005. L s �Y OF PERMANENT PAINT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 07AiD CALL 11>M. ]Tn66 � � �� „/�� ,y0y2 16 .INSTALL R3-2 (24' X 24�PER MUTCI) STD. INSTALLATION IS COMPLETED. No. 22 INSTALL R4-7 (24' X 307 AND OMl -1 (18' X 18') PER MUTCD STD.f 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN PVC SLEEVES TO 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS 1-- 800-- W �- � FACILITATE 1tEPLAt3=M1E1i1T; WOOD POSTS St1Att HAVE 12` X 12 CONCRETE FiLifD BLOCKOUTS FOLLOWS: "S' FOR SEWER, 'G' FOR GAS, AND °E' FOR ELECTRICAL POWER. 227 _ SHELTON L STRINGER - R 2266 - EXP 6/310/06 ,s "F r-xp- -30 t INSTALL R6-2 (36' X *127) PER MUTCD STD. kEA. AROUND THE POST. EARTH SYSTEMS SOUTHWESTQrECHN� �Q 2600 79-811 IS COUNTRY CLUB DRIVE yr �� 19 REMOVE EXISTING BIKE LANE STRIPE (760) 345-1588 (760) 345-7315 FAX '� £OF CA INSTALL 6` BIKE LANE STRIPE PER MUTED STD. 2 IlORl= DAIS 11I013R II 0 ZJAT�•E1�GROUND L�'�II;dTI�-nS P�YA�E EN�itINEE�T� �O�E �j, _ �( 3iPPD13vED BY THS CI�1'Y of Ls RUDi'1`> BSAj. - ENGIIdEgs [� � j� (�(�({(�?(�(� (��n nj�j�(� �(j(�1 BENCHMARK- IN THE clTr of LA QuiNTA, CALIFORNIA sHEE�-NO: WORK COWAINED WITHIN TIEiE PLANS AL UNDMI WUND UnuilES OR SiRUCTLM REPORTED 9Y CONSTRUCTION AGREES THAT W � 17P1 (.� 1�'! DLS�UI"JUU Dl5UL5L�,01>'Ur711L5UK111Q Ulll'IVo AS SHOWN ABOVE SHE. NOTCOIWMENM nl ,TEE THOSE SHOWN THE RECORDS Ess� Wo u o OFF SITE STREET IMPROVEMENT PLANS MCWX LAW MW AND/oR-A ARE 7M WFH T>� A�OXOM E W0011ON WILL STORM DRAIN SIGN/STRIPING 1 GRADING PMff HAS SM ISSUED AND EXTENT. THE OILIER. 13Y ACCEPTING Tr+esE RAW OR ��E � � �� 4 � ®a � a @ o a � � R u a � HIDDEN SHADOW RANCH PI�sr6 WITH MAPROYEMENTS PURSUANT' MlIMEiO, ASS slTe SAFELY OF AU_ PInsDNs AN THE PRM17E EJIGRIETit 51OIMT6 THESE TO 11SS W UMUrf /HID TO HOLD UNDEi HIED LIARMIFSS THAT THIS ROQUIREMENf SHALL i�UDE Tfl � W ravolaw >caR, FOR ANY DRUM RESIJI.Twc MM OASTMM of U OVND APPLY �Y NO NOT � � OWL -W momm"tA �� s PLmw AVENUE 48TH 7w OEcTxacY AND Roc IM eir of unjMNOr INDICATED oR D OR S RES NOT THEREPR CO TO THE UND H ED, � N� . 7W 11E518N Y A DN. A/ ,H6 ENEl1T of NOT INDiCA1ED oft SHOWN ON THE RIroWRDs EltA1i1NEA THE Na . 26662 Rk tnEg rn FATk (Teo) nI-W� TRACT 31310 0609PANDES ARWO AFTER coumlY CONTRACTOR IS REQUIRED TO TAKE DUE PREGWTIONARY � {t E)Q+ 3-31-06 BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST 1 J4 APPROW1l OR mom OOH51RucnON 7TiE t1AR1+ilF5S FIIOM . y�AND ALL LiALIulTY, BEN. �� E?IaINEFR SHALL � � 1'O PIiI7iEGT THE UilllilES OR STRU.CiURES SHDWN OR /LLLL�p IN ��INIECiIpN WUH 711E JON N, P.E. 1�CE NO. 4684$ �,� CiV1�- �4 pRg.AMp �: yipyD �eTgpN g�� pO, OF SECTION 29, TOWNSHIP 5 SOUTH RANGE 7 EAST, S.B.M. F 2 SHTS. FOR 71 DE1t7iilM1C AN JIOCEPTABLE AND ANY OTHER UlUJT1E5 OR FOUND AT THE STIE. Pf� OF WORK ON THE PROTECT FOR THE AND REYISRTG 7iE BANS FOR Tf SHALL BE 11E ao1�Tl�AonDR's Po ►oN�elulY TO NOTEY DU FTING LIABM.tiY ARISMIG FROM THE 9dLE MARKC BY DATE AP DATE 1J�.iC B/ C G - p�,� APPROYW BY 71E GOINIIY. THE OWNERSORT � THE HEUTILITIES OR STRUCRIRES CONCERNED � OF DESIGN P ONN.. � / SCALE: FOR W.O. 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