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4488NOTE:.. iWl th proper validation this form constitutes an encroachment permit 110, 0,6 CITY OF LA QUINTA N 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 DATE: September 7, 2005 LOCATION OF CONSTRUCTION 53-380 Avenida Carranza Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV (Street address or Description of Location) PURPOSE OF CONSTRUCTION Install water service Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Trench DIMENSION OF INSTALLATION OR REMOVAL 6' x 3' black top cut SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN Sept 2. 2005 — VSA # A2410122 -- Job # 110-501-4 APPROXIMATE TIME OF COMPLETION October 2. 2005 ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. , 1 . I re of Applicant or Agent CVWD P.O. Box 1058 Coachella. CA 92236 (760) 199-9651 PP11 (7A0YA9y,;1 A1 Name of Applicant (please print) Business Address Telephone No. NA Name of Contractor and Job Foreman Business Address Telephone No. NA Contractor's License No. Self —Insured City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ No Fee Receipt No. Received by Date Recorded by . 4488 PERMIT VALIDATION PERMIT NO. 4488 DATE APPROVED �--7 r EXPIRATION DATE DATE ISSUE By w .A 1 r . (i►.� Administrative Authority Telephone: (760) 777-7075 0 ty With proper validation - this form constitutes an' encroachment permit CITY OF LA OUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) G 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 DATE: September 7, 2005 Subdivision Improvement Permit — Class I II Minor Improvement Permit Class IV LOCATION OF -CONSTRUCTION 53--380 Avenida Carranza (Street address or Description of Location) PURPOSE OF CONSTRUCTION Install water. service Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Trench DIMENSION OF INSTALLATION OR REMOVAL 6' x 3' black top cut SIZE OF EXCAVATION, IF NEEDED APPROXIMATE'TIME WHEN WORK WILL BEGIN Sept 2. 2005 VSA # A2410122 Job #1 110-501-4 .s APPROXIMATE TIME OF COMPLETION October 2. 2005 - ESTIMATED CONSTRUCTION COST $ (Including. removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: ,} Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims.or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a,proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. " Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. I ! i re of Applicant or Agent CVW P.O. Box 1058 Coachella. CA 92236 (760) 398-2651 C01 (764 " R�ayt at Name of Applicant (please print) Business Address Telephone No. . NA. Name of Contractor and Job Foreman Business Address Telephone No. NA Contractor's License No. Self —insured City Business License No. Applicant's Insurance Company Rd i N') tuber FEES: Subdivision Improvement Permit — Class I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs R Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee Penalty Cash. Deposit -Su rety Bond if required TOTAL: $ No Fee Receipt No Received by Date Recorded by 4488 PERMIT VALIDATION PERMIT NO. 4488 DATE APPROVED EXPIRATION DATE �! DATErSSUED A Administrative Authority . Telephone: (760) 777-7075 t NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCR For the construction of public or private curbs, driveways,,peveme s(d end other like public works Improvements in connection with MINOR P O DATE: /J 1� /_ OS_ LOCATION OF CONSTRUCTION •+ 3 (Street address or Description of Location)— , — J— PURPOSE OF CONSTRUCTION DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATIQIO DR RE O SIZE OF EXCAVATIQW,, IF APPROXIMA APPROXI ESTIMAT D (Intl Ing.,., movaPh all.�bstruction,,materials � i"T'do is, fillir�,com-. n nd lac g permanent resurfacing d/ re)it ng pr ements) 0aid tl n o the granting of this pe mi , th II n hereby agrees to: Omni efand and save the City, Its a th ised goto, officers, representatives and employees, harmless from and against any and all iiiSSSenl(e�/ lebllltles or Ion resulting from lal t action end•arlsing out of any accident, Ion or damage to persons or property Ih� pan ng or occurring as a proximate retul of env undertaken under the permit granted pursuant to this application. tity the Administrative Authority at least twl<It'fy four 124) hours In advance of the tlme when work will be started. Comply with all applicable City Ordinances, the terms and conditionslof the permit and all applicable rules and egulatlons of the City of Le Quints and to pay for any additional replacement necessary as th' result of this work. nature of Applicant or Agent V � Ilke, pa ki lots, sewers, water mains `N S d APPROVED SUBDIVISIONS CO-4- r -'^z�. Improve nt Permit —Class III )r II ovement Permit Class IV (attach construction plans if appropriate) PLETION COST $ _ BEGIN Name of Applicant (please print) Business Addfess t7elepKone No. �.�;I.- /H/ Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs' Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ PERMIT VALIDATION Permit Fee 411 S� • PERMIT N0. Penalty Cash Deposit -Surety Bond DATE APPROVED if required EXPIRATION DATE TOTAL: $-- 0 F«— DATEISSUED Receipt No. By Received by Date Administrative Authority Recorded by Telephone: (760) 777-7075 r SANTA CARMELITA UNIT No. 21 CALLE 0" 136 sJ-0ao 77 US 2z7 226 77J4106 A � 6,i.� J16 J17 4/6 411 774M A .- 047 63 D?b 135 W WO R N _ 61040 O N 315 i/6 N .06 412 I 616 N 134 ssa4o N �i n4s3s 6i060 �7 es 65065 63470 �! N 634YM 406 . OW = 133 130 Q 224 N as413 o7s i 6J'666 63-102 N 'W 63-06b �' 230 6i060 N ♦ 320 407 4/4 6i-O!5 634M N v N 53- 25 132 140 b 2J1 4/6 406 O i 312 R b d 63. 11 011 0 R 63-106 6i106 61100 b u p h 131 go 141 6i1i4 2� m m 63-120 6i126 p' 3/1 m 405 417 Q 1 6' b 0120 0 - i 051 6i,33 Q N 130 A 142 6i-140 63-166 221 61140 �• 2iJ ii146 310 a6 �. 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OfPC9 Sit S14LL sL0•e9 L►0 L►Y + O►Y Lte tc ow Lu �c► -' �' oso-tt tit tea -ON Z lINn Vil-13naVo ViNVS 9 1 , K 052 obi 35105 054 63-205 055 SS235 056 W-M m 057 SS265 am20 63,5 O" 63d16 0" O61 6]J45 O64 63 375 06b > 63 405 We � 6345� 067 065 T IV-4 066 63631 070 M SANTA CARMELITA UNIT No. 21 CALLE 136 si: A — 77 "S 77-a05 A 63026 310 � 317 ni6a 63.040 R N 61040 R N alb 3/6 630W R N 134 136 fi 77-635 N W 534M R 40 — 316 t _� R N 63076 133 130 �. 63-102 N SSa06 i d' 6i060 v 730 2D 313 1T1 6ii—m �06D N f 613 06 132 R ua tso s,o R to R to321 a12 ca.06 63-105 131 141 6a�1a4 222 ��,, m 212 sz,-2o 63-1-25 n g 31/ ae 322 � `D ba~,-2b 1a0 to .- A 142 6 6a-166 221 53140 A � 46 i3O A 323 129 143 63.160 63-175 220 65/60 a0 ?14 a06 6a-146 3a4 n � a bi/so ' m ss.lsb e 126 144 63.100 ao bass g 210 2" 63.160 6a.1145 alb 127 146 63-125 'p o 6320a 214 216 aa•1q � � 63-1-60 3O7 si,Tb Q 328 W 63�00 �o C N�06 146 217 237 O 7 Of126 W 6> b 6a �i10 ' J � ai o 327 S .- 6322b 125 147 6J�0 77450 6a 240 - c Q > m ,a' m Cm 13 CALLE to 124 1� 63260 a�i 63,256 216 2W 6iZW aSZ56 306 6ai62 gg_ 61 '� 320 146.1 R N ba,276 214 240 R N 304 63-6 330 R N b3275 123 146 AN — fi. N Giii �� R e1 K1 a63 a31 ss ter: R �' ss�ob 122 160 63-320 ry • 53-M 212 i1120 N � i12 .302 312 63J00 N � ii�37b 121 N 161 211 243 § 333 SSJ4-4 633/0 14 b LV346 � i�j �o -1120 p� 6 63a66 g dica 152 210 -6 �. .' bs5 � m 300 m aD 116 154 63-400 A � 63d01 117 1a5 63 4.10 6343S 116 166 w C3, 63J56 115 1b7 53470 �t 63�7b 114 P1 b3-400 N b 1M T 1a•-1 112 166 634i00 H ' 63 M 150 Rj N 111 10o 53640 R to 634 54b 110 1st N �� 6a-b05 200 iLJQO 2" A ba.166 as 2W . A 334 206 63404 21s ao 266 _ G3406 63300 A a0 S3aYp 207 246 to ae 2ih a36 a2-430 63-43b i7-430 200 63460 247 -- � 63466 3i'7 53450 0 205 63470 246 .~- .-- 3 476 205 _ 77;ta 4}476 =4 240 C 7F4= - a>a CIA 53405 is 12'At2.�6 ' T CALLE T T 203 2W 2" 63520 ♦ p — 63Fi76 63 fii0 N 636SS 3" R N R N 341 203 202 252 634i46 -- R em bl Sa R a42 20, 2- =2 4'0 It c 46 412 400 413m4407 RR "N bs411 14 N • 416 406 R 1Q 53-100 o 0 4170 A 416'410 p 63-166420 f 4t+421 O ' 422 sba"�- 2 tv 3N 423 6a'251 367 R N 3w aia R �+ 366 426 N � 63 S26 384 R �o ssarb 4u CD I a02 i33� 426 ' A aa.765 - 4 633i ]�7 � � m 40 62.416 61d0 3W 430 0 53-M 461W U_41 63400 3p 431 6.1.44b 44n fi461 63-420 3" 63 440 4i2 476 004f0 307 433 N N g 476 63600 N �' S3621 r4M77 "a364 435 O46a•WSail AM PERMIT NO.4488 CVWD / Water Service / 53-380 Avenida Carranza 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. 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. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Ifpublic 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. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. Pursuant to Section 6.08.050 of the La Quirita 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 lst to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 7. Work within 500 feet of a signalized intersection shall.be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 8. 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 Page 1 of 6 PERMIT. NO.4488 CVWD / Water Service / 53-380 Avenida Carranza 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 6 PERMIT NO.4488 CVWD / Water Service / 53-380 Avenida Carranza 15. 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 testlocation/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.. 16. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans right of way. 17. 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 18. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 1.9. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 20. 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. 21. The permittee is required to provide an informative message board (approved, by the City Engineer) informing the commuters using the affected roadways ofpossible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 22. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance -10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Special Conditions Page 3 of 6 . PERMIT No. 4488 CVWD / Water Service / 53-380 Avenida Carranza 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. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. 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. 23. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not -to exceed twenty (20) 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. Page 4 of 6 Special Conditions PERMIT NO.4488 CVWD./ Water Service / 53-380 Avenida Carranza 24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc.,. shall be replaced to its . original condition. 25. Access and egress to all local properties shall be maintained at all times. 26. 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. 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/a" 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/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. Page 5 of 6 Special Conditions 'PERMIT NO.4488 CVWD / Water Service / 53-380 Avenida Carranza 27. 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. 28. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants .,permission to use the street to deliver street construction materials and/or equipment. 29: The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 30. The permittee shall indemnify, Bold 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. 31. 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. • Page 6 of 6 Special Conditions � t City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4488 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors: Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used,_as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( **'N/A *' ) inches of ( ** N/A'* ) aggregate sub -base course having an "R" value of not less than ( ** N/A *') and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (*' N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed' curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/_") of A.C. paving on (** N/A **) of class (*' N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. L City of La Quinta • ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the of all streets or property lines when included shall be completely tied out so they may be readily and correctly, centerline replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties be furnished to the City Engineer prior to the removal of any monuments. This office shall be to these monuments shall notified upon completion or replacement of all survey monuments for proper clearance. ® 1113 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 shall be placed in such a position as to best facilitate the used to excavate prior to cutting or pavement.) Excavation material 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 barricaded with lights overnight, on weekends and holidays for the operations must begin. All excavations shall be properly protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in No shall be made unless the each case. No excavation shall remain open for a period exceeding five (5) days. excavation construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand. or gravel. ❑ RI BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised trench before flooding or a maximum that the backfill material is not subjected to extreme swell by -flooding operations. Backfill material shall be placed so that the (90%) or equivalent to the surrounding ground, whichever is the resulting compaction shall not be less than ninety percent 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 Division of Highways, State of California, dated January 1973. 6.3.01 of the Standard Specifications, ® 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 Standards 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 A of ( 4 ) inches of A.0 surfacing placed on a ( 6 ) two inches (2") of SC-800 shall be placed immediately. permanent patch inch ( crushed ) aggregate base shall be placed no later than ( 1 ) 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 handled safely without interference or hazard to the traveling public. It by a licensed, bonded'and insured tree service, and shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. be handled safely without interference or hazard to highway traffic. The Trees to be removed shall be in sections, which can 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 to maximum of five -hundred feet (500') at any one time. Adequate necessary. to restrict traffic, the work shall be restricted a 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 is the compaction as determined by the impact or field method. equivalent tot the surrounding ground, whichever greater Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.