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3083M NOTE: ! ;t With proper validation this form constitutes an encroachment permit lry 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 DATE: 11/16/99 Subdivision Improvement Permit — Class III. Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION FRED WARING DID. BELLA VISTA 5-7-18-3 (Street address or Description of Location) PURPOSE OF CONSTRUCTION INSTALL 1-18" STUB —OUT Sketch (attach construction plans if appropriate). DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL • 18"x18" TEE 2-18" BUTTERny VAms'. SEE ATTACHED CONDMONS SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 11/99 APPROXIMATE TIME OF- COMPLETION 12/99 ESTIMATED CONSTRUCTION COST $ 21.000 (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. �'"' Signature -of `Applicant or Agent- DEBBIE NORTHRUP P.O. BOX 1058 COACHELLA, CA.92236 398-2651 Name of Applicant (please print) Business Address Telephone No. CVWD 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 $ ' —0. Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by $ —0- Date PERMIT VALIDATION - PERMIT NO. 3083 DATE APPROVED 11/16/99 3/15/00 EXPIRATION DATE DATE ISSUED By Administrative Authority Recorded by Telephone: (619) 777-7075 - NOTE: • a 'With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks,r parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: 11/16/99 Subdivision Improvement Permit —,Class I II Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION FRED WARING DR.- BELLA VISTA 5-7-18,-3 (Street address or Description of Location) PURPOSE OF CONSTRUCTION INSTALL 1-18" STAB AUT DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL 18"x18" TEE 2-18" BUTTERFLY VALVES SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 11/99 Sketch (attach construction plans if appropriate) SEE ATTACHED CONDITIONS APPROXIMATE TIME OF COMPLETION 12/99 ESTIMATED CONSTRUCTION COST $ 21.000 (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 permi;t'-granted pursuant to this application. r 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 r La Quinta and to pay for any additional replacement necessary as the result of this work: _ _ t Signature of Applicant or Agent DEERIE NORTHIiUP 1? O. BOX 1058 COACHELLA„ CA.92236 398-2651 Name of Applicant (please print) Business Address Telephone No. CVWD .. Name of Contractor and Job Foreman Business Address Telephone No.. Contractor's License No. City Business License No. ' s Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit -Class II I Public improvements: 31/o of estimated construction costs Private improvements: 3% of estimated construction costs Minor ImprovementPermit:"'Class Perm"'Class IV: See attached schedule Inspection Fee / $ ,�- PERMIT VALIDATION -0— Permit Fee PERMIT NO. 3083 Penalty Cash Deposit -Surety Bond if required TOTAL: $ —0 Receipt No. Received by Date DATE APPROVED 11/16/99 EXPIRATION DATE 3/15/00 DATE ISSUED By Administrative Authority Recorded by Telephone: (619) 777-7075 NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA OUINTA 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: 1///&'p Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION r;vyb II )r;, to L�.� 12� I1.. I 1 •_1 _ _ r an (Street address or Description of Location) PURPOSE OF CONSTRUCTION DESCRIPTION OF CONSTRUCTION 1 r Sketch (attach construction plans if appropriate) DIMENSION OF INSTALLATION OR REMOVAII-Jfl X IS I fe2 �Ot�� .CS SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN ` APPROXIMATE TIME OF COMPLETION I99 ESTIMATED CONSTRUCTION COST $ C21, )DD (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 -lour f24) 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 Ouinta and to pay for any additional replacement necessary as the result of this work. 4f , Signature pplicant or Ag nt Name of Applicant (please print) Name of Contractor and Job Foreman Contractor's License No. ness Address �� Business Address Telephone No. Telephone No. City Business License No. ' Applicant's Insurance Company Policy Number FEES. Subdivision Improvement Permit —Class III Public improvements: 34b 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: S Receipt No. Received by Date Recorded by PERMIT VALIDATION' PERMIT NO.y DATE APPROVED EXPIRATION DATE — DATE• ISSUED By TELEPHONE: (619) 564.2246 Administrative Authority • �a • Q qC-A COACHELLA VALLEY WATER DISTRICT DEBBIE NORTHRUP DEVELOPMENT SERVICE AIDE t P.O. BOX 1058, COACHELLA, CALIF. 92236 .I jJ[ TELEPHONE: (760) 398.2651 1 (� G 1 • 11 SIDEWALK (TYP.) CURB & GUTTER (TYP.) . NAPLES 934:94' 3 18" W ER (TYP.) --WALK (TYP.) Z/W LINE (TYP.) 13 R +j2- w w U U 0 J0' 0 Jof +NLLJN +N N N z N Z :- R � _ES DRIVE 160 0 ----------�� 00 Z l DRIVE STA 0+.00. (W) - — - 8' S .— -'- — ---I - - =2+27.00 (N) 2 f d 1 _ EXIST. 8"-W 0 00 18" W SEE DIST. DWG. 2268 0 - — N — -----� 2+10.00 Ifs- 3I +1�00 (W� 18' ' END \90� EXIST. 12" WATER SEE DIST. DWG. Z _ 1 \ \ o No. 22688 Q ' � w C14'�WQ 'a c� I 5° � Z � 512 + + 78' 201 116 10 R o II I3 i t I .0c) o w olo I I I I19' U I I I 0 a 1+24.00 0° N I I I o I i t CONTRACTOR TO REMOVE F- } EXIST. 8" x 4" REDUCER a� EXISTING 2" AV LINE ) I I Z I I I N w 4` GATE VALVE &.4" TO BE RELOCATED 1 I \ ZO \ BLOW —OFF ASS'Y. AND BY CONTRACTOR UND.EER _ CONNECT TO NEW 18' W/ DIRECT DISTRICT INSPECTION I I \ (.1) 8" 90- BEND AND j � I 0+84.42 \ \ \ (1) 18 x 18" x 8" TEE UNDER DIRECT DISTRICT / EXIST., 2 A VACU EXISTING ELECT. INSPECTION _ — — — — — — _ j RELIEF VALVE — — — EXISTING T.V. —------ — -- =___= EXISTING TEL III FRED N89°35'10"E EXISTING- ELECT. .0+46.50 INSTALL \ (1) 2" VACUUM, RELIEF VALVE 0+ 33.58 EXIST. 2" AIR VACUUM WARING DRIVE RELIEF VALVE . EXISTING: TO REMAIN IN PLACE . .(1) 18" x 12" TEE EXIST 18" W — �• —i 1).12" GATE (SEE DIST DWG 158720 -8" B - FLY —VALVE! 165' TO EXISTING 18" BUTERFLY VALVE (SEE DIST. DWG. 15872) ��,-� 1 0 00:00 (N) =6 2-,r�p_ DWG 1.587 a•ri:: :..::.r" .ti7:�U'iY3::�ViY2tic7fka;_ -- _ _ • SIDEWALK (TYP.) N Z^ N ? +JZ < CURB & GUTTER V ~ ,I I o (TYP.) �_. I Z - ----- — -- I ill NAPLES DRIVE > 8"S - - - - -- - - - - - - - - 8„ S. - - - STA 0+00. (W) _=2+27.00 (N) `� O - - - 3 - - 2 1 EXIST. 8" W oo iL 934.94' 18„ W 18 W- SEE DIST. DWG. 22 8 0_ �, l --- -- -- — — — -- — \ _ N 11 \ I uu -------� 2+'10.00 SN� I c +1"0 tw 18' 90' END EXIST. 12" WATER z ER (TYP.) \ � I SEE DIST. DWG. u Cl 1 \ \ 10 No: 22688 Q -I 1 �� I W y =WALK (TYP.) w w w 1 J 0 U r U N I , LL - 2/W LINE {TYP.) oo �> o -i> oo N oo J� I I I 14' z J 0= � J G` �. ri Qw aw a0 a � Qw I 5 I I I n �N r, NN Q� NN I I Q ua 13 N Z N Z 12 ± U- + Z 11 --- ----- 78' . I 201 I, 6 10" � I I I 3 R _ 00 Y 01 z 0 W I I I f- Q Ld R R zlo I I I0 19' U 1+24.00 m� 1 1 1 N V I I I CONTRACTOR TO REMOVE + I I I oo I Z I I ( W EXIST. 8" x 4" REDUCER a EXISTING 2" AV LINE J 1 I Z I I 4" GATE VALVE &.4" w TO BE 1 RELOCATED I I \ z BLOW -OFF ASS'Y. AND BY CONTRACTOR UNDER/ I 1 I `\ - CONNECT TO NEW 18' W/ DIRECT DISTRICT INSPECTION I \ .ES DRIVE (1) 8" " x AND x 1 10+84.42 (1) 18 18" 8" TEE / � UNDER DIRECT DISTRICT EXIST.. 2" A VACU / EXISTING ELECT. INSPECTION _ - - - - - - - / RELIEF VALVE - - - _ EXISTING T.V. EXISTING ELECT. .0+46.50 INSTALL � -co (1) 2" VACUUM. RELIEF VALVE 0+33.58 EXIST. 2" AIR VACUUM FRED WARING DRIVE RELIEF VALVE R. N89'35'10"E EXISTING: TO REMAIN IN PLACE .(1) 18" x 12" TEE D4— — EXIST 18" W - —1' -� f(1-) 12 -G,ATE (SEE DIST. DWG. 15872) // '1-8 ",B FL-Y-VALVES, > ' 165' TO EXISTING 18" BUTERFLY VALVE 160 (SEE DIST. DWG. 15872) 0+00:00 (N =26 :_ ,LN WG 15872.) - CURB & GUTTER V) EXIST. 12" WATER 7mo,z7n-) CONTRACTOR TO REMOVE 10 < EXISTING 2" AV LINE cr I -1 0 z `'/ ~ ~~ ~~`~ AND / � '| 0+84(1) 18 x 18^x 8^TE[ 42 ~—— bPIVE UNDER DIRECT DISTRICT EX 2" \"' ,"' °" INSPECTION EXISTING ELECT EXISTING T.V. �r��nmc n� —_-- . | � , EXISTING ELECT. .0+46.50 INSTALL VACUUM, RELIEF VALVE OD 0+33.58 EXIST. 2" AIR VACUUM RELIEF VALVE � FRED WARING DRIVE . . EXISTING: TO REMAIN IN P �CE _1 � � ,00 ' `..^ ..... DWG. ._~.../ /--- c�,-~- SIDEWALK (TYP.) CURB & GUTTER (TYP.) — 8"S 934.94' NAPLES 3 . 18" W . J ER (TYP.) =WALK (TYP.). i . :/W LINE (TYP.) o J� 13 toQW �N� N Ze 0 R �, .ES DRIVE 160 NIZ- w U J � �U) V) Z - J i% I n ----------�/� \l o i z DRIVE -- — ------------- 8" S.- 2 1 _ EXIST. 8" W o 18 W SEE DIST. DWG. 22 8 p --- N --..--- -- 2+'13.00 iw- +, �00 � W�\ STA 0+00. (W) =2+27.00 (N) 18' 90' END oo EXIST. 12" WATER Z \ I SEE DIST. DWG. 1 \ \ o� No. 22688 Q `" o �> I I IN 14' r I-- I I I 3 Z~ aNI 151rn m N 512 + + 201 ^ 7810' l I -co 0 R I 13 i t I 0 !p I I I I 19' W I I I v a 1+ 24.00 m I I I N I I I p�� CONTRACTOR TO REMOVE F + I I l o Z I I 1- W EXIST. 8" x 4" REDUCER Q EXISTING 2" AV LINE J I Z I Z I I I N ct 4" GATE VALVE &.4" � TO BE RELOCATED \ 0 \ BLOW -OFF ASS'Y. AND BY CONTRACTOR UNDER/ a+_1 3 i LLI LLI Q. iC s� ti Ll y 7 CD LLI CONNECT TO NEW 18" W/ DIRECT DISTRICT INSPECTION I \ \\ (1) 8" 90' BEND AND � • / � i 0+84.42 \ \ • 7. (1) 18 x b8" x 8" TEE / / EXIST.. 2" A VACU UNDER DIRECT DISTRICT / EXISTING ELECT. .INSPECTION _ — — — — — — — / RELIEF VALVE EXISTING T.V. -- ------ -- =___= EXISTING TEL EXISTING ELECT. o - .0+46.50 INSTALL - - m 00 (1) 2" VACUUM. RELIEF VALVE 0+33.58 EXIST. 2" AIR VACUUM FRED WARING DRIVE J f RELIEF VALVE N89"35'10"E ^ T EXISTING: TO REMAIN IN PLACE .. (1) 18" x 12" TEE K_ -- — — — — — EXIST 18" W — - 1) :1.2" GATE_ , (SEE DIST. DWG. 15872) VALVES 165' TO EXISTING 18" BUTERFLY VALVE l r �.. (SEE DIST. DWG. 15872) C /� 0+00:00 (N)26 Qf +T DWG T5872) The following General and Special Provisions are attached to and made a part of Permit No. GENERAL PROVISIONS The following shall always apply: , ENROACHII'IEl'TP ON PRIVATE PROPERTY- This permit authorises work to be accomplished within City of La Quinta 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. 7RACKLAYING CONSTRUCTION EQUIPMIIMP Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggere shall be fitted with rubber street shoes to protect the paving during excavations. Rubber-dred equipment only shall be used in backfill operations 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 Quint& 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 cost as specified above. PROTECTION OF.7RAMQ All excavations and work areas shall be property lightedYand barricaded as deemed necessary by the City Engineer or La Quints City Public Works ' . ty inspectors. Suitable detotire and detour signs shell be placed and maintained for the _ duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the avow it becomes necessary to remove or'cut existing drainage structures, City of Ii 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 C[�ANUP• Any surplus material rwwuug 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 Butter 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 bacldill. DE-WAIM OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints, roads; it shall be the responsibility of, the permittee' (contractor) to control this water and to provide off-street barricades when neceeiery.. CLAMING STREETS: No suwt'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. x SPECIAL PROVISIONS The full shall 1 when indicated: owing apply NOTMICA1 6M Permittee shall notify the City at (619)777-7075 at lean 48 hours is advance of starting construction. R� 'tLhUXrY CIYARANCJ& (Substructures) Prior to making any, excavation within the City of La Quints 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 UIUM CIZARANC& (Surface Structures) No work shall be done under this permit until all utilities are clear of the , s proposed work Bite. The permittee shall notify all concerned utility companies of the proposed work. R4 PAVE115FM WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with • - inches of A.C. paving placed on inches of class aggregate subbase course having an "R' value of not lose than ' , and in conformance with City of La Quints Road Improvement Standards and Specifications, Ordinance M461. ty z • R-5 PARKWAY GRADING: Area between the line and to of the concrete curb shall P�rh' P ProP�d graded to a elope of 1/4 inch to one foot (11. R6 . 'GRADE. CHECKING:; City of La Qainta. shell 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 (_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 Quints, Standard M. 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 2 1R inches of A.C. paving placed on () of close aggregate base. Driveway 'construction shall conform to attached drawing. r SIGBIT CIEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RDO `SOIL S IUMIZEM'Ile area to be surfaced shall be treated with Boil sterilizer. Rate of application shall commply with.the manufactarer's specifications. 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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. . CVWD, hereinafter referred to as "Permitted", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. Pursuant to Section 6.08.050 of the La. Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permitted shall comply with City regulated work hours., Operation and maintenance of equipment within one-half mile of human occupancy shallbe 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, Ist 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. 5. Work performed within 500 feet of a signalized intersection is restricted 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 Perrhittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the 'intersection. is. to be altered in any. way. 6. 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 undet.this permit. 7. 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, if required, 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 Permitted's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No. 3083 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO. 3083 --- CVWD --- 8.. 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 one travel lane of paved surface shall be maintained with flagmen at all times. 9. 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. 10. 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. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall .be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable -material,. such material shall be removed to the limits directed by the Geotechnical Inspector and/or the 'City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an 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. Special Conditions - Perntit No. 3083 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3083 --- CVWD --- F. 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. G. 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. H. 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. I. 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. 12. 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. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc.,shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. ' 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. Special Conditions - Perm t No. 3083 Page 3 of 4 A. SPECIAL CONDITIONS --PERMIT N.O. 3083 --- CVWD --- 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 1/2" 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 sawcut 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 iri 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: two (2) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: two (2). 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 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: 16. 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. 17. Pursuant to Chapter 12.56 of the La Quints 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 orpickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materialsand/or equipment. 18. This permit allows for installation of 1 - 18" and 2- 18" valves at Fred Waring and Venice Dr 19: The City of La Quinta reserves the right:to revoke, suspend or void this permit at any time. special Conditions - Permit No. 3083 Page 4 of 4 Distribution: I. Project Manages Page l • , Pages 2. Field Office 3. • File %1 ��["•�l /�j ��67 4. Client BY: Tide _T �F ,: S . 1-5t '--- , m Distribution: I. PrOjed M8n8W Page I of Pages 2. Field Office 3. file By: Title 4. client li VhKAUL rlr-, ", - 11 Name C-o_nlm Non -Manual Manual. Remarks V,