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3796NOTE: With proper validation this form constitutes an encroachment permit 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 II I DATE: Dec.ambaeM►I2 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Sar:c6o La Quint&, J10for000 Strut (Street address or Description of Location) PURPOSE OF CONSTRUCTION SZOEtt dr8'"1 r} Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL $00 aDBtOyrd Dlans SIZE OF EXCAVATION, IF NEEDED Sae approved islons APPROXIMATE TIME WHEN WORK WILL BEGIN 12/09102 **See attachod special conditions** APPROXIMATE TIME OF COMPLETION447 9- 200 ESTIMATED CONSTRUCTION COST $ 140 * 100.00 (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: D LEC 2 0 2002 CITY OF LA OmPiTe 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. 01 Signature of Applicant or Agent T.D. Desert Development P.O. Sox 1716, LA Quintet (760) 771-1941 Name of Applicant (please print) Business Address Telephone No. D.he Srashi, Inc. 78690 Yip► 14*1.041a, LA Quints (760)564-6236 Name of Contractor and Job Foreman 701414 Contractor's License No. national Union Fire Insur#Ackce Co. Business Address Telephone No. Gail mile City Business License No. GL 440206RA 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 $ 1,400'00 Permit Fee 100.00 II Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. $ 1,500.00 Received by Date PERMIT NO 3798 PERMIT VALIDATION 3796 DATE APPROVED Decmbor 17. 2DO2 EXPIRATION DATE hov**ber 30, 2003 DATE ISSUED December 17, 2002 By 1 '� Victor Xotts, Aasisti;r,=A�d i,nistr�ative Authority Recorded by Telephone: (760) 777-7075 Q 37:i¢ r/ , With proper validation this form constitutes an encroachment permit 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 II I DATE: December 17, 2002 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Rancho La Quints Jefferson Street (Street address or Description of Location) PURPOSE OF CONSTRUCTION Storrs drainage Sketch (attach construction plans if appropriate) DESCRIPTION OF. CONSTRUCTION DIMENSION -OF INSTALLATION OR REMOVAL Sea aonroved ol�e SIZE OF EXCAVATION, IF NEEDED See approved plans APPROXIMATE TIME WHEN WORK WILL BEGIN 12/09/02 **See attached Special conditions** U APPROXIMATE TIME OF COMPLETION May 9„ 2003 DtC 2 0 2o02 U1 ESTIMATED. CONSTRUCTION COST $ 140*100.00 Ty (Including removal of all obstruction, materials, and debris, backfilling, com �".'I OF L-14UfN7q paction and placing permanent resurfacing and/or replacing improvements) EUEP1 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 T.D•. Desert Development P.O. Box 1716, La Quinta (760) 7"41 Name of Applicant (please print) Business Address Telephone No. D.H. Srashi, Inc. 78880 Via Melodia, La.Quinta (760)364-6236 Name of Contractor and Job Foreman Business Address Telephone No. 701414 Ott File Contractor's License No. City Business License No. National Union Fire Inouirance Co_. GL 440206RA 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 $ is400.00 Permit Fee 100.00 Penalty Cash Deposit -Surety Bond . if required TOTAL: $ 1,500.00 Receipt No. Received by Recorded by Date k 3796 PERMIT VALIDATION PERMIT NO. 3796 DATE APPROVED December 17., 2002 EXPIRATION DATE November 30, .2003 DATE ISSUED December 17,. 2002 mi Victor Monza, Assistant inner Authority Telephone: (760) 777-7075 NOTE: With proper validation this form constitutes an encroachment permit 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 I II DATE: a/,43/0.2— Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Rancho La Quinta --74ff 7- (Street address or Description of Location) PURPOSE OF CONSTRUCTION s%/i 14 DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL c+ti SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN /a o . oy Sketch (attach construction plans if appropriate) APPROXIMATE TIME OF COMPLETION D' L°Y�0y ESTIMATED CONSTRUCTION COST $ /!S/0.1/oo (Including removal of all obstruction, materials, and debris, backfilling, com- pactions and placing permanent resurfacing and/or replacing improvements) _ Inn 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 tise City of La Quinta and ,to pay for any additional replacement necessary as the result of this work. See Attached F+an SAW`r-48k-L. Ge•4 r0 t i1aN3 DEC 0 4 2002 P.0 Signature of Applicant or K 1716, La Quinta PUBLIC WORKS 7 Nance of Applicant (please print) Business Address Telephone No. ��V � ? S D9,0 t 11A- mo-c oOi4 4-P-,iyr.�, c.¢ 9 2 i 63 76,9 - SG �—(O 2 3 (o Name of Contractor and Job Foreman Business Address Telephone No. -7o/414- Contractor's License No. City Business License No. National Union Fire Insurance. Co. GL 440206RA Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class III Public improvements: of estimated construction costs Private improvemen s: 3r% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ ICO /� 1 Od . oc Permit Fee Penalty — Cash Deposit -Surety Bond if required — TOTAL: $ Receipt No. — Received by Recorded by Date PERMIT VALIDATION PERMIT NO. 379 (*0 DATE APPROVED EL4OC-'��t�BGaL 4( zWZ EXPIRATION DATE Alt TGI Z.Q'i3 DATE ISSUED �'��� ?'Z Z Q., �t 7A Ad ministrat've Telephone: (760)677-7075 41, 0 1666U VL4 MCLUUTA, LA VUINIA, CA 92253 - 760-564-6296 _ CA. LIC. 701414 NV. LIC. 47007 BID PROPOSAL ttBP0702B DULY 21 2002 QUANTITY -' DESCRIPTION UNIT COST. TOTAL: RACT N 29457-3 STORM DRAIN 1.440' 2.4'' ADS SOIOR- 35.00 FT $ 50, 400: 00 420' . 18" ADS SOIL TIGHT , . ' 30.00 .:FT $ , 12,`600:00 1 24 ",. 45 DEG BENDS ADS . `. :: 300.00. EA.. $ J 300. 00': 4.. , 18".45 DEG BENDS AD ' :; : : ;:.250 :00:... EA: `$:. • . 1., 000'00. : 4. .. 24''• COUP.LINGS,SOIL TLGHT. ' 100.00. ' EA,.',. $ . 400.00 COUPLINGS: WE* TIGHT_ „' = l00'.00 .EA : $: 400`00 CATCH BASINS W=4' : : fi.. ;.; .. ...:...: •.: -: 3500„00 EA;: =$` 14;000.00 5 CATCH BASINS W.= 6' r 4; 000 00 EA $ 91000 00 9• :..:: ,,, LOCAL DEPRESSIONS .: ;: F 1; 000'OQ EA..:. �;9 000.00 4=: MANHOLES EA:: $ ' 12„00000. �... :... :._ 3 000.00 , EA $ . ;. 6; 000: 00 ,.:."3 `.: ' . • DRYWBLLS.:5`.:OYER• 20' ' ;. • :..„ ..: " ;" ;' `.:':. 4,,000: 00 :.° EA` $ I2, 000: 00 . 4'. 2.4'CONCRETE COLLRS AT DRYWELL .. - CONNECTIONS.- : 250. 00 EA . $.. 1, 000. 00 TRAFFIC CONTROL 1, 000: 00 $ 1,000.00.. $ 140,100.00. NOTE, LINE C I1 ' UNDERWALL MIGHT LOSE WALL . LINE D 13'. UNDER:WALL MIGHT LOSE WALL PERMIT NO.3796 TD Desert Development 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. TD Desert Development, 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. 4. 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. 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 beset up after 9 a.m. and removed before 3 p.m. The Permittee 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 under 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 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. Special Conditions - Permit No3745 Page 1 of 4 PERMIT NO.3796 TD Desert Development 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 lane of paved surface shall be maintained at all times. 8. 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, in but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 9. 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. 10. 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 j etting 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. Special Conditions - Permit No3745 Page 2 of 4 r PERMIT NO.3796 TD Desert Development 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. 11. 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. 12. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 13. Access and egress to all local properties shall be maintained at all times. 14. 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 - Permit No3745 Page 3 of 4 PERMIT NO.3796 TD Desert Development 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: two (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: two (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. 15. 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. Special Conditions - Permit No3745 Page 4 of 4 PERMIT NO.3796 TD Desert Development 16. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City7has 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. 18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 17. 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. Ck.: of La Quinta The following General and Specir:i Provisions are attached to and made a part of Permit Number The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit >>, orizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be sect;! -.:,I by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated tra; saying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All me-: nical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be use , ; 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 n,arred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of tv. -) inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work are... . hall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. ,Suite!,;,, .-tours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in ad - of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage struct..,• :o include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate rt ial shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be n :�d 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 fr:::, excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other ob; sable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original stand r better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep dov.. t conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are r:� ed and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this kvater to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum ne lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the ant 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 perm . n. S: AL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notifir : City at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) P to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact al. ;,cerned utility companies relative to the location of existing substructures. Damage to existing substructures resullin;• : operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structu:, No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall no! ill concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between,! :oposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving pla. on ( '* N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not l;ss than ( - N/A ") an i conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ❑ R5 PARKWAY GRADING: Area between thr srty line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('X") to one foot (l'). ® R6 GRADE CHECKING: City of La Quinta s! : eck grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A ion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Cut and/or curb and gutter II be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be cons ed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall Le cc :led as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be and a half inches (2 '/2") of A.C. paving on (" N/A **) of class (** N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearanne r: -I;undred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZE,\: The area to be Urfa hall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's sl,cifications. C: J La Quinta ® R11 COORDINATE WORK: The proposed werf all be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area durin,I period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interfer . vith State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to exca• or beginning of construction, all survey monuments which exist on the centerline of all streets or property I:;:es ncluded shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or s- r at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished t City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement I rvey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement w;;l he r• •ianically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the of: :he City Engineer. (Under no circumstances shall excavating equipment be used to excavate )rior to cutting or p .v;;:, Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving . ns, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excay..•'o:• be li::•ited to one -thousand feet (1000') of open trench before backfill operations must I .!gin. All excavat'.,; .s s r rope ly barricaded with lights overnight, on weekends and holidays for the protection of the :raveling public. II e f .'!crks !nspector shall determine the suitability of excavation barricading in each case. No excavation shall ren, n , a per. A exceeding five (5) days. No excavation shall be made unless the construction matei ial is actually on the we ❑ R16 BACKFILL MATERIAL: Backfill shy be brush, roots or other organic substance detrimental to its use for purposes of producing and 'adequately consol ! fill. An; material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encou:.i g excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ® R16 BACKFILL SAN. _ Backfill shall be pl- '•-nsit-mix sand or equivalent and shall be placed on lifts not greater than three feet (3') an . vibrated using v.: )St e:;ui:alent equipment. Alternate methods may be substituted, but in any case, a relative compgction of ninet, ve :95% shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill s!.al! :. plied in layers of not more than fifty percent (50%) of the total depth of the trench before floc Jng or a maximu.. �-f ' t (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill m .terial is not subje.: i ne s%w II by flooding operations. Backfill material shall be placed so that the resulting compac' on shall not be le. :. 'y percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where pondim: ; is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is us :, i shall bu of sufficient length to reach the bottom of each layer and the water supply shall be c itinuos. ® R18 COMPACTION 1 -STS: If so requ : ! 1 :,ectc , compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maxima,; of / test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for appr^val and filed prior.: permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Sta: :,rd specification:.', High...3ys, State of California, dated January 1973. ® R19 COMPACTION T_ STS: If so requ;• =pec!or, compaction tests shall be made for each crossing or service line. One (1) copy of (:.3ch test shall be I, the City Engineer for approval and filed prior to making permanent repairs. Compaction tests ;hall be made as ections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dat, . January 1973. ❑ R20 TEMPORARY P, VEMENT REPAI:. leticr of backfill and compaction operations, a temporary patch consisting of two inches t2') of SC-800 shall t. :ill a prel. ;red sub -grade. The SC-800 temporary paving shall be placed after a maximum of three-thcusand linear ,:c 1 or trench has been excavated and backfill operations completed, but in no case shall the pl:. annei t of the temc _,.lent e -eed a five (5) day limit. ❑ R21 PERMANENT P-1EMENT REPAI; r fill ai.d compaction have been completed, a temporary patch consisting of two inches (2") o' ;C-800 shall be pl a n:el;. A permanent patch of ( ** N/A ** ) inches of A.0 surfacing placed on a ( ** N/A • ' ) inc., (' ` N/A "" ) ag J. - ;'I he placed no later than (** N/A **) days after completion of temporary road repair. ❑ R22 FOG SEAL: A f 3 se:.! coat core. •r ­p!icn1;on of asphaltic emulsion shall be applied over all patch areas as determined r :!, : Cit, Engineer. ❑ R23 STREET REST, PING Where stre still % : idle on street to be excavated, such striping shall be replaced upon completion of per .a.-ent repairs. ❑ R24 TREE RELCCA'.JN OR REMOVA :r ; n . ;! :n the City of La Quinta road right-of-way shall be accomplished by a lice.-sc:,., he Jed and ins:;rt• : . • ha• :,ad safely without interference or hazard to the traveling public. It shall be the resp risibility of the per: :,n zhe tree in a vigorous growing condition at its new location. Trees to be reins. ed shall be in sec.. ,: n be handled safely without interference or hazard to highway traffic. The entire width cf tl • tree stump, sh-. rind c':sposed of so that no debris remains in view of the highway. The stump hc.t2 =! a' be b.,ckfilled at, , it .onip-. led as specified in the following paragraph. Where it becomes necessary to :oa:rict traffic, the work . tricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flags.- . d or i .irricades sh •'I to ; : -,test the traveling public at all times. Large holes r.., Ain , !rom tree re: all be ba-Milled and compacted to not less than ninety percent (90%) or equivalent tot th, st.,--ending grot.. iic •v• r is tin- greater compaction as determined by the impact or field method. Compa"!iu, t:• .t :;h.,•I comply ..ill; r f tt:- �'lnndard Specifications, Division of Highways, State of California, dated J .-.i.:y 1- -3.