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4186NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA , APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 0 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: July 15, 2004 Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Rancho La Quinta TN! 27840 and TM 29457 (Street address or Description of Location) PURPOSE OF CONSTRUCTION TV Cameras Surveillance Perimeters DESCRIPTION OF CONSTRUCTION Trench approx. 1.2,0001 of 2" conduit for TV cameras DIMENSION OF INSTALLATION OR REMOVAL 12,000' SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 7/19/04 Sketch (attach construction plans if appropriate) f *See Attached Special Conditions* APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 10-7! I IL JJ 10 (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 DDtions of/AF},e CityLa Quinta and to pay for any additional replacement necessary as the result of this work. Itttrrrvvvv U JUL 2 0 2004 Signature of Applicant or Agent Cochran Communications (Jason Cochran) , 36630 Cathedral Canyon, CC (760) 328 �I 9E � QUIbTA F �NCE DEPT Name of Applicant (please print) Business Address ., Telephone No. Same as Above `'- Name of Contractor and Job Foreman Business Address Telephone No. 478543 00865 Contractor's License No. City Business License No. Fred SadeShi Insurance Services LHA126.303 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class II I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ ,, Q r Permit Fee` i ���• ,J �� Penalty Cash Deposit -Surety Bond if requi44 TOTAL: $ �� • J -� Receipt No. Received by Date 4186 PERMIT VALIDATION PERMIT NO. 4186 DATE APPROVED 7/16/04 EXPIRATION DATE 7/16/05 ' DATE ISSUED 7 - 19 - 24 Administrative Authority Recorded by Telephone: (760) 777-7075 O PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT _ Date: Y— (S-- D1( . Location of Construction: �,,�/ eh o L A „j 7t- i7 S Li —J, 7r\ 2-1 4 S 7 Purpose of Construction: ^T- V, . Goo-CeIV S Description of Construction ) j}Joy o N0U,0_ Ir4S� TU . C4V, Dimension of Installation or Removal: Approximate Construction Start Date: -7- Approximate Construction Completion Date:, Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements. Contact Name:.. 6oQeP- Phone Number: 7f-c" Name of Applicant:. (:! a, p_j (fo s -t-. Applicant Address: 3 Uo 3 Applicant Telephone Number:. 7 W^ 3 Z 9 `V778 Name of Contractort fl e- Contractor Address: 3 r.G20 Contractor Telephone Number: 7 32­� '(a 7 79 Contractor State License Number:. �!7 5 s 4 3 Contractor City Business License Number: 0 94,,57 ' ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractor General Liability Insurance Company: Applicant or Contra for General Liability Insurance Policy Numlier: �-0 6 I Z6303 Office Use Only: Inspection Fee: Permit Fee: As -Built Deposit: Dust Control Deposit: Credit Amount: Office Use Only: Assigned Permit Number: Approval Date: Expiration Date: Issue Date: Administrative Authority: TOTAL FEE DUE: / Cochran .Communications..Constructio:n �" Estimate 36630 'Cathedral Canyon' Drive Date Estimate Cathedral City, Ca. 92234 July 19, 2004 1 - Boring License #:478543 ' Rancho La Quinta Estimate To: JDC Security Systems Inc. 906 N. Lake Street Burbank, Ca 91505-1622 ATTN: -Bob Coffeen Quantity Item Code Construction Item -- La Quinta e Due Date f Price U.G. Construction 13315 Foot 2" Directional Drilling $6.00 75 Foot 2" Pneumatic Boring $16.00 • 4501, Each Hand Trenching @ 18" Cover $5..90 15 Each Install 17"x30" Vaults $52.00 17000 Foot .Install Fiber In Unoccupied Conduit $0.81 Material' 14000 Foot 2" Sch 40 Conduit $0.49 30 Each Z x90x24" Sweeps $3.00 200 Each 2" Couplers $0.68 15' .Each Vault 17"x30" Marked Security $115.00 Note: This is an Estimate Only and does not reflect a true or final billing of the construction to be performed. Only after construction is complete can a true final billing be given due to unanticipated circumstances, such as items that may have been overlooked, or items listed that may not be required. act Number $79,890.00 $1,200.00 $2,655.00 $780.00 $13,770.00 $6,860.00 $90.00 $136.00 $1,725.00 Estimated Cost.OflConstruction: 1 $107,106.00 { -PERMIT NO.4186 ' Rancho La Quinta Surveillance/Boring & Trenching/Tract No. 27840 & 29457 In "addition to the standard permit conditions, the following'shall apply: 1. Pursuant to Section 14.16.320 of the'La Quinta Municipal Code (Ordinance 10 § f (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. Cochran Communications, hereinafter. referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3: ' The permittee,shall keep pedestrian traffic open -at all times. 4. Prior to crossing any Traffic Signalized Intersections (ex. entrance to -Rancho La Quinta Country Club), the permittee must. inform the City Inspection. Staff of the, locations of the signal loops and the trenching or boring area. 5. No parking is allowed on`Jefferson Street or Avenue 48. 6. No lane closures are allowed without prior City approval (approval has been granted on Washington per traffic plan, but lane closure hours are restricted between 9AM and 3PM). • "7. No work is anticipated on paved streets (all work is behind curb). Reapply for a permit if construction work enters paved areas. 8. Streets shall be "kept clean. They shall be' completely cleaned at the end of each working day and more frequently, if required 9. 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. IOperation and maintenance of equipment within one-half mi'le.of human occupancy shall beperformedonly 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. h r. 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. Special Conditions Page 1 of 5 PERMIT NO.4186 Rancho La Quinta Surveillance/Boring & Trenching/Tract No. 27840 & 29457 10. 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 (909) 275-6894 if signal operation at the intersection is to be altered in any way. 11. 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. 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. 15. Pursuant to Section 14.16.370 of the La Quinta Municipal. Code (Ordinance 10 § l (part), 1982), backfill compaction within street rights -of -way shall conform to 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 2 of 5 PERMIT NO.4186 Rancho La Quinta Surveillance/Boring & Trenching/Tract No. 27840 & 294.57 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.. R 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. . r 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. 16. 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 cannot 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 apoint where construction will begin thenext day, provided that this length of trench is completely covered by steel plating. Special Conditions Page 3 of 5 PERMIT NO.4186 Rancho La Quinta Surveillance/Boring & Trenching/Tract No. 27840 & 29457. 17. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its, original condition. 18. Access and.egress to all local properties shall be maintained at all times. 19. 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 3/4" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be -approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the,cold milling area shall be as follows: • /For longitudinal trenches located in a 'parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever'is-greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. .. � .. Special Conditions Page 4 of 5 ~ PERMIT No. 4186., Rancho La Quinta SurveillanceBoring & Trenching/Tract No. 27840 & 29457 E-. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/a" 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 sliall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, andshall conform to the surrounding grades. , 20. . 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. 21. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance.l0'§ 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. -22. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 23. 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. 24. If it is the intent of the permittee to cut the pavement and have it restored by a third party;.the ermittee shall postpone cuttin the pavement until the intended third party has acquired a permit from p P tP g p the City to perform the required restoration work. Page 5 of 5 Special Conditions ' Sn F 4 =s,y-r f, p i,-.y . „` _ . ,y+H+= s ?;: ;jt,. ; : 4 't: _.; r '� cb;1'` - .•-•'r 1 `� . .c c '•c +t -f Y:ity :-tt. ,,y"r`.i. r. .ti -:..,' ...+ r. 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WASHINGTIC ST: e �A ', _ .. 'a •�'z.� b8"'."' 't: .rim •�,. � s.y ,. - •,.' . t. '. r • ,J '�C,� 'r T• g � :ti'r $' x- �,. a :t '�?• -�!4h, � .�:..,_ r ,!', Nt �, v �. i'�•. dr ts.e f �' '`'G!o k r ;i. $.`. r �' .�:-, jnj _ ,U' •�: t:. � , a' .,Y' r r ,. , . '``�"` .. t ar - `,<,• 'PLAN! .} ` ,-? - +�-,�' .... y i 500 ET 350 FT wl �, ,1 s C 18 'SUB FT... r ;G18' .:z ..'V.b20(RT►' h - .•.,, it om `C. a. ?C?18'. ,'c Y w;7x t` F: �j.:: c,ie *} ..1 :'b . - ♦ r:.L 4. rT ' v+^.M�«re3 OftLY - t f • r '- .; Z. s ONLY ' Lt C '3h 'e';,_ " "man . '4, „t . ''s •" '� -.a ti.:�'- 3N1E1U8'' .. 'v c apertg3V 4, wNRµfAp :.1 _-. F „'f i d F ,. { �,�,� _ls'. •�. {. -y;:. --_ f . J t � ,': 'xNior `. 1 � �r�•_'. • �"� � •,•yr ,�.;.• _ . , x,".? :.,� St „,ram. 't.-la• , �. � F �A .}, ^� � , � � . i ; dam., t.� h;. r.. . 7 . � 7 � . � • . ,tr.i `a��; io 600 FT k" TAPER SHALL BE VISIBLE ;RANCHO; LA .BEFORETHE CURVE '- --"+. ,u '`,� .3° •� `1- <�" F ...�„4i "C .d_u. '! t, "J,'v .. wt;.'t rs. •'-,.w - ,:a1' " - ti'',t F 'f F. ;r .•. A. r - •� -:s' :a.- .,ti.', Hr t .::,%.. 't,s. t :.Y Y.i.. ''� ..ti•-,ter. ,t .r :t-,a •_tY a ''•_ sr"a•,� sr; .Z ash y �, .yws s: `4"`- :.�. �}, .efi. �,,. _,';' .�.�-.. �l .,r -. F .�+ •�! r 'r+ l�` ; i - AYE 48 -�� .i"`r t FT SPGRTATION«CALTRANS :" 3: �, i NOTES' 1: ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL IN ACCORDANCE STATE OF CALIFORNIA DEPARTMENT 0 RAN e ( ) ... i •� A �r 1 MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES : , y'. _ ;; ,'r „ i -ti': Y'.: ... f �. ' . } ' " r� „2 +;TRAFFIC CONTROL SHOWN HEREIN ISTHE MINIMUM REQUIRED: ADDITIONAL TRAFFIC CONTROL'MAY BEREQUIRED TO FACILITATE PUBLICSAFETYAND ' TRAFF.IQFLOW {F-DEEMED NECESSARY.BY CITY OF LA QUINTA..REPRESENTATIVE.: +� ' f Spee° r 3.'THROUGHOUTEACHWiORK PERIOD; CONTRACTOR SHALL INSPECT.TRAFFIC CONTROL (SIGNS; BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN .t * r l ' ^.4 ?,, , r " -50 s t ACCORDANCE WITH TRAFFIC CONTROL PLANS. • . r?•` a k' 4 CONTRACTOR SHALL MAINTAIN AMINIMUM12TRAFFIOLANEWIDTH ATALLTIMES,` THERE SHALL BEAMINIMUM 2BETWEEN THE EDGE OF.CUT AND THE ` � � "' Install Monitor Cable for RanchoLa_Qulnta - J -'NEAREST TRAFFIC .LANE rt`" • t 1`+ a *; } �'. Conueclu, ti r camel ca new- @ ACCESS Tor PRIVATE PROPERTY SHACLBEMAINTAINED ATALL TIMES �k. ° cochranGommunications"'TopsN.Eearllcades,inc: ' 6..*S TRAFFIC OONTROL SHALL BE IN PLACEDURING WORK HOURS ONLY. ;AT END OF:THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND ,. s` p' Ae� ea �^�^ s� aem - > -� y , �; � °, ,. (800)852-TOPS Ronfifield �CALTF;ANS.T 11 -RETURNED. TO NORMAL 4' r _' " `-4'L - '- 7: THE WORK WILLBE BORED UNDER THE GROUND BEHIND THE CURBFROM POTHOLES AT. DI - • vq r STANCE$ APARTaTHEREFORE INTERSECTIONS WILL BE BORED `- t Dam ! F -• , „ 1'' 7/22/04 ,To Be Issued on Approval ACROSS AND NOT" AFFECTING TRAFFIC UNLESS THERE IS ANOTHER UTILITY TO LOCATE. THE LANE CLOSURE IS FOR EQUIPMENT. 4 > ',,' Z. ! •= x. - y _ ry x - itr„ .. '',} - trr. r - •w �: 1'] ' µ a i', 1• - - e.N, �" ,f .. '� -.i ,*F.. ,c: �.•� •� �?? � . "+1 .r+-yea ` � i, +• f e J. t. r` r�- A.. � .r, t � .. 7'1 '.'fie' .. .r .� f - - [ ,. • -"f-. Y - 'i ••f� ah' i�l-: , _ � 1 - '�.! _ - ![, .1. .T try' k.I i - ,.:T! 'r,, . __ - ''�. ...-k .� , ''- ac , r; .• sue. .t .. . ._ � .< .. •y�4 =.r ';� m c �a . ' 500 FT. 350 FT 500 FT C-40 (Rp. r: co C-20 (Rn �r S�<; aav txua 600 FT . * RANCHO LA QUINTA C C. - • . TAPER SHALL BE.VISIBLE Yr '. BEFORE THE CURVE AVE'. 48. NOTES: I., ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) t."a�UAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORKQONES . - , 2.'TRAFFIC CONTROL SHOWN HEREIN IS,THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE_ REQUIRED TO:FACIUTATE.PUBLIC SAFETY AND "TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF•LAQUINTA REPRESENTATIVE.'. !1650' +_ 3.- THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS)AND MAINTAIN SAME IN. ACCORDANCE WITH TRAFFIC OONTROL PLANS. 4.CONTRACTORSHALLMNNTAINAMINIMUMITTRAFFICLANEWIDTHATALLTIMES.THERESHALLBEAMINIMUM2'BETWEENTHEEDGEOFCUTANDTHE = Install Monitor Cable for Rancho LaQuinta' ; NEAREST TRAFFIC LANE r i, , 5:-ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. CoChTen.COrTlrrluniCetlOns'.TOpsNBafflCade$ InC: 6.?,THIS:TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. -AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND, "ro"eO sedan ` su'REruRNEOTOtJORMAL r (800)852-TOPS RonFifield :CALTRANST=11 7.=THE WORK WILL -BE BORED UNDER THE GROUND BEHIND THE CURBFROM POTHOLES AT CERTAIN DISTANCES APART THEREFORE INTERSECTIONS WILL BE BORED Dam ACROSS AND.NOT AFFECTING TRAFFIC UNLESS THEREISANOTHER UTILITYTO LOCATE. THE LANE CLOSURE IS FOR EQUIPMENT. 1 7/22/04 ' To Be Issued On Approdal PERMIT NO.4186 Rancho'La Quinta Surveillance/Boring & Trenching/Tract No. 27840 & 29457 In addition to the standard permit conditions, the. following shall apply: 1. 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. Cochran Communications, hereinafter referred to as "Permittee",;shall be responsible for providing continuous dust and erosion control. 3. The permittee shall keep pedestrian traffic open at all -times. 4. No parking is allowed on Jefferson Street, Washington Street, nor Avenue 48. 5., No lane closures are allowed without prior City approval. 6.: No work is anticipated on paved streets (all.work is behind curb). Reapply for a permit if construction work enters paved areas: 7. Streets shall be kept clean. They.shall be completely cleaned at the end of each working day and more frequently, if required. 8. ,Pursuant to Section 6.68.050 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 Ist to April 30 Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.mAo 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` 8:0.0 a.m: 9. 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 setup after 9 am' 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 anyway. ' special Conditions Page f of 5 PERMIT NO.4186 Rancho La Quinta Sur*eillanceBoring & Trenching/Tract No. 27840 & 29457 10. 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. 11. 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 he 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. (Note, lane closures are not allowed within this permit) _ 12. 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. 13. 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: 14. 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 to Section 306-1.3.of the latest edition of the Standard Specifications for. Public Works Construction (SSPWC), except as otherwise specified herein. r Native material may be used as backfill material provided,}that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed.by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A.. When a firm foundation is not encountered due to soft, spongy or other unsuitable material; such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. Special Conditions Page 2 of 5 PERMIT NO.4186 Rancho La Quinta SurveillanceB.oring & Trenching/Tract No. 27840 & 29457 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'thre.e foot vertical intervals as backfill is placed to ensure the effectiveness ofthe 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. -_�A11 costs incurred due to the conditions above shall be borne by the.P.ermittee.' Copies of all test results shall be fiimished'to the City Inspector. 15. All excavations within City, of La .Quinia` 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.mayleave 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. 16. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its :original condition. 17. Access and. egress to all local properties shall -be maintained at all, times, special Conditions Page 3 of 5 . PERMIT NO.4186 Rancho La Quinta Surveillance/Boring & Trenching/Tract No. 27840 & 29457 18.. Pursuant to Section 14.16.375 of the'L•a 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 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 956/o relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. ti C. Permanent pavement replacement shall be installed using a City "approved '/4" max medium. asphalt concrete as the base course lift and a City approved %" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. • D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 . feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base, asphalt concrete in the trench • area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. ' • For transverse trenches across existing, street: two (2) feet outside the sawcut removal lines: E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of/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. Special Conditions Page 4 of 5 PERMIT NO.4186 Rancho La Quinta Surveillance./Boring & ,Trenching/Tract No. 27840 & 29457 19. 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 thetoperation. 20: 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. 21. The City of La Quinta reserves the right,to revoke, suspend or void this permit'at any time. 22. 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: 23. 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 partyhas acquired a permit from the City to perform the required restoration,work. e5of5 Pa Special Conditions g . 1` - City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4186 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 followina 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 ('/4") 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 M.") 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. - - 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 centerline of all streets or property lines when included'shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the pennittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under'no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%)-of the total depth of the Trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R16 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973.. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( *' N/A *' ) inches of A.0 surfacing placed on a ( ** N/A ** ) inch (** N/A" ) aggregate base shall be placed no later than ('* N/A ") days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling publicat all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground;. whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.