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13058z See below for Finance Revenue Codes 4 ( ENCROACHMENT PERMIT PR' PUBLIC WORKS CONSTRUCTION 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: 5/23/2013 Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV LOCATION OF CONSTRUCTION: Calle Tampico, Park Ave, Avenida Bermudas; Ave 52, Miles Ave, and Fred Waring Dr PURPOSE OF CONSTRUCTION: Pavement Management Plan; CIP 2012-07; Sampling Existing AC / Base/ Subgrade DESCRIPTION OF CONSTRUCTION: N/A DIMENSION OF INSTALLATION OR REMOVAL: 10" Diameter at Each Location APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/28/2013 TIME OF COMPLETION: 5/31/2013 ESTIMATED CONSTRUCTION COST: $14.000 permanent resurfacing and/or replacing improvements) COMMENTS (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing 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 occuring'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 at (760) 777- 7097. To submit an inspection request, 'leavea,message on•the Inspection,. Request Hotline:at (760).7777097 priorto'1.:30 P.M. at least twenty-four (24) hours prior to the: anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicab rules a tions of 't of La Quinta and to pay for any additional replacement necessary as the result of this work. ea, u�� 70 gi Signature of Applicant or Agent Geocon West, Inc - Lisa Battiato Name of Applicant Geocon West, Inc. Name of Contractor and Job Foreman N/A Contractor's License Number Travelers Ind. Co. of Ct Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I 40-004 Cook St #4, Palm Desert, CA 92211 Business Address 40-004 Cook St #4, Palm Desert; CA 92211 Business Address Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee EE=1 $0.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL 0.00 (760)579-9926 Telephone No . (760)579-9926 Telephone No. 108125 City Business License No 6609A123269 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 130.58 DATE ISSUED:. 6 Z EXPIRATIO ATE: / BY: C WORK .INSP TED BY*: S PERMIT COMPLETION DATE*: If the work is covered by a Subdivision Improvement Agreem nt, Subdivider shall request final acceptance of improvements from the City Council. Glle "tamp ,cam+g ; f'S-c•�, -f-u S L oo a -f-o 38 Work Area Traffic Control Handbook Work Area Traffic Control Handbook Center Lane Closure —r—I1-11 —I i I CApAUJ 1 E FOR MIDM SPEED SITUATIONS SEE SECTION a NOT TO SCALE Shoulder Closure d Kr;•%tr ;-=3OP.n 57�pM '3::oc.Pr" 39 40 NOT TO SCALE fVl�I�s �G�I �iCJotr�Ko� Work Area Traffic Control Handbook Right Lane Closure �V[ 11 I 4, 31 r�t t,vF3 S-iz4, a -t- 6 = 3 o a •-n 42 Work Area Traffic Control Handbook M1rF[P BP�CE I Y 1 i i I FOR MIOM SPEED SITUATIONS SEE SECTION B NOT TO SCALE Bike Lane Closure NOT TO SCALE ' Good Work Aheotd' sins will bt polscd p,l- Jdte t�iwi+<is o� et�.L+ road ow fi�o�Fi� contra(= • " r,a.txar - Go=.d AMIe�►d''w�us.d Zai' loe#one • ltd leant %.?.I 'B+kt -�'h�. Oawi�j Iroca,k� • i �'VnW 5 W t ts tl be lobed' bt a 4*x. W, bean s�► • CoG45 WIy�whin a' b,4, work. tocakwt • Mrd 'Roadwork ss^ will in P�� Ctf C to bue) It t+elrs Wiu be y bm4ed a" Wnrlk Vt{w j f FILF COPA' Work Area Traffic Control Handbook 35 36 Work Area Traffic Control Handbook Work Area Traffic Control Handbook 37 Work an Minor Street Work on Minor Street Left Lane Closure n Ir MIR v Vigo- I NOT TO SCALE !TOP SIONS iERY 6 -To 10" NOT TO SCALE FOR HIGH SPEED SITUATIONS SEE SECTION 8 NOT TO SCALE 41" 7. — J . r-�j 8 r FOR HIGH SPEED SITUATIONS SEE SECTION 8 NOT TO SCALE EISENHOWER DR. r• . _ � • ...• tT -Ti rA CALLE TAN PI CO alo C ' .i . � M,"•=�^— � M1 � ... CJS—G�� -- �-- �f y,...�� O +AVD.'NAVARRO`r �' c► t ice' �� " • . AVD. VILLA i 11 J .11 1 i j CAL LE TA M.PICO ODW _ �_ it A tr_�` Y.i Y�"�..,,,�7-�?=w�� yy� r� S t 'i � � � �• �i ' _;. 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' ' ' 1 DUDEK rrvrv~ � ° PAVSTRELI MA NA CF AICM' SCAN M�rrr �I�n� S'17iFL�'I'IMPNOVM.M(:1V1S ( 2 F .m. .+a, wa961.w •�•1R... _ .aaomn `D+4f'i atSit— � � � .iti •• Cm'OF UGu1tiA.MGaIT 70t7N Fln� WASHINGTON ST CAMMWA CALLE_ TAN_PI,CO CALLE TAMPICO. • �. - ...� ", $��r� J� sem. ° a. .. _ J t L lll.� _a�. �• "��r_ CY w� +� . et, r — K� SCALE CALLE^ TAMPICO PARK AVENUE GRAPi u.u_ 1— m Y .wa[On 4f uO.iM. YMOnOY!Y�N. OeY/OY. YH.M. • DUDEK =r� r�� ,11 WI WtOVEA I•.NJs '��t�rlFi:. ,....._..... ..._.....--_.., �'c.o•n_ Yaao� !s'—ew,sua�w. w� wl-rr air 4�"^ .. „• ess ^.11waRi_�.•e!•![!!• - ,.a f^� em o.uowwr..rw�cr mew! -7^ nn� ��hy �_ • NO � � :1 _y • .. f .JK'�A.:...i.. �n, ~ �� `� �' �' .,,moi►.. mr-la, lfle. s �• '1i. ice, ��.%A. �7s+�[•Wt�'`"�i'� :.� �� 4 % �, moi. ' K ,., •.moi*r ..� �� "'J . ;•;, �'r `' i�t ♦ �--• �-. v. ♦ -..Cat !.�"I< M- � .� rM�►._+jam-- A_iltl ��Y.' t ��'i ...aYf �i!•��,.'>Zy-:. .{ � � � __• ail �� Y111M. 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" —/rte' '��: '4t . j,',� PARK AVENUE —7-7 PARK AVENUE GRAPHIC SCALE - XIyL _ r....w.sn mYO.MLLNI• NM4lm4aCARYrOWAMr IWIM l W�•Y r _ Yi uw r�� "n^^•�'n" °iR _ —"'""�., ..........� r.�...._r .. __ Y I T' Io• f�,y�yE, .et w..ur.nmr.mm �AlNINACIf I' A 5I•lfMRUY1R",DUDEK �6 r Ytl -5- w.wnoa �— ..wrr....�rw 'o(omn m—O.421AOw6• � em oruOlwNf�-NIOI[n momfm� IS (z) C I ly 70 FRANCIS HACK LN AVENIDA BERMUDAS AV.ENIDA BERMUDAS --Q-7 — �SSy GRAPHIC SCALE i uuc r .:c AV eCO u ANAGI sowwwr �� t D UDEK ." ,•AVF�,fiNI AMPRO LMENf PIAN 11 � �� I SIHIJiT IM19tOVhAl1iN'IS T'47:I �;��E'6.". _,.. .........-... w.�.. �w.. +,n, ��. �;y'�j o�.wr"a'.�u - _ !a"'dt e r �� ..e. s!••sswnie .... ..� - EP cmovuauxrt�-roacct �miros •fmM . ►� j1 A �, .. �.c? _ _- ' � tom„ '�.,'�+►��' ifr ��.. SONO {_? AVENIDA BERMUDAS 0 � � r AL Qj , —jl 3LY•�y.-� ..�Jmac `�• .....i�ENSENADA� , 2 1�e AVENIDA BERMUDAS E s GRAPHIC SGLE � x onnuam. MtN��uarq mnOryiow. sfEtlb Y TI•MhF1'MANAC.Fhf0INDUDEK 12 Y�."J`E 1Mi ,.,,.... �...•.'...-....: -.1 our E.^m%"'"'I, �..00 i""+" I I `�� I I.c :ar...• — 'aw:uvwan �^ ; +' cmosuowxrA-MOX.rllata•��arI- YM w..o-an..,.d..1.. 0 AVENIDA _BERMUDAS ......... . CALLEP AV -E N 10 A BERMUDAS DUDEK —-- ?RAPHIC SCALE III;- A,%I.WNrrmAN 13 �6 JI:NrS 1 R _...�'�" _��a—. -.•-. ate_ . AVENIDA_ _. _ _BERMUDAS. 1 GPAPMIC SCALE i 1 � i 5[NF 1• ZO + 1 � �%� 40,M1. wr'F DUDEK MMC11044M41u1�l1perlaM. flffllb d PAVFhlWI'MANA[:F:M Ml;IjJ1N tii'Rlilil'IMI XUVM4I:N IS _ R:F (31 a.d�„�, 14 rmlM cm orua+wu•r�arcT mnm CD in AWVMI 'AW*, 4w -N_lilds AV7 sic)" Z14 �vk Ill 19 _'A etev D �A .. - F\ '1'� jj.�� ; ~ ([mss_ _ � ` f•' ��`.. Ou 77 a: � tEE _`.n ,� ,� .,y �'',.►.t,,,�; .��b}sj ".��r.,r��ir9'• 's ��.^., y_� .,,,.; :, +'(j�•, '�.- � � -o - a 4,4 .1 �" �•`�- - _ � _ eta �` r _ q _ c 'j _ y„ "� � PERMIT NO. 13058 Pavement Management Plan / Sampling Existing AC, Base, & Subgrade/ Calle, Tampico, Park Ave, Avenida Bermudas, Ave 52, Miles Ave, and Fred Waring Dr 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. This permit, or copy of it shall be on the work site (usually the ;job trailer) for inspection during the actual work performed. 3. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 4. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. 5. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 6. Geocon West, Inc. (Lisa Battiato), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 7. 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 1 st 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 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 8. 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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 9. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. Special Conditions Pagel of 5 PERMIT NO. 13058 Pavement Management Plan / Sampling Existing AC, Base, & Subgrade/ Calle Tampico, Park Ave, Avenida Bermudas, Ave 52, Miles Ave, and Fred Waring Dr 10. The permittee must compact any disturbed soil within the paved right of way back to its original condition or compact to a minimum density of 95% based on ASTM D1557 and be placed while the soil is at +/- 2% of optimum moisture, which ever compacting effort produces the greatest density. 11. Any asphalt removed during potholing shall be replaced with City approved mix asphalt or equivalent. Temporary (Cold Patch) is not acceptable as an approved asphalt mix unless approved by the City Engineer. The asphalt shall have a thickness equivalent or greater than the removed asphalt thickness and shall obtain a density of 95% or greater based on maximum density obtained by the ASTM Marshall Mix Design Method. 12. 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. 13. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 14.. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. 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. 15. 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. 16. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements; signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. Special Conditions Page 2 of 5 PERMIT NO. 13058 Pavement Management Plan / Sampling Existing AC, Base, & Subgrade/ Calle Tampico, Park Ave, Avenida Bermudas, Ave 52, Miles Ave, and Fred Waring Dr 17. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public .street right-of-way. 18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random pothole backfill compaction and testing if requested by the inspector. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Civil Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 19. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 20. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: I a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 21. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin on Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 22. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 23. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight; however, Permittee may leave a length of excavated trench, notto 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. Special Conditions Page 3 of 5 PERMIT NO. 13058 Pavement Management Plan / Sampling Existing AC, Base, & Subgrade/ Calle Tampico, Park Ave, Avenida Bermudas, Ave 52, Miles Ave, and Fred Waring Dr 24. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 25. Access and egress to all local properties shall be maintained at all times. 26. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved %" max medium asphalt concrete as the base course lift and a City approved Y2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. 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. 27. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 28. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission. to use the street to deliver street construction materials and/or equipment. Special Conditions Page 4 of 5 PERMIT NO. 13058 Pavement Management Plan / Sampling Existing AC, Base, & Subgrade/ Calle Tampico, Park Ave, Avenida Bermudas, Ave 52, Miles Ave, and Fred Waring Dr 29. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime. 30. 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. 31. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. D Special Conditions Page 5 of 5 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13058 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A•minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify 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 (W) to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by . a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A *') feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (" N/A'*) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. 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 permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the 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 (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ 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 andfiiled 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 Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Monday, May 20, 2013 10:53 AM To: Digalert Email Group Subject: USAS LAQ01 2013/05/20 #00012A A31400623-OOA NORM NEW LAQ01 00012A USAS 05/20/13 10:52:38 A31400623-OOA NORM NEW GRID Ticket: A31400623 Date: 05/20/13 Time: 10:50 Oper: PEG Chan: 200 Old Tkt: A31400623 Date: 05/20/13 Time: 10:52 Oper: PEG Revision: OOA Company: GEOCON Caller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 City&St: MURRIETA, CA, Zip: 92562 Fax: 951-304-2392 Phone: 951-304-2300 Ext: Call back: 8-5 Formn: PAUL . Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:AVENIDA BERMUDAS X/ST 1: CALLE ENSENADA MPM 1: MPM 2: Locat: W/SIDE OF AVENIDA BERMUDAS APPROX 225FT S/OF CALLE ENSENADA AND APPROX 1OFT N/OF CALLE NOGALES; MARK 1OFT RADIUS AROUND PREMARKED AREA AREA HAS BORING SYMBOL, INITIAL G & BORING NUMBER Excav Enters Into St/Sidewalk: Y Grids:0879FO14 0879FO22 Lat/Long : 33.667255/-116.304126 33.667216/-116.303141 : 33.664973/-116.304217 33.664934/-116.303231 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: CORING FOR 2 SOIL SAMPLES Wkend: N Night: N Work date: 05/23/13 Time: 06:00 Hrs notc: 067 Work hrs: 054 Priority: 2• Instruct : MARK BY Permit: PENDING Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 IID02 LAQ01 SCG10G UTWCPD UVZINDIO 1 Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Monday, May 20, 2013 10:50 AM To: Digalert Email Group Subject: USAS LAQ01 2013/05/20 #00011A A31400619-OOA NORM NEW LAQ01 00011A USAS 05/20/13 10:50:04 A31400619-OOA NORM NEW GRID Ticket: A31400619 Date: 05/20/13 Time: 10:47 Oper: PEG Chan: 200 Old Tkt: A31400619 Date: 05/20/13 Time: 10:49 Oper: PEG Revision: OOA Company: GEOCON Caller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 City&St: MURRIETA, CA Zip: 92562 Fax: 951-304-2392 Phone: 951-304-2300 Ext: Call back: 8-5 Formn: PAUL Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated:.Y Delineated Method: WHITEPAINT Address: Street:AVENIDA BERMUDAS X/ST 1: CALLE SONORA MPM 1: MPM 2: Locat: E/SIDE OF AVENIDA BERMUDAS APPROX 115FT S/OF CALLE SONORA; MARK 10FT RADIUS AROUND PREMARKED AREA AREA HAS BORING SYMBOL, INITIAL G & BORING NUMBER Excav Enters Into St/Sidewalk: Y Grids: 0879FO124 Lat/Long : 33.669492/-116.303845-33.669032/-116.303058 : 33.668813/-116.304242 33.668353/-116.303455 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: CORING FOR 1 SOIL SAMPLE Wkend: N Night: N' Work date: 05/23/13 Time: 06:00 Hrs notc: 067 Work hrs: 054 Priority: 2 Instruct: MARK BY Permit: PENDING Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 IID02. LAQ01 SCG10G UTWCPD UVZINDIO 1 Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Monday, May 20, 2013 10:49 AM To: Digalert Email Group Subject:USAS LAQ01 2013/05/20 #OOO10A A31400612-OOA NORM NEW LAQ01 00010A USAS 05/20/13 10:48:34 A31400612-OOA NORM NEW GRID Ticket: A31400612 Date: 05/20/13 Time: 10:45 Oper: PEG Chan: 200 Old Tkt: A31400612 Date: 05/20/13 Time: 10:48 Oper: PEG Revision: OOA Company: GEOCON Caller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 City&St: MURRIETA, CA Zip: 92562 Fax: 951-304-2392 Phone: 951-304-2300 Ext: Call back: 8-5 Formn: PAUL Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y t Delineated Method: WHITEPAINT Address: Street:AVENIDA BERMUDAS X/ST 1: CALLE DURANGO MPM 1: MPM 2: Locat: E/SIDE OF AVENIDA BERMUDAS APPROX 135FT S/OF CALLE DURANGO; MARK 10FT RADIUS AROUND PREMARKED AREA AREA HAS BORING SYMBOL, INITIAL G & BORING NUMBER Excav Enters Into St/Sidewalk: Y Grids: 0879F012 Lat/Long :33.671186/-116.303807 33.670726/-.116.303020 33.670506/-116.304204 33.670046/-116.303417 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N. Work: CORING FOR 1 SOIL SAMPLE Wkend: N Night: N Work date: 05/23/13 Time: 06:00 Hrs notc: 067 Work hrs: 054 Priority: 2 Instruct : MARK BY Permit: PENDING - Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 I002 LAQ01 SCG1OG UTWCPD UVZINDIO 1 Daniel Valenmela From: OCARS_Pro@digalert.org Sent: Monday, May 20, 2013 10:47 AM To: Digalert Email Group Subject: USAS LAQ01 2013/05/20 #00009A A31400608-OOA NORM NEW LAQ01 00009A USAS 05/20/13 10:46:46 A31400608-OOA NORM NEW GRID Ticket: A31400608 Date: 05/20/13 Time: 10:40 Oper: PEG Chan: 200 Old Tkt: A31400608 Date: 05/20/13 Time: 10:46 Oper: PEG Revision: OOA Company: GEOCON Caller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 City&St: MURRIETA, CA Zip: 92562 Fax: 951-304-2392 Phone: 951-304-2300 Ext: Call back: 8-5 Formn: PAUL Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:AVENIDA BERMUDAS X/ST 1: AVENUE 52 MPM 1: MPM 2: Locat: W/SIDE OF AVENIDA BERMUDAS APPROX 100FT S/OF AVENUE 52 AKA CALLE SINALOA; MARK 10FT RADIUS AROUND PREMARKED AREA (POSSIBLE CLOSER X/ST CALLE : DURANGO) :AREA HAS BORING SYMBOL, INITIAL G & BORING NUMBER Excav Enters Into St/Sidewalk: Y Grids: 0879F012 Lat/Long : 33.671676/-116.303810 33.671242/-116.303033 33.670967/-116.304206 33.670533/-116.303429 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: CORING FOR 1 SOIL SAMPLE Wkend: N Night: N Work date: 05/23/13 Time: 06:00 Hrs notc: 067 Work hrs: 054 Priority: 2 Instruct : MARK BY Permit: PENDING Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 IID02 LAQ01 SCG1OG UTWCPD UVZINDIO . 1 Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Monday, May 20, 2013 10:38 AM To: Digalert Email Group Subject: USAS LAQ01 2013/05/20 #00008A A3140OS74-OOA NORM NEW LAQ01 00008A USAS 05/20/13 10:38:29 A31400574-OOA NORM NEW GRID Ticket: A31400574 Date: 05/20/13 Time: 10:24 Oper: CLA Chan: 100 Old Tkt: A31400574 Date: 05/20/13 Time: 10:38 Oper: CLA Revision: OOA Company: GEOCON Caller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 City&St: MURRIETA, CA Zip: 92562 Fax: 951-304-2392 Phone: 951-304-2300 Ext: Call back: 8-5 Formn: PAUL Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:AVENUE 52 X/ST 1: WASHINGTON ST MPM 1: MPM 2: Locat: S/SIDE AVENUE 52 APPROX 50OFT E/OF WASHINGTON ST, MARK 1OFT RADIUS AROUND PREMARKED AREA; N/SIDE AVENUE 52 APPROX 1160FT E/OF WASHINGTON AVE, MARK 1OFT RADIUS AROUND PREMARKED AREA; N/SIDE AVENUE 52 APPROX 210OFT E/OF WASHINGTON ST, MARK 1OFT RADIUS AROUND PREMARKED AREA; S/SIDE AVENUE 52 APPROX 2580FT E/OF WASHINGTON ST MARK 1OFT RADIUS AROUND PREMARKED AREA; S/SIDE AVENUE 52 APPROX : 350FT W/OF SILVER ROCK WAY, MARK 1OFT RADIUS AROUND PREMARKED AREA; N/SIDE AVENUE 52 APPROX 90FT W/OF CETRINO, MARK 1OFT RADIUS AROUND PREMARKED AREA AREA HAS BORING SYMBOL, INITIAL G & BORING NUMBER Excav Enters Into St/Sidewalk: Y Grids:0849GO74 0849HO734 Lat/Long : 33.674802/-116.293579 33.674858/-116.283646 :33.673.936/-116.293574 33.673991/-116.283641 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: CORING FOR 6 SOIL SAMPLES Wkend: N Night: N Work date: 05/23/13 Time: 06:00 Hrs notc: 067 Work hrs: 054 Priority: 2 Instruct : MARK BY Permit: NOT AVAILABLE Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 IID02 LAQ01 SCG1OG UTWCPD UVZINDIO Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Monday, May 20, 2013 10:24 AM To: Digalert'Email Group Subject: USAS LAQ01 2013/05/20 #00007A A31400542-OOA NORM NEW LAQ01 00007A USAS 05/20/13 10:23:56 A31400542-OOA NORM NEW GRID Ticket : A31400542 Date: 05/20/13 Time: 10:19 Oper: CLA Chan: 100 Old Tkt: A31400542 Date: 05/20/13 Time: 10:23 Oper: CLA Revision: OOA Company: GEOCON - Caller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 City&St: MURRIETA, CA Zip: 92562 Fax: 951-304-2392 Phone: 951-304-2300 Ext: Call back: 8-5 Formn: PAUL Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:PARK AVE X/ST 1: PAINTED CV MPM 1: MPM 2: Locat: CENTER/OF PARK AVE AT 45FT N/OF INTER/OF PAINTED CV & DRY CREEK DR, MARK 10FT RADIUS AROUND PREMARKED AREA; CENTER OF PARK AVE APPROX 45FT S/OF AVENUE 50, MARK 10FT RADIUS AROUND PREMARKED AREA AREA HAS BORING SYMBOL, INITIAL G & BORING NUMBER Excav Enters Into St/Sidewalk: Y Grids: 0849 H062 Lat/Long : 33.685841%-116.284386 33.685235/-116.283422 .: 33.683829/-116.285652.33.683223/-116.284688 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: CORING FOR 2 SOIL SAMPLES Wkend: N Night: N Work date: 05/23/13 Time: 06:00 Hrs notc: 067 Work hrs: 054 Priority: 2 Instruct : MARK BY Permit: NOT AVAILABLE Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 IID02 LAQ01 SCG1OG UTWCPD UVZINDIO . Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Monday, May 20, 2013 10:20 AM To: Digalert Email Group Subject: USAS LAQO1 2013/05/20 #00006A A31400534-OOA NORM NEW LAQ01 00006A USAS 05/20/13 10:20:18 A31400534-OOA NORM NEW GRID Ticket: A31400534 Date: 05/20/13 Time: 10:17 Oper: CLA Chan: 100 Old Tkt: A31400534 Date: 05/20/13 Time: 10:20 Oper: CLA Revision: OOA Company: GEOCON Caller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 s City&St: MURRIETA, CA Zip: 92562 Fax: 951-304=2392 . Phone: 951-304-2300 Ext: Call back: 8-5 Formn: PAUL Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:PARK AVE X/ST 1: MUIRFIELD WAY MPM 1: MPM 2:. Locat: W/SIDE PARK AVE AT INTER/OF MUIRFIELD WAY, MARK 10FT RADIUS AROUND PREMARKED AREA AREA HAS BORING SYMBOL, INITIAL G & BORING NUMBER Excav Enters Into St/Sidewalk: Y Grids: 0849H0624 Lat/Long : 33.683343/-116.286420 33.683613/-116.285580 :33.682569/-116.286172 33.682839/-116.285332 Caller GPS: Boring: Y .Explosives: N Vacuum: N Re -Mark: N Work: CORING FOR 1 SOIL SAMPLE Wkend: N Night: N Work date: 05/23/13 Time: 06:00 Hrs notc: 067 Work hrs-.. 054 Priority: 2 Instruct: MARK BY Permit: NOT AVAILABLE Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 IID02 LAQ01 SCG1OG UTWCPD UVZINDIO Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Monday, May .20, 2013 10.14 AM To: Digalert Email Group . • Subject: USAS LAQ01 2013/05/20 #00005A A31400517-OOA NORM NEW LAQ01 00005A USAS 05/20/13 10:13:53 A31400517-OOA NORM NEW GRID Ticket : A31400517 Date: 05/20/13 Time: 10:07 Oper: CLA Chan: 100 Old Tkt: A31400517 Date: 05/20/13 Time: 10:13 Oper: CLA Revision: OOA .Company: GEOCON Caller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 City&St: MURRIETA, CA Zip: 92562 Fax: 951-304-2392 Phone: 951-304-2300 Ext: Call back: 8-5 Formn: PAUL Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM' �. State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:CALLE TAMPICO X/ST 1: CALLE RONDO MPM 1: MPM 2: Locaf: S/SIDE CALLE TAMPICO AT 45OFT E/OF CALLE RONDO, MARK 1OFT RADIUS AROUND PREMARKED AREA N/SIDE CALLE TAMPICO 110OFT E/OF CALLE RONDO, MARK 1OFT RADIUS AROUND PREMARKED AREA AREA HAS BORING SYMBOL, INITIAL G & BORING NUMBER CALLE TAMPICO AKA PARK AVE Excav Enters Into St/Sidewalk: Y Grids: 0849HO712 Lat/Long : 33.678577/-116.289387 33.678566/-116.286240 :33.677748/-116.28939033.677737/-116.286243 Caller GPS: Boring: Y• Explosives: N Vacuum: N Re -Mark: N Work: CORING FOR 2 SOIL SAMPLES Wkend: N Night: N Work date: 05/23/13 Time: 06:00 Hrs notc: 067 Work hrs: 054 Priority: 2 Instruct :'MARK BY Permit: NOT AVAILABLE Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 IID02 LAQ01 SCG10G UTWCPD UVZINDIO 1 Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: , Monday, May 20, 2013 10:08 AM To: Digalert Email Group Subject: USAS LAQ01 2013/05/20 #00004A A31400508-OOA NORM NEW LAQ01 00004A USAS 05/20/13 10:08:23 A31400508-OOA NORM NEW GRID Ticket: A31400508 Date: 05/20/13 Time: 10:05 Oper: CLA Chan: 100 Old Tkt: A31400508 Date: 05/20/13 Time: 10:08 Oper: CLA Revision: OOA Company: GEOCON ICaller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 City&St: MURRIETA, CA Zip: 92562 Fax: 951-304-2392 Phone: 951-304-2300 Ext: Call back: 8-5 Formn: PAUL Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:CALLE TAMPICO X/ST 1: CALLE RONDO MPM 1: MPM 2: Locat: N/SIDE CALLE TAMPICO AT 180FT W/OF CALLE RONDO, MARK 1OFT RADIUS AROUND PREMARKED AREA AREA HAS BORING SYMBOL, INITIAL G & BORING NUMBER Excav Enters Into St/Sidewalk:.Y Grids: 0849HO71 Lat/Long :.33.678727/-116.291127 33.678268/-116.290340 : 33.678048/-116.291524 33.677588/-116.290737 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: CORING FOR 1 SOIL SAMPLES Wkend: N Night: N Work date: 05/23/13 Time: 06:00 Hrs notc: 067 Work hrs: 054 Priority: 2 Instruct : MARK BY Permit: NOT AVAILABLE Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 IID02 LAQ01 SCG10G UTWCPD UVZINDIO Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Monday, May 20, 2013 10:07 AM To: Digalert Email Group Subject: USAS LAQ01 2013/05/20 #00003A A31400504-OOA NORM NEW j LAQ01 00003A USAS 05/20/13 10:06:54 A31400504700A NORM NEW GRID Ticket: A31400504 Date: 05/20/13 Time: 10:05 Oper: CLA Chan.: 100 Old Tkt: A31400504 Date: 05/20/13 Time: 10:06 Oper: CLA Revision: OOA Company: GEOCON Caller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 City&St: MURRIETA, CA Zip: 92562 Fax: 951-304-2392 Phone: 951-304-2300 Ext: Call-back: 8-5 Formn: PAUL Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y ''Delineated Method: WHITEPAINT Address: Street:CALLE TAMPICO X/ST 1: CALLE PALOMA MPM 1: MPM 2: Locat: N/SIDE CALLE TAMPICO AT 25FT E/OF CALLE PALOMA, MARK 10FT RADIUS AROUND PREMARKED AREA AREA HAS BORING SYMBOL, INITIAL G & BORING NUMBER Excav Enters Into St/Sidewalk: Y Grids: 0849G072 Lat/Long : 33.678739/-116.293080 33.678279/-116.292293 : 33.678059/-116.293477 33.677600/-116.292690 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: CORING FOR 1 SOIL SAMPLES Wkend: N Night: N Work date: 05/23/13 Time: 06:00 Hrs notc: 067 Work hrs: 054 Priority: 2 Instruct: MARK BY Permit: NOT AVAILABLE Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 IID02 LAQ01 SCG1OG UTWCPD UVZINDIO baniel Valenzuela From: OCARS_Pro@digalert.org Sent: Monday, May 20, 2013 10:06 AM To: Digalert Email Group Subject: USAS LAQ01 2013/05/20 #00002A A31400501 -00A NORM NEW LAQ01 00002A USAS 05/20/13 10:05:37 A31400501 -00A NORM NEW GRID Ticket : A31400501 Date: 05/20/13 Time: 09:57 Oper: CLA Chan: 100 Old Tkt: A31400501 Date: 05/20/13 Time: 10:05 Oper: CLA Revision: OOA Company: GEOCON Caller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 City&St: MURRIETA, CA Zip: 92562 Fax: 951-304-2392 Phone: 951-304-2300 Ext: Call back: 8-5 Formn: PAUL Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:CALLE TAMPICO X/ST 1: CALLE OBISPO MPM 1: MPM 2: Locat: S/SIDE CALLE TAMPICO 25FT W/OF CALLE OBISPO, MARK 1OFT RADIUS AROUND PREMARKED AREA AREA HAS BORING SYMBOL, INITIAL G & BORING NUMBER Excav Enters Into St/Sidewalk: Y Grids: 0849GO72 Lat/Long : 33.678739/-116.294323 33.678279/-116.293536 :31678059/416.294720 33.677600/-116.293934 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: CORING FOR 1 SOIL SAMPLES Wkend: N Night: N Work date: 05/23/13 Time: 06:00 Hrs notc: 068 Work hrs: 055 Priority: 2 Instruct : MARK BY Permit: NOT AVAILABLE Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 IID02 LAQ01 SCG10G UTWCPD UVZINDIO 1 Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Monday, May 20, 2013 9:S8 AM To: Digalert Email Group Subject: USAS LAQ01 2013/05/20 #00001A A31400473-OOA NORM NEW LAQ01 00001A USAS 05/20/13 09:58:21 A31400473-OOA NORM NEW GRID Ticket: A31400473 Date: 05/20/13 Time: 09:45 Oper: CLA Chan: 100 Old Tkt: A31400473 Date: 05/20/13 Time: 09:58 Oper: CLA Revision: OOA Company: GEOCON Caller: LISA BATTIATO Co Addr: 41571 CORNING PL SUITE 101 City&St: MURRIETA, CA Zip: 92562 Fax: 951-304-2392 Phone: 951-304-2300 Ext: Call back: 8-5 Formn: PAUL Phone: 951-704-4819 Email: BATTIATO@GEOCONINC.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:CALLE TAMPICO X/ST 1 :.EISENHOWER DR 'MPM 1: MPM 2: Locat: BOTH SIDES CALLE TAMPICO BTWN EISENHOWER DR & S/MOST INTER/OF AVENIDA BERMUDAS & CALLE TAMPICO; BOTH SIDES CALLE TAMPICO BTWN N/MOST INTER/OF AVENIDA BERMUDAS & CALLE TAMPICO & INTER/OF WASHINGTON ST & CALLE TAMPICO MARK 10FT RADIUS AROUND 8 PREMARKED AREAS, ALL INFO CALLER WAS ABLE TO PROVIDE AREAS HAS BORING SYMBOL, INITIAL G &BORING NUMBER Excav Enters Into St/Sidewalk: Y Grids:0849FO712 0849GO712 Lat/Long : 33.678525/-116.308495 33.678600/-116.294263 : 33.677526/-116.308490 33.677601/-116.294258 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: CORING FOR 8 SOIL SAMPLES Wkend: N Night: N Work date: 05/23/13 Time: 06:00 Hrs notc: 068 Work hrs: 055 Priority: 2 Instruct : MARK BY Permit: NOT AVAILABLE . Done for: C/OF LA QUINTA Tkt Exp: 06/17/13 Mbrs : CVW85 IID02 LAQ01 SCG10G UTWCPD UVZINDIO 1 See below for Finance Revenue Codes c&ht 4 C ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. . Subdivision Improvement Permit - Class III 1155 lT' Minor Improvement Permit - Class IV DATE: 5/23/2013 LOCATION OF CONSTRUCTION: Calle Tampico, Park Ave, Avenida Bermudas; Ave 52, Miles Ave, and Fred Waring Dr PURPOSE OF CONSTRUCTION: Pavement Management Plan; CIP 2012-07; Sampling Existing AC / Base / Subgrade DESCRIPTION OF CONSTRUCTION: N/A DIMENSION OF INSTALLATION OR REMOVAL: 10" Diameter at Each Location APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/28/2013 TIME OF COMPLETION: 5/31/2013 ESTIMATED CONSTRUCTION COST: $14,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS 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 occuring 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 at (760) 777- 7097. To submit an inspection request, leave a message -on the Inspection -Request Hotline at (760) 777-7097 prior t61130 P.M: at - least twenty-four (24) hours prior to the anticipated inspection.----- Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicab rules a tions of t of La Quinta and to pay for any additional replacement necessary as the result of this work. aL.. Signature of Applicant or Agent Geocon West, Inc - Lisa Battiato Name of Applicant Geocon West, Inc. Name of Contractor and Job Foreman N/A Contractor's License Number Travelers Ind. Co. of Ct Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I 40-004 Cook St #4, Palm Desert, CA 92211 Business Address 40-004 Cook St #4, Palm Desert, CA 92211 Business Address Finance Revenue Code Inspection Fee E_1 $0.00 Permit Fee EE=1 0.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, EE=B $0.00 if required TOTAL $0.00 (760) 579-9926 Telephone No (760) 579-9926 Telephone No. 108125 City Business License No 6609A123269 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13058 DATE ISSUED: 612 EXPIRATIO ATE: BY: WORK INSPE TED BY*: PERMIT COMPLETION DATE*: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. Lai .o 0 PUBLIC WORDS DEPARTMENT F95 ' APPLICATION FOR PERMIT Date Tract No: ,Pro ect Name, a0/a —07 4 'Purpose,of Construction (i e.: R ough Grading, Offsite Street, etc.)�� ., .. EC"��"'�,(...•a�� . ,y�t 4,: �a^'1.1 ,� 4�' •`ice :' d.(�kh _"'",'�a."r a;��z�.y��°-�.�.�'�-��ns=&'s �:� �� K,�—��S '• La.'�'T/-.:x..� +� t4 S/.t� �..•1�'Ge...n s ..,...."` ��:Ssrm's,::a.4'Sbkm�S..�a.ia_t33L..n:3i�''e:rl� 'k .,_ . . 117-7 Descriptionof Construction (ILe See PlanSet No 01234) 0 .� E' Dime ion of Installatio or Rem al 1141 Yat" "Tyr Approximate Construction Start Date. ww/ Approximate-Construetiori Completion Date � 5%�/ � Estimated Construction Cost: $R.,m Estimated Construction Cost shall include the reoval'of all obstructi6 * materials, and debns,,back fillrrig 'compaction and placing permanent resurfacing and or replacing' mprovements, It Contact Name:,_ :y ems* :N' ;Phone Number': ` Name of Applicant/Owner; Alicant AddressEwa Applicant Telephone Number �`�(pjJ.� 7�i�a Applicant E-mail .Address` Name of Contractor. t t!? ,,� 4' w✓%�i�. r . r x Contractor Address:.: �Q Contractor Telephone Number -. T7�D7�� x.s xaT a't�j Contractor State License Number.: t7�Gt� �� Contractor City Business License Number: R�Dcf� Contractor E-mail Address Vj ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED " Applicant or Co tracto(r. General Liability_ Insuranc Company °Applicant or ContractorGenerall Liability Insurance Policy Numberppqq Office Use Only: Office Use Only /_ ,e Inspection Fee. Assigned Permit Number: o re l3 08 Permit Fee: � _, Approval Date: , GIP ' As Burlt Lxpiration; . Deposit%' Date: Dust Control Issue Deposit: ( Date: Credit Amounti, Adminis'trative Authority: TOTAL FEE DUET O t-OrMS Applications/Application TO P.M I po ,e ve '(S Z �CJL no% 4-/o 5'-fP ru% Ave&! da F.6v" KaJ tt s $ ` 7O Ot," Tc 3 `00 1i7m -M-'( (e s $ :1 S CLO., .moo )L = 3o IPA - 39 Work Aroa Traffic Control Handbook Work Area Traffic Control Handbook 39 Center lane Closure Shoulder Closure FOR HIGH SPEED SITUATIONS SEE SECTION B NOT TO SCALE NOT TO SCALE s -p✓Pj %i4w7CJ Pa•- k- Awe . �rcrF-�i c CoA a4cv; OL -5- r4a t '0 =3 001• O' €g-Fiwjt� y(a- 2= 30 o" 40 Work Area Traffic Control Handbook Right Lane Closure 620-2 En SVACe t I 1 FOR HIGH SPEED SITUATIONS SEE SECTION 9 NOT TO SCALE • 42 Work Arca Traffic Control Handbook Bike Lane Closure j NOT TO SCALE t� { . hwi+<�s e� each read o n,ng ti ;L cortitrnl = . "Road Work M04 stns wilt bt posed &+ u _ G*cod A d''w' u'be "mcd go*, belifo_rie . � "ls� Lo►nt ;% 1t;ic�.• siLaht� Ctniu►�a�•a� & / S ~ ict I.alr+d �'Iiu: Oanv�cj :Lotra�At.�n j4rlinW S ic'�ns vial beImeg 5V lot lwe i*u. valor k tota#zsY► �ol►►tS Wtfl bt-gin �' 10c�r�r faGh WOr{L iDt,AAt iL • .End �to�01d Wov k std wilt ba rwelf aLkr 4u, W t latwIL.) tiers WiU be Vw0m4d On vVlyk. Vtkw ltf , t MA, "ZmTKE Work Area Traffic Control Handbook Work on Minor Street O �Ir 35 36 Work Area Traffic Control Handbook Work on Minor Street NOT TO SCALE Work Area Traffic Control Handbook 37 Left Lane Closure NOT TO SCALE 1t COME TOP +j f' ON EVERY 51701 a" i iae+�an BACK TO • - BACK e /r "•t7j�{�{�� • C• � 1 �5 1 1 • �i � 1 .K+•etCt CURB ' MIN JUIN, • I• • I• +� xx NOT TO SCALE FOR HIGH SPEED SITUATIONS SEE SECTION B NOT TO SCALE 1t +j f' iae+�an 1 e /r "•t7j�{�{�� 5 1 1 V II FOR HIGH SPEED SITUATIONS SEE SECTION B NOT TO SCALE ;_A L L E TA-M.PICO, 7T CA L L. EYA M P I C,O �FRAPHIIC SCALE 2D, PA —VI k I Wr og"if" w"; "P L,� ]DUDEK.,,-.- • mm- CfTY(W WIMA-PROACt 20 CAL L_E—TAMPICO Ste- 7�Z .t� . �p�:. ��. •• ;. ,o,�, - .. ',I:r°•�.LYF��oi°",$;r;i ��'_ ;'#s'��L�_ _'Y�'.� ib y.+_ -S_ti �'YT1'.'-'is'�'�' �,y� i"a.��ry�;►ice+M'r 7�� _7� _ - j'�i'-'�'M?' :, CALLE TAMPICO GRAPHIC SCALE CALLE TAM -ICO ��= Y.IL 1' - 20 FF MANAR.AaGNOW . llFElb DUDEK -�-�-� -loin PAV.1.n9M MAPROVI- 1RI PLAN •,:�•'. �''.'�`' _ ». • {� •' .,.e.aa�rm nnue.m 1 r,�.. �� S-17iF.liT lMrxovhMPm:ti i.-. — r+. `..7SN�•d3W ..,.,.......�.., ��r�•,—w+w�aoxar— `wrt .,.s> cmoaUawrtA. .,... c•.. — nin� WASHINGTON ST. CALLE TA MPIC-0 4 Ak CALLE_TAMP.ICO kv 7" 01. v b Atb' --n i� I TA qALLE_. TAMPICO PARK__ AVENUE GRAPHICC SCALE WAM I- - 20 !AA%��,t$ :IJ-IA IM DUDEK 3 3v ~A-M*MCT XQW—J"' f ' n _ r vt` �C lurk �'�`_'' �'-i `��i �:�. �`•'r�'.3�':�� .r• � �4 _•A��e W. J i �`'• •~�"' ,%7: R � r . �' ` / v,J - _ •:sem•,. , - � �"` !►� rte, � Asn_.... ��;� ��,•: r � .. ..•�.r • Er �y 17PX Mar • ��,.�`.� ( !. ..,�"' a '-"+tel PARK AVENLI.E. —7 PARK AVENUE GRAPHIC SCALE • x�uc r - so w M.•aYx ORP 4mM• MMm1 w'IAwM[ARMOwYAM[xEEi ex DUDEK --� ;�'f'Avl•AIINI•MANACP.INl"' ,� slxrrrlAtrxovxeaINt� i'..�yGR.'.•.�: Y., ..... ..... .. ,... .•... ..�..... rrt nomir+.i � �'^*'r�n-r.I ��.�'� Ww n...va�>« �•s""e."..'w�Ou ![�sct'.!•�.�.r•,__ -rwmsawm. aR � •�''n' �."'a'"''"• cmaLACMTA.mwccr ml:a[ min aaamr• w �orowa m -- [c[. ar me.a ran a.• sn' a,.e 52nd AVENUE 62pd AVENUE 52nd AVENUE xut r - » DUDEK '"-q= 1•AVI �11Nf MANATFMINI'PI-A - '-SI'Rtl'11A11'ItgVYMFN'IS i �t4c9'C11r. ,.-., .,.-. �,.. ..... .._-.. rnio.e• mow rn. ''�'✓ —wu:ro•a. .n 'T^ �,�. ^�twd�e.ute_•.�c. •. eawn mna � .�i. ..• °"` 1 •... s, ..oI,rm� 52nd AVENUE _ - w rr�aid Vr�j..� >W� -..{./�p� i^ •+'�•a+. A'3>r•!'+ s . •• v 52nd_ AVENUE CETRINO Y—c F�- GRAPHIC SCALE 82nd AVENUE ` Of.a UmNa 1 MMaRou Wrt�R�.1.O W/OM� �IiE1�b � DUDEK 1'AVf•AfEKf MANAGIMENI MAN :� ..,:: ..'��. �� _ m,u am siRF.IrI IMrRovL•Mfrr19 a.rw n.wowon ra aramwm wart u>w °`rt W. s�. ��CR'/oFUCUWU. M01fCf 70T7O/ s77t1� I. cAiC� 60NORA� r ; + 4. AVENIDA BERMUDAS l �E dii -A . _Lei • SENADA_ AVENIDA BERMUDAS 4 GRAPHIC SCALE + � F •'�'""'•"""' �� yh _,,..p,,p., i� �@ x.a r .:o• rNanauo.e4 mnOfJtlOII\ lrEEIW 3 1 AVI•MIlfl' MANACfAIIvM' IM.AN '� tip 517tFJ"I'IMI'ItOVFAfI•IJ IJ 12 a.em., moi. m �'"oe• �.r--e..un•na-. .. � -� cm ovlwauNr�.noccr �»�:ar rmM . / 55 |�.r | G 2� � � # � � 2. & ; 0 . / 55 |�.r | G 2� � � # � � Sal!V� MFS � . 1 yypp� r�r ` _-.rte �! � � aL,•, _} 4i 4 ■ ): 1, '4iM u� y �•q' r ••.:i Y- � �'i 1 • � I � `•I 1j�t�� y MFS � . 1 yypp� r�r ` _-.rte �! � � aL,•, _} 4i 4 ■ ): u� y �•q' r ••.:i Y- � �'i r � • � I � `•I 1j�t�� MFS � . 1 yypp� r�r ` _-.rte �! � � aL,•, _} 4i 4 ■ ): 1 T � y MFS � . 1 yypp� r�r ` _-.rte �! � � aL,•, _} 4i 4 ■ ): 1 T � PERMIT NO. 13058 Pavement Management Plan / Sampling Existing AC, Base, & Subgrade/ Calle Tampico, Park Ave, Avenida Bermudas, Ave 52, Miles Ave, and Fred Waring Dr 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 4. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. 5. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 6. Geocon West, Inc. (Lisa Battiato), hereinafter referred to as "Permittee", shall be responsible f6r providing continuous dust and erosion control. 7. 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 1 st 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 1 st to September 30: Monday -Friday 6:00 a.m'. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 8. 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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 9. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. Special Conditions Page 1 of 5 PERMIT NO. 13058 Pavement Management Plan / Sampling Existing AC, Base, & Subgrade/ Calle Tampico, Park Ave, Avenida Bermudas, Ave 52, Miles Ave, and Fred Waring Dr 10. The permittee must compact any disturbed soil within the paved right of way back to its original condition or compact to a minimum density of 95% based on ASTM D1557 and be placed while the soil is at +/- 2% of optimum moisture, which ever compacting effort produces the greatest density. It. Any asphalt removed during potholing shall be replaced with City approved mix asphalt or equivalent. Temporary (Cold Patch) is not acceptable as an approved asphalt mix unless approved by the City Engineer. The asphalt shall have a thickness equivalent or greater than the removed asphalt thickness and shall obtain a density of 95% or greater based on maximum density obtained by the ASTM Marshall Mix Design Method. 12. 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. 13. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform .Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the. latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. 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. 15. 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. 16. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. Special Conditions Page 2 of 5 PERMIT NO. 13058 Pavement Management Plan / Sampling Existing AC, Base, & Subgrade/ Calle Tampico, Park Ave, Avenida Bermudas, Ave 52, Miles Ave, and Fred Waring Dr 17. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO"A. Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random pothole backfill compaction and testing if requested by the inspector. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Civil Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 19. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 20. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 21. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin on Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 22. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 23. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight; however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating.. Special Conditions Page 3 of 5 PERMIT NO. 13058 Pavement Management Plan / Sampling Existing AC, Base, & Subgrade/ Calle Tampico, Park Ave, Avenida Bermudas, Ave 52, Miles Ave, and Fred Waring Dr 24. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 25. Access and egress to all local properties shall be maintained at all times. 26. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A.. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved Y2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. 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: 27. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 28. Pursuant to Chapter 12.56 of the La Quinta'Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. Special Conditions Page 4 of 5 i ' e PERMIT NO. 13058 Pavement Management Plan / Sampling Existing AC, Base,& Subgrade/ Calle Tampico, Park Ave, Avenida Bermudas, Ave 52, Miles Ave, and Fred Waring Dr 29. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 30 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. 31. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 5 of 5 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13058 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and .concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La 'Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not. less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 _ GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. Citv of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used. for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the 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. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. / ❑ 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 Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground,• whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.