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12029T4At� tpQU&A ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes For the construction ofpublic 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 Minor Improvement Permit - Class IV DATE: 6/7/2012 LOCATION OF CONSTRUCTION: La Quinta Memory Care Facility; SDP 2011-919; 47-805 Caleo Bay PURPOSE OF CONSTRUCTION: Precise Grading DESCRIPTION OF CONSTRUCTION: Plan Set No. 12017 DIMENSION OF INSTALLATION OR REMOVAL: Plan Set No. 12017 APPROXIMATE TIME. WHEN WORK WILL BEGIN: 6/15/2012 TIME OF COMPLETION: 6/15/2012 ESTIMATED CONSTRUCTION COST: $433,526 permanent resurfacing and/or replacing improvements) (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing 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 to 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 applicable rules and regulations of the City of La Quinta.and to pay for any additional replacement necessary as the result of this work. Erwin Construction Co. - Mike Hodges Name of.Applicant Same As Above Name of Contractor and Job Foreman 802702 Contractor's License Number Scottsdale Insurance Company Applicant's InsuranceCompany. FEES Minor1mprovement Permit - Class I Signature of Applicant 12115 NE 99th St., Ste 1800, Vancouver, WA 98682 (360) 773-7244 Business Address Telephone No Business Address Telephone No. 109502 City Business License No BCS0026462 Policy. Number CITY OF, LA QUINTA Public Improvements: 3% of estimated construction costs FINANCE OEPT. Private Improvements: 3% of estimated construction costs Finance Revenue Code Inspection Fee EE=1 $13,006.00 -Permit Fee E_1 $100.00 1 As -Built Deposit E-A $1,000.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL $14:106.00 PERMIT NUMBER: 12029 DATE ISSUED: & • 2Z • / 2 EXPIRATIOB DATE: &2 , '2 BY: r C2 \ / WORK INSPECTED BY": `r PERMIT COMPLETION DATE':�& %W]22, If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. COMPLE"aED �- 1. �...�. . �, . ... � ..._' 1 t. 01-A See below for Finance Revenue Codes ENCROACHMENT PERMIT �F moo`` 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. F'LIE V®Py Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 6/7/2012 LOCATION OF CONSTRUCTION: La Quinta Memory Care Facility; SDP 2011-919; 47-805 Caleo Bay PURPOSE OF CONSTRUCTION: Precise Grading DESCRIPTION OF CONSTRUCTION: Plan Set No. 12017 DIMENSION OF INSTALLATION OR REMOVAL: Plan Set No. 12017 APPROXIMATE TIME WHEN WORK WILL BEGIN: 6/15/2012 TIME OF COMPLETION: 6/15/2012 ESTIMATED CONSTRUCTION COST: $433,526 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, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 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 applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. _ f Signature of Applicant Erwin Construction Co. - Mike Hodges 12115 NE 99th St., Ste 1800, Vancouver, WA 98682 (360) 773-7244 Name of Applicant Business Address Telephone No Same As Above $100.00 Name of Contractor and Job Foreman Business Address Telephone No. 802702 109502 Contractor's License Number City Business License No Scottsdale Insurance Company BCS0026462 Applicant's Insurance Company OVII I I LU 116 Policy Number FEES Minor Improvement Permit - Class I OF LA QUINTA Public Improvements: 3% of estimated construction costs IANCE DEPT. Private Improvements: 3% of estimated construction costs Finance Revenue Code Inspection Fee E_1 $13,006.00 Permit Fee EE=1 $100.00 As -Built Deposit E-A $1,000.00 Cash Deposit -Surety Bond, EE=B $0.00 if required TOTAL $14,106.00 PERMIT NUMBER: 12029 DATE ISSUED: & -2,C, - / 2 EXPIRAT DATE: ro , 26 . /3 BY: WORK INSPECTED BY`: PERMIT COMPLETION DATE': If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. C, L: .. ��� ', ��� ����!tr�v �..._ ___..-� i Vii' �t� ' +' ?'•n a- ',�"1f �� ' - � . rt Date: S- 3 1- ?-6 1 7— Ti4f 4 4 4" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Tract Tract No: Project Name:L•w Ql t,t,.. a� CctiC Vicinity: q-7- 9&S iti:i/c�. L ZS Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Description of Construction (i.e.: See Plan Set No. 01234) f las- 5Z,4- /J o Dimension of Installation or Removal: Approximate Construction Start Date: 6-15- 1 Z Approximate Construction Completion Date: -($- -( Estimated Construction Cost: $ �S3 X26 (wl��tus 1.+ oles 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: 011 V -r- 40 cel zS Name of Applicant/Owner: E� t .1�1 Applicant Address: I z I l S- Ne 6,)-. Applicant Telephone Number: 3 (,e - q'. Applicant E-mail Address: fp,1 k c _ oG<4 Phone Number: 31,0 • -17 3 - ? Zq q sm 'ut-. I r9F1 014"Y2_ Name of Contractor: rte r vv5 w Contractor Address: 121 15 IV 6 99 11154� -oma-✓ -, Is%lQ 9 V6 rz Contractor Telephone Number:: 3G o - �1 ;5 3 - 0 � �! Contractor State License Number: 51D Z7 o 2 - Contractor Contractor City Business License Number: I o9 Sb Z Contractor E-mail Address: rin. k od !�J r: S if �.Ua� wz or►S�i2-w��ta�, ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractgr General Liability Insurance Company: ompany: �GD 14� �i(i`��e- W/� Applicant or Contractor General Liability Insurance Policy Number: f C5ao,Z(P L/L7_ Office Use Only:I I Office Use Only: Inspection Fee: t (� oo 6 Assigned Permit Number: T / I Permit Fee: *(0'0 As -Built $('000 Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: orms & Applications/Application Approval Date: Expiration Date:_ Issue Date: Administrative Authority: r r i CONSTRUCTION NOTES & QUANTITIES 1❑ CONSTRUCT 3" AC ON 5" CUI AB OVER 12" COMPACTED SG 8,600 SF 02 CONSTRUCT 4.5" AC ON 10" CLII AB OVER 12" COMPACTED SG 26,410 SF 30 CONSTRUCT 6" PCC ON 4" CUI AB OVER 12" COMPACTED SG DTL-200 2,967 SF ® CONSTRUCT 6" MEDIAN CURB PER CITY STD DTL-210 & 200 1,795 LF Q CONSTRUCT 6" CURB & GUTTER PER CITY STD DTL-201 & 200 491 LF © CONSTRUCT 4' VALLEY GUTTER .PER DTL cs 169 LF 7❑ CONSTRUCT CONCRETE SIDEWALK(16 & STD DTL-200 5,570 SF ® CONSTRUCT ACCESSIBLE CURB RAMP/1-c"\ 0 EA. 90 CONSTRUCT DETECTABLE TRUNCATED DOME WARNING SURFACE cs 164 LF (WAUSAU TILE, TYPE 3, SERIES U4008) OR APPROVED EQUAL 10 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD DTL-225 11 CONSTRUCT 18" WIDE PCC COURTESY LANDING 12 CONSTRUCT ACCESSIBLE PARKING STALL & SIGNAGE Gs 13 CONSTRUCT CROSSWALK PER ARCH DETAILS (COLOR & PATTERN) (MAX. CROSS SLOPE 27., LONGITUDINAL SLOPE 4.9% MAX). 14 CONSTRUCT TRASH ENCLOSURE '-SEP. PERMIT -BLDG,--" 05 CONSTRUCT COVERED PARKING STRUCTURE -SEP. PERMIT -BLDG © CONSTRUCT TRANSFORMER PAD 07 CONSTRUCT 6' X 12' GENERATOR PAD 4" PCC ON 6" AB ® CONSTRUCT BIKE RACK PAD Gs 19 CONSTRUCT 6"0 PIPE BOLLARDS cs ®0 CONSTRUCT 6' HIGH FENCE -SEP. PERMIT -BLDG 21 CONSTRUCT 4' MAN GATE -SEP. PERMIT -BLDG / ©2 CONSTRUCT SITE LIGHT POLE -SEP. PERMIT -BLDG ©3 CONSTRUCT MONUMENT SIGN -SEP. PERMIT -BLDG ® CONSTRUCT UNAUTHORIZED PARKING SIGN.Gs ©5 CONSTRUCT ACCESSIBLE ROUTE SIGN cs © CONSTRUCT STOP SIGN (R1-1).I cs ©7 PAINT PAVEMENT LEGEND. Gs ® PAINT 4" WHITE PARKING STALL STRIPING. Gs ©9 CONSTRUCT 10". PVC DRAIN PIPE (SDR -35) ©0 CONSTRUCT 12" PVC DRAIN PIPE (SDR -35) F3J CONSTRUCT 18" PVC DRAIN PIPE (SDR -35) 0 CONSTRUCT DROP INLET PER CITY STD DTL-301 0 CONSTRUCT AREA DRAIN e Gs ® CONSTRUCT 48" STORM MANHOLE ©5 CONSTRUCT 9'x12' STORM FILTER VAULT. Gs © CONSTRUCT 6" PVC DRAIN PIPE (SDR -35) RAIN WATER LEADER STUB; IE=62.75 1 EA 11 EA 4 EA 2 EA 1 EA 3 EA 1 EA 1 EA 1 EA 4 EA 430 LF 3 EA 9 EA 2 EA 2 EA 2 EA 6 EA 6 EA 55 STALLS 70 LF 186 LF 437 LF 3 EA 9 EA 3 EA 1 EA 1015 LF 25 EA fig (�1 52.53 TC 52.03 AC tox 55'— C AGGREGATE BASE ASPHALTIC CONCRETE BEGIN CURVE CENTER LINE CORREGATED METAL P DROP INLET EDGE OF PAVEMENT FINISHED GRADE ELEVj FIRE SERVICE FIRE WATER FLOW LINE GRADE BREAK HIGH DENSITY POLYETI HIGH POINT INVERT ELEVATION JOINT TRENCH LINEAR FEET LOW POINT NOT A PART POLYVINYL CHLORIDE POINT OF CONNECTION JxHAY' ThOMPSon & Sons, inc. General Engineering Contractors BERMUDA DUNES TELEPHONE; (760) 3456003 i� � � O 79-607 COUNTRY CLUB DR., SUITE 2 Ucense No. 734476 .....M BERMUDA DUNES, CA 92203 y' FAX: . (760) 3450525 2� March 30, 2012 Erwin Construction Co. o I o O Attn: John lane I a b a 12115 NE 99th Street #1800 Vancouver, WA 98682 All D Re: La Quinta Memory Care Facility PM #27892 Plans [Dated 1-31-1 Preliminary Dear John, Enclosed is our Site Improvement bid on the Memory Care Facility. The price is as follows: 1) Rough Grade 2) Fine Grade 3) Sewer Onsite & offsite 4) Storm Drain S) Water line 6) Concrete 7) AC Pavement 8) Signs & Striping 9) Utilities $ 33,725.00 $ 22,195.75 $ 22,784.00 $ 84,460.00 $ 51,293.00 $105,134.15 $114,914.15 $ 2,945.00 215000 Total $439,601.05 PM #10 items are on conditions. Please seethe attached conditions. We will send submittals on Storm Drain. Removals at entrance not on plans. Please feel free to call if you need any additional information. Sincerely, n Jr. esi t J.H. Thompson and Sons, Inc. 1296 1 JoHn ZhOMpson & Sons Inc. General Engineering Contractors BERMUDA DUNES TELEPHONE: 345-6p03 License No.o. 7 Q O 79.607 COUNTRY CLUB DR., SUITE 2 734478 BERMUDA DUNES, CA 82203 - s FAX: (7 �- 60) 3450525 MARCH 30, 2012 ERWIN CONSTRUCTION ATTN: JOHN LANE 12115 NE 99TH STREET, #1800 VANCOUVER WA 98682 RE: LA QUINTA MEMORY CARE FACILITY Description R UNG IQuanury Unit PNce Total Price MOVE IN CLEAR 8 GRUB LS $ 3.6W.00 $ 3600.00 PRE -WATER 4 ACRES $ 875.00 $ 3500.00 3' OVER EXCAVATION 4 ACRES 4750 CY $ $ 700.00 $ 2 800,00 MASS EXCAVATION 4250 CY $ 1.50 2.20 $ $ 7125.00 9,350.00 FINISH PAD FINISH BERM AREAS 1 EA $ 3,850.00 $ 3850.00 LS $ 3,500.00 $ 3,500.00 TOTAL $ 33,725.00 INg reWjW_AFTER L ES MOVE IN . FINE GRADING FOR CURBS LS 2405 LF $ $ 1 200.00 $ 1,200.00 FINE GRADING FOR FLATWORK " 12045 SF $ 3.50 0.80 $ $ 8,41750 7227,00 FINE GRADE FOR PARKING AREAS 35675 SF $ 0.15$ 5,351-25 TOTAL S 22,195.75 ins . _ - � , '.. _. } '� ,_ t W �. r .ThOMPSon & Sons., Inc. General Engineering Contractors BERMUDA DUNES TELEPHONE: (760) 345 6003 Q 0 79-607 COUNTRY CLUB DR., SUITE 2 Licer►se No. 734476 �. ��„ O BERMUDA DUNES, CA 92203 FAX: (760) 34-5-0525 MARCH 30, 2012 ERWIN CONSTRUCTION ATTN: JOHN LANE 12115 NE 99TH STREET, #1800 VANCOUVER WA 98682 RE: LA QUINTA MEMORY CARE FACILITY _ ,_ ,._ � .�, A.. � - ,_ F _ .. _ . o. � .. - � � � .. .. '4 e i . , � � • � , � _ � .. J,wH,w ThOMpson & Sons, Inc. General Engineering Contractors BERMUDA DUNES TELEPHONE: 47 g0M License No.O. 734478 0 79.807 COUNTRY CLUB DR., SURE 2 7BERMUDA DUNES, CA 92203 a� FAX: (760) 345-0525 MARCH 30, 2012 ERWIN CONSTRUCTION ATTN: JOHN LANE 12115 NE 99TH STREET, #1800 VANCOUVER WA 98882 RE: LA QUINTA MEMORY CARE FACILITY JsH,w' thOmpson & Sons, Inc. General Engineering Contractors BERMUDA DUNES TELEPHONE: (760) 345.6003 Q O 79-607 COUNTRY CLUB DR„ SUITE 2 License No. 734478 BERMUDA DUNES, CA 92203 FAX: (760) 345.0525 MARCH 30, 2012 ERWIN CONSTRUCTION ATTN: JOHN LANE 12115 NE 99TH STREET, #1800 VANCOUVER WA 98682 RE: LA QUINTA MEMORY CARE FACILITY JwHAr Thompson & Sons,, Inc., General Engineering Contractors BERMUDA DUNES TELEPHONE: (760) 345.6003 Q 0 OO 79.607 COUNTRY CLUB DR., SUITE 2 Uaense No. 734478 BERMUDA DUNES, CA 92203 FAX: (76D) 345.0525 MARCH 30, 2012 ERWIN CONSTRUCTION ATTN: JOHN LANE 12115 NE 99TH STREET, #1800 VANCOUVER WA 98682 RE: LA QUINTA MEMORY CARE FACILITY • ,i J.H. ThOMpson & Sons, Inc. General Engineering Contractors BERMUDA DUNES TELEPHONE: (760) 345-6003Q Q 0 O 79-607 COUNTRY CLUB DR., SUITE 2 License No. 734476 BERMUDA DUNES, CA 92203 FAX: (760) 345-0525 MARCH 30, 2012 ERWIN CONSTRUCTION ATTN: JOHN LANE 12115 NE 99TH STREET, #1800 VANCOUVER WA 98682 RE: LA OUINTA MEMORY CARE FACILITY JoH,w Thompson &Sons,, - Inc. General Engineering Contractors BERMUDA DUNES _ 79-607 COUNTRY CLUB DR., SU[TE 2 TELEPHONE: (760) 345-M O O O O License No. 734478 BERMUDA DUNES, CA 92203,. FAX; (760) 345.0525 CONDITIONS FOR LA OUINTA MEMORY CARE FACILITY ON CALEO BAY DRIVE - PM #27892 -' 1) Bid includes listed items only. Please see our itemized bid. 2) Bid excludes: a) Engineering, staking, inspections and permit fees; b) Compaction testing; c) Construction water costs; d) Utility removal, relocation and adjustment; e) Street, retaining wail and block wall over -excavation. 3) Bid based on one move only. All phases to be completed at one time. Grades to be certified to +-0.10' (one-tenth of one foot) of planned elevations prior to move out. 4) One move in per phase of work. 5) Bid is based on unapproved plans. Bid may be revised upon receipt of approved plans. 6) Rough and Fine Grading, Concrete, and Asphalt work is offered as a package. Our company will not pour concrete or lay asphalt on another company's grades. However, we will offer underground work as separate items. 7) Bid firm through August 31, 2012. Increases in equipment, material and labor costs after August 31, 2012 shall be passed on to the Owner. 8) Bonding is not included. 9) Retention to be paid thirty (30) days after completion of this Sub -Contractor's work. 10) Removal, relocation or adjustment of existing utilities by others. 11) Removal, relocation or adjustment of existing fire hydrants by others. 12) J.H. Thompson & Sons, Inc. will not be held responsible for damage to unmarked underground utilities. 13) J.H. Thompson & Sons, Inc. will not be held responsible for any landscape, landscape lighting, irrigation, or unknown subsurface item removal, adjustment, repair or relocation. 14) Excess dirt to be placed on meandering sidewalk area. 15) Owner to provide a source for sufficient supply of construction water at construction site boundary. 16) J.H. Thompson c& Sons, Inc., will not be held responsible for construction delays, work stoppages and/or material losses caused by archaeological finds. 17) Site bid to balance. Bid excludes any export or import of materials. • _ _ yr ,. - � � �, • I- sF A.T A _ .. is _ ' • Tom(. '! y " 6 + � - _ Y + r • j3 t . Y - WL ion Iv t ; r v • _ _ yr ,. - � � �, IS) Spoils remaining after backfill to be spread or removed by others. Haul away is not included in the bid. 19) Spoils remaining after construction are the property of the Owner and are therefore a component of the Owners' PM 10 Mitigation Plan. 20) J.H. Thompson and Sons, Inc., will be responsible for Dust Control only during the working hours of Monday — Friday, 7AM — 3PM for our operations. Afterhours Dust Control to be charged on a per-hour rate. 21) Track out plates are not included. 22) The storm drain lines need to be installed prior to the utilities, due to fixed elevations. If other utilities are in place prior to the construction of the storm drain lines, those lines could conflict with storm drain construction, and may require the relocation of some of the lines. Additional costs for relocations, if needed, are the responsibility of the Owner. 23) Work excludes street sweeping 24) Bid excludes C.B modification at entrance or adjusting diywell. 25) Bid excludes irrigation water line construction. 26) Light standards and bases are not included. Not shown on the plans. 27) Bollards for existing, relocated and proposed fire-fighting sees, trash enclosures and electrical equipment are not included. Not shown on plans. 28) Base under concrete is not included, unless it is listed in the bid as a separate line item. 29) Colored, stamped or decorative concrete is not included. 30) J.H. Thompson & Sons, Inc., will not be held responsible for damage to, and/or replacement of, concrete installed by our company or other structures that, subsequent to construction, have moved or have been damaged due to soil conditions. 31) Concrete curing time is 21 days. If vehicles or other weight from other companies is placed on the concrete earlier than the 21-day curing time, causing damage to the concrete, J.H. Thompson & Sons will not be held responsible for the damage to, and/or replacement of, the concrete. 32) Retaining walls are to be constructed by others. 33) Fencing, Gates and all associated hardware are to be constructed by others. 34) The price for the Trash Enclosure includes the pad only. All other items required to complete the enclosure (e.g. walls, gates, fittings, etc.) are excluded and are to be supplied and/or constructed by others. Bollards around the enclosure are not included as they are not shown on the plans. 35) Finish grading for landscaping to be provided by others. 36) J.H. Thompson & Sons, Inc. reserves the right to substitute an approved C.M.B. (Crushed Miscellaneous Base) in lieu'of Class II Aggregate Base. 37) Asphalt pavement is to be installed in one (1) lift. 38) Fog seal or seal coat are not included. 39) Prime coat is not included. 40) Fire Lane painting and marking are not included. 41) Track out plates Move In/Out $250.00 each and $350.00 per month if necessary. 42) Track out gravel $1,450.00 (25'x50'). p ®CASH SECURITY DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT Dust-coritrol; ❑As-built'pians; Removal of -temporary improvements Other GRADING SEC RITY - 78,838; PERFORMANCE SECURITY FOR OFF-SITE, WORK ❑CASH, PAYMENT -DESCRIPTION .OF OBLIGATION PROMPTING DEPOSIT ' . $ �9-1 — COMMENTS. Cash deposits placed in. City administered trust accounts are typically received for two basic reasons: l )CASH SECURITY- to -provide a source of funds for the City to draw upon if the City incurs costs satisfying obligations of the developer, or 2) CASH PAYMENT- to provide a source:of funding for improvements, property, or services to be acquired, or, administered; by the City at the developers expense.The. City will release the fund balancewhen the developer's obligations that prompted.the cash deposit are fully. satisfied. The release function is initiated via.the RequestIDemand for Release of Cash Deposit (Form F058) 3 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 12029 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 '/i") 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 (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 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 three inches (3") 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. tc�,� . r , r PERMIT NO. 12029 La Quinta Memory Care Facility/ Precise Grading/ SDP 2011-919; 47-805 Caleo Bay In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the.La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. Erwin Construction Co (Mike Hodges), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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. 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 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 8:30 a.m. nor after 4:30 p.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. Special Conditions Page I of 8 PERMIT NO. 12029 La Quinta Memory Care Facility/ Precise Grading/ SDP 2011-919; 47-805 Caleo.Bay 9. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the -Geotechnical .Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 10. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 11. Building areas should be overexcavated to a depth of at least X feet (see plans) below existing grade or X feet (see plans) below the bottom of the footings, whichever is deeper. The exposed surface should be scarified, moisture conditioned, and compacted so that a minimum of 90 percent relative compaction is attained. Once deleterious materials are removed, the native material may be placed as controlled compacted fill. Overexcavation should be observed by a representative of the Geotechnical Engineer of Record and compaction should be verified by testing. Any deviations from this permit, soils report, or grading plan must be approved by the City Engineer prior to the construction of the deviations. 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. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the'construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 13. Any land on which Williamson Act contracts apply shall remain undisturbed. 14. Erwin Construction Co (Mike Hodges), hereinafter, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. Special Conditions Page 2 of 8 PERMIT NO. 12029 La Quinta Memory Care Facility/ Precise Grading/ SDP 2011-919; 47-805 Caleo Bay 15. 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. 16. 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 the latest edition of the Work Area Traffic Control Handbook (WATCH Manual) and the latest version of the California Manual of Uniform Traffic Control Devices (CA MUTCD). A traffic control plan shall be prepared in accordance with the WATCH Manual or under the guidance of the latest version of the CA MUTCD and submitted to the City for review and approval 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. 17. 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. 18. 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. 19. 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. 20. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. Special Conditions Page 3 of 8 PERMIT NO. 12029 La Quinta Memory Care Facility/ Precise Grading/ SDP 2011-919; 47-805 Caleo Bay 21. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II 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.. 22. 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. 23. 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 24. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in 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. 25. The permittee and/or contractor is to provide permit securities to complete the improvements or to restore the right of way to its former condition in the event the proposed improvements are not completed in accordance with the approved plans, specifications, and permit requirements to the satisfaction of the Public Works Director; or if the work is abandoned (not completed as required). 26. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being .encroached upon. 27. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 6 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph Special Conditions Page 4 of 8 PERMIT NO. 12029 La Quinta Memory Care Facility/ Precise Grading/ SDP 2011-919; 47-805 Caleo Bay 28. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 29. Prior to excavating in native Soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the archaeologist determines the site note to. be required to be observed, please submit a letter signed by the archaeologist stating their determination. 30. If public trafficlanes 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. 31. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 32. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955=6894 if signal operation at the intersection is to be altered in any way. 33. As shown on the sketch to the left, a — — — — — — — — — — — — — — minimum distance of 18 feet between the surface and power lines must be kept at all time. 34. 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. 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 5 of 8 PERMIT NO. 12029 La Quinta Memory Care Facility/ Precise Grading/ SDP 2011-919; 47-805 Caleo Bay Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction. tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. . All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 35. 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. 36. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. Special Conditions Page 6 of 8 PERMIT NO. 12029 La Quinta Memory Care Facility/ Precise Grading/ SDP 2011-919; 47-805 Caleo Bay 37. Access and egress to all local properties shall be maintained at all times. 38. 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''/z" 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 7 of 8 � � r PERMIT NO. 12029 La Quinta Memory Care Facility/ Precise Grading/ SDP 2011-919; 47-805 Caleo Bay 39. 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. 40. 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. 41. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 42. 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. 43. 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 8 of 8 0