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13034
1. a See below for Finance Revenue Codes c&ty/ 4 gGj& 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 Minor Improvement Permit - Class IV DATE: 3/25/2013 LOCATION OF CONSTRUCTION: Diamante TM 30138; Avenue 52 East of Jefferson Street –2300'W PURPOSE OF CONSTRUCTION: Off -Site Street Improvements; Avenue 52 Offsite Street Widening DESCRIPTION OF CONSTRUCTION: Plan Set No. 07061 Approved on 3/21/2013 DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 3/26/2013 TIME OF COMPLETI1 est of'Madison Streeti�j Inspection Fee EE=1 $9,412.00 Permit Fee E_1 QUINT N: 5/15=11'314CE DEPT. ESTIMATED CONSTRUCTION COST: $313,730 (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 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. y� 'Awea== K-4& Signature of Applicant or Agent Granite Construction Company - Sara Van Patten 38000 Monroe Street, Indio, CA 92203 Name of Applicant Business Address Granite Construction Company 38000 Monroe Street, Indio, CA 92203 Name of Contractor and Job Foreman Business Address 89 Contractor's License Number Valley Forge Ins. Co. Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee EE=1 $9,412.00 Permit Fee E_1 $100.00 As -Built Deposit E-A $1,000.00 Cash Deposit -Surety Bond, EE=6 $0.00 if required TOTAL $10,512.00 (760) 578-2819/ 775-7500 Telephone No (760)775-7500 Telephone No. 2501 City Business License No GL2074978689 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13034 DATE ISSUED: �i 2 2013 EXPIRATION DATE: 2 20 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. V 3�2g/�3 tAf 0"'k und---►tit, pr^-4-rs 0055 A Pone acre, so con SdY✓C h'V-4- pe.,- �ti �d Date: 3/25/2013 C&f 4 4-4" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Tract No: 130138 Project Name: Avenue 52 Offsite Street Widening Vicinity [Avenue 52, 2300' West of Madison Street_____ T Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc)Offsite Street Improvements Description of Construction i.e.: See Plan Set No. 01234) See Offsite Street Improvement plans for Tract 30138 approved 03/18/2013 Dimension Approximate Construction Start Date: 03/26/2013 Approximate Construction Completion Date: Estimated Construction Cost: $ ;3 1:;V7 3 0 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: Sara Van Patten hone Number: 760-578-2819 Name of Applicant/Owner: Granite Construction Company Applicant Address: 3-8000_Monroe_Street, Indio, CA 92203 1 Applicant Telephone Number: 760 775-7500 71 Applicant E-mail Address: sar ..vanpatten@gcinc.com Name of Contractor: JGranite Construction Company Contractor Address: 38000 Monroe Street, Indio, CA 92203 Contractor Telephone Number: 760-775-7500 Contractor State License Number: 89 Contractor City Business License Number: 12501 _ Contractor E-mail Address: Fsara.van oatten-acinc.corn .0- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED )plicant or Contractor General Liability Insurance Comnanv: Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fee: *qL� Permit Fee: 10 As -Built 'f(000 Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: (� / I Z Office Use Only: Assigned Permit Number: 0 Approval Date: Expiration Date: Issue Date: Administrative Authority: lication for Permit Dostea 6- -U9 �'"tt�,. o . CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT w� ENGINEERING DIVISION 78-495 Calle Tampico • P.O. Box 1504 • La Quinta; California 92247-1504 OF Phone: 760:777.7075 t Fax:. 760.777.7155. . PRE -CONSTRUCTION MEETING .ATTENDANCE FORM Project Name:. :301�e 1 61&M&NIF Date:vim. Z 6'.2013 Project ID: -TTime: ' 1 oM Type of Imp.:. ? fRM . %r IMP ti. aVl,. b .Pl,4duW4 OZ061 En. Permit #: . L Y G RAN, Tr JOC R 1CNA2D-S&W i&o- 391- 67-47 2' S14ieA .Vau P,+ -r7 -,c -A) u /TE 7lfO'39/ (27 1bILr$H ShEH Wela133��}. 6s6-1 070 4 1524cm - Pwb z s00 `.R pt3,E*3 0,-� IJ 6 C-7 e, D 1 Bb3-o'7 1 3 . 5. & �IG�'. ? �i . ?90. 6 1 S— VU,lvfiX dk C D L -G? -Z7 5- 27. BQ 7 8 9 . 11 12 13 14 15 16 17 18 19 20 T:\STAFF\Valenzuela\Engineering Services\Pre-Con Attendance_Form.doc 04 0 OF 1 4 Site Specific Construction Phase PM 10 Plan The signature of the property owner (or authorized representative): ■ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to AQMD Rules 403 and 403.1; ■ Shall constitute an agreement to comply with all project conditions as identified in the approved dust control plan; The property owner (or authorized representative): ■ Acknowledges that dust control is required 24 hours a day, 7 days a week, throughout the period of project performance, regardless of project size or status; ■ Shall ensure that each and every contractor/subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ■ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plarf are necessary; ■ Shall authorize representative of the City/County to enter upon the above mentioned property for inspection and/or abatement purposes; and ■ Shall hold harmless the City/County and it's representatives from liability for any actions related to this dust control plan or any City/County-initiated abatement activities. Please fill out this section: Property Owner or Authorized Representative Title: Project Manager Company: Granite Construction Signature: Printed Name: Sara Van Patten Date: 3/25/2013 Lel JmAl 111 " Phone(760)391-6272 Fax (760)775-8229 E-mail: sara.vanpatten@gcinc.com 38-000 Monroe St. Indio, CA 92203 CA LICENSE #89 Customer Meridian Land Development 19153 Town Center Drive, 106 Apple Valley, CA 92308 Attention: Jonathan Weldy Phone: (760) 240-5511 ext. 222 jweldy@meridianldc.com Proposal for Tract # 30138 Offsite Street Improvement Plan (revised 03/18/2013) Client # Description Quan Unit Unit Price Ext Price 1 CURB Et GUTTER 640.000 LF $ 28.00 $17,920.00 2 4" PCC SIDEWALK 5,600.000 SF $ 5.70 $31,920.00 3 CURB RAMP COLQ 250 3.000 EA $1,200.00 $3,600.00 4 SAWCUT AND REMOVE AC PAVEMENT 9,111.000 SF $ 1.50 $13,666.50 5A 6" CRUSHED AGG BASE 14,327.000 SF $ 1.50 $21,490.50 5B 4.5 " AC COURSE 14,327.000 SF $ 3.50 $50,144.50 5C 2" MILL AND AC OVERLAY 8,735.000 SF $ 3.00 $26,205.00 6 REMOVE MEDIAN CURB 1,249.000 LF $ 7.00 $8,743.00 7 CONSTRUCT MEDIAN CURB 250.000 LF $ 30.00 $7,500.00 8 ADJUST MANHOLE 1.000 EA $1,500.00 $1,500.00 9 ADJUST WATER VALVE 2.000 EA $1,000.00 $2,000.00 10 4' WIDE RCB 1.000 LS $7,500.00 $7,500.00 11 CONSTRUCT AC MEDIAN - DELETED 30.000 LF $ 0.00 $ 0.00 12 LOCAL DEPRESSION 1.000 EA $ 700.00 $ 700.00 13 TRAFFIC CONTROL 1.000 LS $24,000.00 $24,000.00 14 SIGN AND STRIPE 1.000 LS $10,775.00 $10,775.00 15 EARTHWORK AND GRADING 1.000 LS $30,000.00 $30,000.00 16 STAMPED CONCRETE AT MEDIAN 3,034.000 SF $ 4.50 $13,653.00 17 SWEEPING AND DUST CONTROL 1.000 LS $12,500.00 $12,500.00 18 CROSSGUTTER COLQ 231 2.000 EA $12,000.00 $24,000.00 19 CURB RAMP COLQ 250 CASE E 1.000 EA $ 800.00 $ 800.00 20 LANDSCAPE SLEEVES 268.000 LF $ 9.00 $2,412.00 21 STATIONARY BARRICADES 2.000 EA $1,350.00 $2,700.00 SUBTOTAL BASE BID $313,729.50 22 COLQ ENCROACHMENT PERMIT 1.000 LS $12,350.00 $12,350.00 23 PREPARATION OF TRAFFIC CONTROL PLAN 1.000 LS $ 500.00. $ 500.00 24 PREPARATION OF PM -10 PLAN 1.000 . LS $ 750.00 $ 750.00 25 PREPARATION OF SWPP PLAN 1.000 LS $1,500.00 $1,500.00 Grand Total: .• 328,829.50 -� i3)7 -3a L4 r (Vo 00� GRAIIITE SPECIAL PROPOSAL AND CONTRACT (SUBCONTRACT) CONDITIONS 1. PROPOSAL BASED ON NORMAL WORKING SHIFTS, AVAILABILITY OF MATERIALS AND EQUIPMENT, WEATHER AND GROUND CONDITIONS PERMITTING. 2. OUR BID EXCLUDES: ENGINEERING, INSPECTIONS, SURVEYING, PERMIT FEES - SOIL TESTING - UTILITY INSTALLATION, RELOCATION, OR REMOVAL - FINISH GRADE FOR LANDSCAPING, SWALES AND CONCRETE WORK - IMPORT OR EXPORT OF EARTH MATERIALS - EXCAVATION, HANDLING, REMOVAL, STORAGE OR TRANSPORTATION OF HAZARDOUS AND/OR TOXIC MATERIALS. 3. ADDITIONAL EXCLUSIONS: BONDS, SEALCOAT, FOGSEAL, MESSAGE BOARDS, SOIL STERILANT AND SOIL STABILIZER 4. FINAL BILLING WILL BE BASED UPON MEASUREMENT OF ACTUAL WORK PERFORMED AT UNIT PRICES HEREIN STATED. 5. IF ROCK AND/OR UNSUITABLE MATERIALS ARE ENCOUNTERED, RELATED WORK SHALL BE PERFORMED IN ACCORDANCE WITH GRANITE CONSTRUCTION CO.'S CURRENT LABOR AND EQUIPMENT RENTAL RATES. 6. THE ABOVE PRICES INCLUDE TWO (2 ) MOVE/S TO COMPLETE THE WORK. 7. ROUGH GRADE WORK SHALL BE AGREED UPON AND ACCEPTED IN WRITING BY THE OWNER/CONTRACTOR PRIOR TO THE COMPLETION OF THE INITIAL MOVE -IN AND PRIOR TO ANY OTHER SUBCONTRACTOR STARTING HIS WORK. 8. AS DESCRIBED IN GENERAL CONDITION NO. 13., "ACCEPTANCE", OF THIS PROPOSAL, THE OWNER MAY BE REQUIRED TO EXECUTE A NOTICE OF COMPLETION AND FINAL ACCEPTANCE PRIOR TO THAT FURNISHED BY THE LOCAL INSPECTION AGENCY. IN SUCH A CASE, ANY MONIES HELD AS RETENTION SHALL BE PAID IN FULL. 9. FURTHERMORE, IN THE EVENT THAT COMPLETION OF PORTIONS OF WORK REQUIRED IN THIS CONTRACT IS DELAYED BY OTHERS BEYOND THE CONTROL OF GRANITE CONSTRUCTION COMPANY (I.E., UTILITY LINE CONSTRUCTION, BUILDING CONSTRUCTION, ETC.), THE WORK COMPLETED TO DATE SHALL BE ACCEPTED BY THE OWNER AND WRITTEN NOTICE WILL BE EXECUTED. PAYMENT FOR ALL COMPLETED CONTRACT WORK, APPROVED CHANGE ORDER WORK, AND RETENTIONS SHALL BE MADE IN FULL, LESS THE AMOUNT OF 20% OF THE UNCOMPLETED WORK. 10. THE ABOVE PRICES INCLUDE ONE ADJUSTMENT OF MANHOLE AND VALVE BOXES. ADDITIONAL ADJUSTMENTS WILL BE CHARGED AT ABOVE UNIT PRICES. 11. THE COMPLETE TERMS AND CONDITIONS OF THIS PROPOSAL SHALL BE INCLUDED IN ANY CONTRACT OR SUBCONTRACT PREPARED BY OWNER. - 12. BONDS (IF REQUIRED) ARE TO BE OBTAINED BY OTHERS. 13. WE EXCLUDE ALL PROFESSIONAL ENGINEERING FEES, CONSTRUCTION STAKING, PERMITS (OTHER THAN THE CITY OF LA QUINTA ENCROACHMENT PERMIT), AND TESTING. 14. PROGRESS PAYMENTS IN FULL WITHOUT RETENTION ARE DUE BY THE 10TH OF THE CURRENT MONTH FOR ALL WORK COMPLETED THE PREVIOUS MONTH. 15. PRICES ARE SUBJECT TO AWARD OF ALL ITEMS LISTED IN THE PROPOSAL (EXCEPT ADDITIVE ALTERNATES). 16. TEMPORARY TRAFFIC RESTRICTIONS WILL BE REQUIRED DURING THE CONSTRUCTION OF THE SPECIFIED WORK. 17. WE WILL STOCKPILE SURPLUS EXCAVATION FROM THE SITE. 18. PAVEMENT FAILURES DUE TO IMPROPER COMPACTION DONE BY OTHERS IS THE RESPONSIBILITY OF OTHERS. GRAnITE' 19. NO GUARANTEE CAN BE MADE THAT ALL AREAS TO BE CONSTRUCTED WILL DRAIN COMPLETELY DUE TO THE INLET ADJACENT TO THE RCB WHICH DOES NOT TERMINATE INTO A RETENTION SYSTEM 20. WHILE GRANITE IS NOT ACTIVELY WORKING ON-SITE, DUST CONTROL AND ABATEMENT IS TO BE EXCLUDED FROM OUR RESPONSIBILITY. WHILE WORKING ON-SITE, GRANITE WILL ONLY BE RESPONSIBLE FOR DUST CONTROL DUE TO DISTURBANCE FROM OUR WORK. 21. THIS PROPOSAL IS BASED UPON THE ITEMS AND APPROXIMATE QUANTITIES INDICATED. ANY CHANGES IN THE REFERENCED PLANS, ITEMS OF WORK OR INDICATED QUANTITIES, OR ANY PHASING OR DELAYS ON ANY PORTION OF THE WORK MAY NECESSITATE A CHANGE IN THE CONTRACT PRICE. 22. THE COMPLETE TERMS AND CONDITIONS OF THIS PROPOSAL SHALL BE INCLUDED IN ANY CONTRACT OR SUBCONTRACT PREPARED BY OWNER. Thank You, Sara Van Patten Estimator ID Task Task Name Duration Start Finish Predecessors Mar 17 '13 Mar 24 '13 Mar 31 '13 A r7 '13 RA r 14 '13 A r 21 '13 A r 28 '13 Ma 5 '13 Ma 12 '13 Ma 19 '13 Ma 26 '13 Jun 2 '13 18Mode SMTWTFSSMT TFSSMTWTFSSMT TFSMTWTFSSMT TFSSMT TFSSMT TFSSMTWTFSSMT TFSSMTWTFSSMT TfSS 1 c Offsite Outside 14 days Mon 3/25/13 ,Thu 4/11/13 site Ou tside 1 USA lookup TO days Mon 3/25/13 Mon 3/25/13 i /25 i 2 ® c4 Set Traffic Control 4 day Tue 3/26/13 Tue 3/26/13 2 Set Traffic Control C 3 Pothole for Utilities C Remove AC Pavement 1 day 4 day Tue 3/26/13 Tue 3/26/13 Tue 3/26/13 rTue 3/26/13 3SS 4SS Pothole for Utilities Remove AC Pavement 4 5 Roadway Excavation A day � i Cut Crossgutter Grade r2 days Tue 3/26/13 Tue 3/26/13 .Wed 3/27/13 Thu 3/28/13 '5S5 6 � d i ay Excavation i 6 7 Pour Crossgutters �2 days Fri 3/29/13 Mon 4/1/13 7 8 S 6�1 9�> Cut Curb Grade Pour Curb and Gutter Backfill Curb 4 day 12 days 1 day Fri 3/29/13 Fri 3/29/13 Mon 4/1/13 -Tue 4/2/13 Wed 4/3/13 Wed 4/3/13 6,7 9 '10 I ' I Curb Grade Pour Curbland Gutter I Curb j 9 10 11 12 ! Balance Subgrade 1 day Knockdown BaseKnoc 1 day Wed 4/3/13 Thu 4/4/13 Thu 4/4/13 Thu 4/4/13 11SS+0.5 days 12SS+0.5 days fI i 1 I Balanc 5ubgradei 1 IIII I 4 down Base I I 13 C�l Finegrade Base 1 day Fri 4/5/13 Fri 4/5/13 13SS+1 day 1 i grade Basi f 14 i 15 AC Paving Base Course 1 day Mon 4/8/13 Mon 4/8/13 44 ' i AC Paving Base Course 16 �y Cut Flatwork Grade ,2 F/P/S Sidewalk and days 2 days Mon 4/8/13 Wed 4/10/13 Tue 4/9/13 Thu 4/11/13 14,11 16 �. i tut Fletwork Grade I I F/P/S Sidewalk and Ramps i 1 17 Ramps Festivals Offsite Inside Set Traffic Control Pothole for Utilities Remove AC Pavement 20 days 12 days 1 day 1 day 1 day Fri 4/12/13 Fri 5/10/13 Fri 5/10/13 Fri 5/10/13 Mon 5/13/13 Thu 5/9/13 Mon 5/27/13 Fri 5/10/13 Fri 5/10/13 Mon 5/13/13 18 2055 21 i j i 1 i r i y .I 1 ' I ! I � { � '• ! 5/9 I Offsite Inside ! Set Traffic Control ; hole for Utilities Remove AC Pavement and Cur I , 19 20r 21j 22 6�1 C*O and Curb Cut Median Curb Grade 2 days • Median Curb 2 days Backfill Median Curb 1 day Slurry BF Median Curb 1 day Grade for Median Paving 1 day T F/P/S Median Paving 1 day Tue 5/14/13 Thu 5/16/13 Mon 5/20/13 Tue 5/21/13 Wed 5/22/13 Thu 5/23/13 Wed 5/15/13 Fri 5/17/13 Mon 5/20/13 Tue 5/21/13 Wed 5/22/13 Thu 5/23/13 22 X23 24 25 26,25 27 i I i i Cut Median Curb Grade, S Median Curb` ackfill Median Slurry BF M Grade for F/P/5 N iedian ; I Curb than Curb Median Paving Paving; 23 24F/P/S 25 26 27 28 1% Header Mill Overlay Final Striping Final Adjust MH and WV 1 day 1 day 1 day 1 day Fri 5/24/13 Fri 5/24/13 Mon 5/27/13 Mon 5/27/13 Fri 5/24/13 Fri 5/24/13 Mon 5/27/13 Mon 5/27/13 28 29SS 30 30 I ' ! j i ! + i 1 I i Head i rl { l ?r Mill 3y Final Striping Final Adjust fMH and WV 29 30 31 32 Task I Summary External Milestone ♦ Inactive Summary Manual Summary Rollup Finish -only 3 Project: LQ Tract 30138.mpp Date: Fri 3/22/13 Split ...................... Project Summary IV Inactive Task Manual Task 52HU Manual Summary Deadline 4 Milestone ♦ External Tasks Inactive Milestone Duration -only ;• Start -only C Progress o Page 1 IDTask Task Name Duration Start Finish Predecessors Mar 17 '13 Mar 24 '13 Mar 31 '13 Apr 7 '13 Apr 14 '13 A r 21 '13 A r 28 '13 May 5 '13 Ma 12 '13 May 19 '13 May 26 '13 Jun 2 '13 J 8 Mode SMTWTFSSMT TFSSMT TFSSMT TFSSMTWTFSSMT TFSSMT TFSSMT TF5SMTWTFSSMT TIFISIS MITIWTIFISISIMITIWTIFISIS i P%' Offsite Outside + USA lookup 14 days 0 days Mon 3/25/13 Mon 3/25/13 Thu 4/11/13 Mon 3/25/13 ' C ffsite Ou tside /25 2 I Set Traffic Control + Pothole for Utilities + Remove AC Pavement 1 day 1 day 1 day Tue 3/26/13 Tue 3/26/13 Tue 3/26/13 Tue 3/26/13 Tue 3/26/13 Tue 3/26/13 2 3SS 4SS Set Traffic1 Control Pothole for Utilities Remove AC Pavement t I # ! V 3 4 5 y C3Pour Roadway Excavation 1 day Cut Crossgutter Grade 2 days Crossgutters 2 days Tue 3/26/13 Wed 3/27/13 Fri 3/29/13 Tue 3/26/13 Thu 3/28/13 Mon 4/1/13 5SS 6 7 { dway; Excavation , r i y i t i i 6 7 8 } Cut Curb Grade 1 day Fri 3/29/13 Fri 3/29/13 6,7 r � I I Curb Grade 9 Curb and Gutter 2 days Mon 4/1/13 Tue 4/2/13 9 Pour Curb and Gutter; 10Pour 4 4y Backfill Curb Balance Subgrade 4 day 1 day Wed 4/3/13 Wed 4/3/13 Wed 4/3/13 Thu 4/4/13 10 11SS+0.5 days Curb I j { Balanc Subgradef 11 12 r> Knockdown Base Finegrade Base AC Paving Base Course Cut Flatwork Grade 1 day 1 day 1 day 2 days Thu 4/4/13 Fri 4/5/13 Mon 4/8/13 Mon 4/8/13 Thu 4/4/13 Fri 4/5/13 Mon 4/8/13 Tue 4/9/13 12SS+0.5 days 13SS+1 day 14 14,11 i Knoc down Base+ I grade Base I AC Paving Base Course a , Cut Flatwork Grade ; I I ! I 13 14 15 16 F/P/S Sidewalk and 2 days Wed 4/10/13 Thu 4/11/13 16 I { F/P/5 Sidewalk and Ram s 1 � P i I 17 Ramps Festivals Offsite Inside 20 days 12 days Fri 4/12/13 Fri 5/10/13 Thu 5/9/13 Mon 5/27/13 y f ; ! ; 5/9 Offsite Inside I 18 19 04 04 Set Traffic Control Pothole for Utilities Remove AC Pavement 1 day 1 day 1 day Fri 5/10/13 Fri 5/10/13 Mon 5/13/13 Fri 5/10/13 Fri 5/10/13 Mon 5/13/13 18 2055 21 Set Traffic Control I hole for Utilities Remove AC Pavement and Cur I 2004 21 22 4y � C4 Ty gj °� T and Curb Cut Median Curb Grade 2 days F/P/S Median Curb 2 days Backfill Median Curb 1 day Slurry BF Median Curb 1 day Grade for Median Paving 1 day F/P/S Median Paving 1 day Header Mill 1 day Overlay 1 day Tue 5/14/13 Thu 5/16/13 Mon 5/20/13 Tue 5/21/13 Wed 5/22/13 Thu 5/23/13 Fri 5/24/13 Fri 5/24/13 Wed 5/15/13 Fri 5/17/13 Mon 5/20/13 Tue 5/21/13 Wed 5/22/13 Thu 5/23/13 Fri 5/24/13 Fri 5/24/13 22 23 24 25 26,25 27 28 29SS i Cut Median Curb Grade S Median Curb ackfill Media Slurry BF Mi Grade for F/P/5 N Header rl Curb k than Curb Median Paving edian Paving, Mill 3y ; 23 r2624 27 28 29 30 C4 Final Striping 1 day Final Adjust MH and WV 1 day Mon 5/27/13 Mon 5/27/13 Mon 5/27/13 Mon 5/27/13 30 30 r I , , Final Striping ; Final Adjust MH and WV 31 32 Task Summary External Milestone ♦ Inactive Summary V Manual Summary Rollup Finish -only 3 Project: LQ Tract 30138.mpp Date: Fri 3/22/13 Split ................... Project Summary Inactive Task 3 Manual Task 52EMEM Manual Summary W • Deadline 4 Milestone ♦ External Tasks Inactive Milestone © Duration -only. Start -only C Progress Page 1 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13034 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. 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 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. PERMIT NO. 13034 Diamante /Off -Site Street Improvements /TM 30138; Ave 52 East of Jefferson St 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 (SSPW.C) 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. 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. 4. 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. 5. Granite Construction Company (Sara Van Patten), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control: 6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. .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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither 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 1 of 9 PERMIT NO. 13034 Diamante /Off -Site Street Improvements /TM 30138; Ave 52 East of Jefferson St 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. Pursuant to Section 14.16.110 of the La Quinta Municipal Code. (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 12. 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. 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. Granite Construction Company, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. 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. 15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. 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. Special Conditions Page 2 of 9 PERMIT NO. 13034 Diamante /Off -Site- Street Improvements /TM 30138; Ave 52 East of Jefferson St 16. 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. 17. 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. 18. 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. 19. 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 Civil Engineer 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 9 PERMIT NO. 13034 Diamante /Off -Site Street Improvements /TM 30138; Ave 52 East of Jefferson St 20. 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 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. 21. 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. 22. The permittee is responsible for obtaining a valid separate permit from other Cities, County jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities, County, or agencies right of way. 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 the Engineering Bulletin for 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. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 26. 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. 27. 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 Associate Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. Special Conditions Page 4 of 9 PERMIT NO. 13034 Diamante /Off -Site Street Improvements /TM 30138; Ave 52 East of Jefferson St 28. 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 12 inch thick subgrade layer compacted to 95% based on ASTM D 15 51 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 29. 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. 30. 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. 31. 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. 32. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. Special Conditions Page 5 of 9 PERMIT NO. 13034 Diamante /Off -Site Street Improvements /TM 30138; Ave 52 East of Jefferson St 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. 33. 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. 34. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 35. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 6 of 9 PERMIT NO. 13034 Diamante /Off -Site Street Improvements /TM 30138; Ave 52 East of Jefferson St 36. 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 1/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench 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 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left ,0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 7 of 9 PERMIT NO. 13034 Diamante /Off -Site Street Improvements /TM 30138; Ave 52 East of Jefferson St 37. 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. 38. 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. 39. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 40. 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. 41. 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. 42. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 1 Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices . 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6". letters. Must have white legend on red background. Special Conditions Page 8 of 9 PERMIT NO. 13034 Diamante /Off -Site Street Improvements /TM 30138; Ave 52 East of Jefferson St D. Directing Traffic 1. Only three (3) signals are required. STOP SLOW PROCEED r� trued � E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Special Conditions Page 9 of 9 California MUTCD (FHWA's MUTCD 2003 Revision 1, as amended for use in California) Page 6H-20 Figure 6H-6. Shoulder Work with Minor Encroachment (TA -6) WHY or HS OYou, A ` 3m� _`00ff) _d! t � . j, r VH01A DOS R FFl t y � µ ON3�:... (Optional) Typical Application 6 Chapter 6H —Typical Applications Part 6 — Temporary Traffic Control END ROAD WORK (Optional) Note: See Tables 61-1-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Truck -Mounted Attenuator (optional) Bufferspace (optional) 1/3 L A ROAD J6 WORK AHEAD September 26, 2006 r California MUTCD Page 6H-81 (FHWA's MUTCD 2003 Revision 1, as amended for use in California) Figure 6H-33. Stationary Lane Closure on Divided Highway (TA -33) (Optional) T I eeo IF (Optional) Row troex t ROw 1tORx + 1 150 m (500 ft) 30 m (100 ft) 150 m (500 ft) (optional) Aim r7 Truck -Mounted Buffer space I (iona) Attenuator (optional) opt Temporary white edge line Buffer space L L (optional) (-000 000 ei. '�. Shoulder taper '+�; Shoulder taper + A (see Note 3) A (see Note 3) l +_ + , B B i -MGMr WE - . RWIT LAME CLOSED + CLOSED VZ MILE E VZ MILE OR • C OR C Yf e 4 u ROAD + WORK I MME OR 1 WORK OR 1 1 I MILE - ' L Note: See Tables 61-1-2 and 6H-3 for the meaning LONG-TERM AND SHORT-TERM of the symbols and/or INTERMEDIATE letter codes used in this figure. Typical Application 33 Chapter 6H — Typical Applications September 26, 2006 Part 6 — Temporary Traffic Control Amv Yu From: Van Patten, Sara <Sara.VanPatten@gcinc.com> Sent: Monday, March 25, 2013 3:42 PM To: Daniel Valenzuela Cc: Amy Yu Subject: Encroachment Permit Attachments: MUTCD 6H-6.pdf; MUTCD 6H-33.pdf; Insurance Certificate.pdf Daniel — I have attached the project specific insurance naming the City of La Quinta additionally insured h"aire ad+'6e�c`2'IVIfi1TCD s an ar swings. Drawir�g'6I'3 would ap ly in fot of the Canter H-6 would apply for -the shoulder closure adjacent to the work^zone dra"fte a c eck reque� fort a permit fees and I hope to have the check in hand Friday. Please let me know if there is anything else you need. Thanks, Sara Van Patten Estimator / Project Manager Southern California Region Direct 760.391.62721 Cell 760.578.28191 Fax 760.775.8229 sara.vanaatten[a)gcinc.coml www.graniteconstruction.com _ 1 -3s2Si S 0