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8059See below for Finance Revenue Codes ENCROACHMENT PERMIT OF PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR -IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 6/9/2008 LOCATION OF CONSTRUCTION: SW Corner of Madison & 60th Street; TM 33597; PURPOSE OF CONSTRUCTION: Off -Site Water, Sewer & Storm Drain Improvemei DESCRIPTION OF CONSTRUCTION: See Plan Set No. 08031, 08067, 08068 DIMENSION OF INSTALLATION OR REMOVAL: Per Approved Plans APPROXIMATE TIME WHEN WORK WILL BEGIN: 9/18/2008 Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV TIME OF COMPLETION: 9/18/2009 CITYOFLAgF 4 1NTU AINTU A cur....— — ESTIMATED CONSTRUCTION COST: $225,479 (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 outof 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 4:00 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., 1 or Agent Sam Anziano - _RT Hughes, Development LLC. 18900 Ave 47th Suite 200, La Quinta, CA 92253y (760) 771-8890 Name of Applicant Business Address Telephone No James A. Shirley_ Construction Inc. 59160 Mesa Drive, Yucca Valley, CA 92284 (760) 228-0447 Name of Contractor and Job Foreman Business Address Telephone No. 710351 _ Contractor's License Number 6432 City Business License No National Union Fire Insurance Co of PA 3791774 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee E_1 $6,764.00 Permit Fee E-1 $100.00 As -Built Deposit E=A $1,000.011 Cash Deposit -Surety Bond, E_B $0.00 if required ! TOTAL $7,864.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs i PERMIT NUMBER: 8059 DATE ISSUED: Stp+ 0-L a'r ?-oofS -f- EXPIRATION ATE: �, !D •L2-. Z � o BY: —� i i 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. CITY OF LA QUINTA -PUBLIC WORKS DEPARTMENT. ENCROACHMENT PERMIT PERMIT NUMBER DATE EXP DATE ACC. DATE PLAN SET IMP TYPE INSPECTOR PROJECT NAME 8059 9/22/2008 9/22/2011 9/22/08 I P,SN Off -Site i Malaga; TM 33597; SW 08031 Domestic Co'rrier Madsion & 60th St. DEVELOPER RT Hughes, Development LLC: VICINITY. - SW Comer of Madison & 60th Street; TM 33597; Malaga, " PURPOSE OF CONSTRUCTION Off -Site Water, Sewer & Storm Drain Improvements DESCRIPTION OF CONSTRUCTION See Plan Set No. 0803T; 08067, 08068 DIMENSION OF INSTALLATION AND REMOVAL . Per Approved Plans COMMENTS t Approximate'Construction Start Dat i•Approximate Construction Completion.Dat Estimated Construction Cost INSPECTION FEE: 9/18/2008 i 9/18/2009 $225,479 $6,764.00� PERMIT FEE• ONTRACTOR NAME: ' James A. Shirley Construction Inc. ONTRACTOR ADDRESS: 59160 Mesa Drive ONTRACTOR CITY: CONTRACTOR STATE: CONTRACTOR ZIP Yucca Valley CA 92284 ONTRACTOR TELEPHONE: (760) 22&-0447 CONTRACTOR LICENSE:. CONTRACTORS STATE 3 710357 LICENSE BOARD CONTRACTOR $100.10 INFORMATION PENALTY: . CURRENT CASH DEPOSIT /SURETY BOND: AS BUILT DEPOSIT . $1,000:00 TRACT/PARCEL NUMBER PERMIT TYPE SDP/CUP/ ETC_: TOTAL FEE AMOUNT: TM 33597 Offsite Domestic Water; Sanitation &,Stor APPLICANT INFORMATION r�r S7.864.00 PPLICANT NAME: E o RT Hughes, Development LLC. ADDRESS:7th Suite 200 CITY: APPLICANT STATE. APPLICANT ZIP. CODE: TELEPHONE: 8890 DESCRIPTION Malaga, TM 33597; SW Corner of.Madison & 60th-St.; Offsite Domestic Water PSN 08068, Sanitation PSN 08067, & Storm Drain; PSN 08031: Paid for Permit Renewal for a 2 year extension on,1,0/23/09 CONTRACTOR'S LICENSE NUMBER: 710357 CITY BUSINESS LICENSE NUMBER 6432 INSURANCE COMPANY:. National Union Fire Insurance Co of PA j POLICY NUMBER: 3791774• PRINTENCROACHMENT PERMIT s� PRINT PERMITSIBEING`REQUES,TED SEARCHPERM TS BY TRACT NUBERU SEARC,HPERMITS�BYAPPLfGANT� ► MAIN�MENII _ ✓�� _fir NTHLY{ EXFIRE_WRERMITS * O rN" HRI w__ � a�U.tM.iFq,.f�i ' • . TA tUcv PUBLIC �WORKS DEPARTMENT NL OF1, APPLICATION FOR PERMIT Date: Tract No: 3 3 S 9 % Project Name: NP1,.RGA Vicinity: A . S lei coav d, 6Q a T-1, Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc�],�ss► l�X%a 7674 3An1)TAT/®Yu "1/. 2( SrO A.Y» hP.A,1,J Description, of Construction (i.e.: See Plan Set No. 01234) S,ee Plato Se4 A)o• Oho 3 / IDimension of Installation or Removal: A s .12 CZ6 cg Ns IIF d go67SZ-4,1f� Approximate Construction Start Date:. ids -So®nJ A0 pt d'.srB &1Y Approximate Construction Completion Date: Estimated Construction Cost: $ _ p� } ( Sq 4 3 45 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling; compaction and placing permanent resurfacing and or replacing improvements T g 2Z5'j 4 7 Contact Name: -Soar,, ia�1z, A./y0 Phone Number: 760'711 RQg o Name of Applicalit/Owner: P2 T )a u� �IE.< P&ye cp(vNl;-r 6L CG . Applicant Address: • 7 9 q � AVrr q-7-i- �u,7-� boa L.0, Q u AMA CA91_1 Applicant Telephone Number: 7Gca -)'I 1 9910 Applicant E-mail Address: ;e,Cgb pb . Nlx4.9U$S Z GErn ie6Alri4aa,1uD , ORFM Name of Contractor: A. IzL4;3-- C.o w s rati c ti oti1 1 N c. Contractor Address:._ S g j Go M p _pA. p , yiACcA VAt, gU Ga 4 22-9.4 Contractor Telephone Number: . zz 9 o ► Z9.(.), ��, o -LI-W— Oaq Contractor State License Number:. k�rl 7 10 3 � 1 Contractor City. Business License Number: to 3 2 Contractor E-mail Address: a of m/ n n i a- c C I A c- .reb rvm ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company: NrgTotwAL U w1ohl Ft Ae TLy - Co. of P.A . Applicant or Contractor General Liability Insurance Policy Number: �-79 / 7714 Office. Use Only: Inspection Fee: - 7 11 '1 Permit Fee: ! d, As -Built Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: ��_✓ " 00 Office Use Permit Nuit Nu O Assigned Pember. Approval Date: Expiration Date: Issue Date: Administrative Authority. CLLZ_ F'oa- .5A ✓", I gj&_i qq4 FOR PERMrr.doc ` James A. Shirley Construction, Inc. Gen. Engineering Contractor Lie. # 710357 59160 Mesa Drive Yucca Valley, California 92284-1373 (760) 228-0447 (760) 228-0129 Fax Customer RT Hughes Development Attn: Sain Anziano 78-900 Avenue 47, Suite 200 La Quanta, CA 92253 Phone (760) 771-8890 Fax (760) 7 71-3891 CONTRACT Date Proposal # 4f10/08 2086 Project Project # Malaga Estates 33597 Item Description Qty Unit Price Total Storm STORM DRAIII: QA191T E item 1 RIP RAP T=18' 3 1,- 2, GO-00 2,400.00 Item 2 IEADWALL D86 ON 36" 3 8,625.00 25,875.00 Item 3 24" X 24" INLET BOX AVG. H=6.04 3 1,800.00 5,400.00 Item 4 CATCH BASIN W=10 AVG =7.20 2 GRATES 3 7,762.00 23,286.00 Item 5 CATCH BASIN 302 W=7 H=AVG.=5.612'GRATES 9 6,612:00 59,508.00 Item 6 CATCH BASIN 302 W=14 H=6.0 2 GRATE 1 8,222.00 8,222.00 Item 7 CATCH BASIN 300 W=7 AVG. H=5.65 4 / 4,987.00 19,548.00 Item 8 36" RCP D-2000 1,536 - 59.00 90,624.00 Item 9 30' RCP D-2000 177 53.00 9,391.00 Item 10 24" RCP D-2500 894 -, 36.00 32,194.00 Item 1 I 18" RCP D-2500 676 -1 25.00 16,900.00 Item 12 MANHOLE 13 -- 3,900.00 50;, 00.00 Item 13 RAISE MANTHOLE LID TO SUB GRADE, ONE TEV E ONLY 12 125.00 1,500.00 Item 14 RAISE MANHOLE LID TO FINISH GRADE, ONE TIME ONLY 12 300.00 3.600.00 1 E Item 15 MAXW ELL SYSTEM 3 1 � 25.865.00 25,865.00 ; Subtotal 374.993.00 Storm STORM DRAIN: OFFSITE Item 1 24" RCP D-2500 81f 36.00 2.916.00 It:an 2 36" RCP D-2000 18� 59.00 1.062.00 hem ; CATCH BASIN 300 WIDTH=10, HEIGHT=4 1 6,530.00 6,530.00 Item 4 CATCH B.ASINT 303 WIDTH=21, HEIGHT=4.08 1,, 8262.00 8,262.00 Item 5 CATCH BASIN 300 WIDTH=7, HEIGHT=7 1 / 5,850.00 5.950.00 Subtotal 4,620. Seaver SEINER: Item 1 8" VCP 2,503 19.00 47,557.00 Item 2 BORE TJWDER 2 - 60" nUUGATION LINES 30 790.00 23,700.00 Itcm 3 4" LATERALS 57 490.00 27,930.00 Item 4 MANHOLE 12 2,030.00 24,360.00 Item 5 RAISE MANHOLE LIDS TO SUB GRADE, ONE ME ONLY l 2 100.00 1,200.00 Item 6 RAISE MANHOLE LIDS TO FINISH GRADE, ONE TWE ONLY 12 400.00 4,800.00 Subtotal 129,547.00 General Conditions on folloMng pages. TOTAL Page 1 d 971 no77nar onnsuo--) Aeuiuc .N sewer d7fi: In on on AR l 8 James A. Shirley Construction, Inc. Gen. Engineering Contractor Lic. # 710357 59160 Mesa Drive Yucca Valley, Califomia 92284-1373 760) 228-0447 (760) 228-0129 Fax Customer RT Hughes Development Attn: Sam Anziano 18-900 Avenue 47, Suite 200 La Quinta, CA 92253 Phone (760) 771-8890 Fax (760) 771-8891 CONTRACT Date Proposal # 4110f08 2086 I Project I Project # Malaga Estatcs 33597 Item Description My Unit Price Total Water WATER: Item 1 8" DIP 2._682 19.00 50,958.00 Item 2 8" GATE VALVES 6 1,300.00 7,800.00 Item 3 2" WATER SERVICE, NO METER 1 1.840.00 1,840.00 Item 4 1 " WATER SERVICE, NO METER 57 580.00 33,060.00 Item 5 RAISE VALVE CAN S TO SUB GRADE, ONE TIME ONLY 16 100.00 1,600.00 Item 6 RAISE VALVE CANS TO FINISH GRADE, ONE TIl,4E ONLY 16 400.00 6,400.00 Item ? FIRE HYDRANT ASSEMBLY 10 3,960.00 39,600.00 Item 8 TIE INTO EXISTING 8" GATE VALVE 2 0.00 0.00 Subtotal 140,258.00 Sewer I SEWER: OFFSITE Item : 8" VCP P" 785--�' 24.00 18,840.00 Item 2 MIAiNHOLE 1,950.00 3,900.00 Item 3 DROP MANHOLE 1 / 5,100.00 5,100.00 Item 4 BORE 18" CASING 1:5 990.00 34,950.00 Item 5 CLEAN OUT 1 / 750.00 -50.00 Item 6 RAISE MANHOLE AND CLEAN OUT LIDS TO SUB GRADE, OI TE ME 4 100.00 400.00 ONLY Iten: 7 RAISE MAiN'HOLE AND CLEAN OUI LIDS TO FINISH GRADE, ONE 4 400.00 1,600.00 TRAE ONLY Item 8 ABANDON MSTING 8" VCP 76 40.00 3 00 Subtotal 48,480.00 Water 'WATER: OFFS TIE Item 1 24" DIP WII'H 11bLY AND RESTRAINED JOINU PER PLAN' 707 ! 129.00 90,496.00 Item 2 24" BUTTERFLY VALVE 2,�7 6,700.00 13,400.00 Item 3 6" BLOW OFF 1,- 1,657.00 1,657.00 Item 4 ' 8" DIP D40 � 30.00 1,200.00 Item 5 42" CASING 28-'- 1,148.00 32,144.00 Item 6 4" BLOW OFF 1 1,457.00 1,457.00 Item 7 8" GATE VALVE 1 1,300.00 1,300.00 Item 8 RAISE VALVE LIDS TO SUB GRADE, ONE TIME ONLY 7 100.00 700.00 Item 9 RAISE VALVE LIDS TO FOMH GRADE, ONE TIME ONLY 7 400.00 2,800.00 Item 10 1" AIR VAC 1 2,900.00 2,900.00 General Conditions on following pages. j TOTAL Page 2 f f��tSrPE wit, 5f� , �. �� v✓�gi�✓ = Z(-(bLo r y gUBo + (y50 SL% �a 115� 7-d a7 i no77naf onalsuo.,) AeuiuQ .H sealer dot,: i.n Qn Qn Ae James A. Shirley Construction, Inc. Gen. Engineering Contractor Lic. # 710357 59160 Mesa Drive Yucca Valley, Califomia 92284-1373 (760) 228-0447 (760) 228-0129 Fax Customer RT Hughes Development Attu. Sam Anziano 78-900 Avenue 47, Suite 200 La Quinra, CA 9225 3 Phone (760) 7 71-8890 Fax (760) 771-8891 CONTRACT Date Proposal # 4110/09 2096 Project Project # Malaga Estates 33597 Item Description Oty Unit Price Total Subtotal PRICE BASED ON UNAPPROVED PLANS. PRICE BASED ON NON-PREVARM WAGE. PRICE GOOD FOR TEN DAYS ONLY, DUE TO INCREASE IN MATERIAL COSTS FROM MANUFACTURER. NOTE PROPOSAL .ACCEPTED - PL E IGNT SAL" AND UQTIAL THE _ GEMCOND ON P S F CK SIGNATURE AIND TIME N1 r✓ PPJNTNAME 2"yo� DATE General Conditions on folloN%ring pages. TOTAL $865,952.00 Page 3 c•d 971 no77noi nnnsun-) Aauiuc •N sauipr cic,+,• in on on At JAMES A. SHIRLEY CONSTRUCTION, INC. General Engineering Contractor Ca_ Lic. #710357 59160 Mesa Drive. Yucca Valley, California 92284-1373 (760) 228-0447 Fax (760) 228-0129 GENERAL CONDITIONS AND EXCLUSIONS Prices are good for ten (10) days only_ 2. Price includes raising of.manhole lids and valve cans One Time Only, unless stated in the proposal othemise. 3. Materials are to be paid immediately upon delivery. 4. Price inicudes Hydrostatic Testing, Chlorination, Equipment, Labor, and Material Installation, per plans. 5. Payment -Nil] be made on the actual quantities installed. 6. At the job site, the Contractor shall furnish and make available to James A. Shirley Construction, Inc. (JASC) the following: Reasonable storage, parking facilities, sanitation facilities, and convenient delivery access to our work. 7. Protection of our work in place is the responsiblity of the Owners, not the responsiblity of JASC. No liquidated damages will be accepted without proof that delays were caused by JASC. We will not be responsible for delays or defaults that are occasioned by causes of any kind which extend beyond our fault and control. Including, but not limited to, delays and/or faults of the Architect, Engineer, - Contractor, Owner, other Sub -Contractors., third parties, civil disorder, labor disruptions, or the act of God. 9. JASC will accept no baekcharge that have not been previously agreed upon. 10. Late payments willbear a'one and a half (1-1 /2%) interest charge or the standard commercial job site rat, prevailing at the time the interest is due. 11. JASC shall be paid monthly progress payments on or before the 10th of each month for the value of our work in the project_ No provisions of this agreement shall serve to void our entitlement to timely payments for properly performed work or suitable stored materials. 12. Nothing in the sub -contract shall be construed to require us to continue performance of work if we do not receive timely payments for properly performed work or suitable stored materials. Therefore, if payment is not made, work will cease until payment is made. 13. Price excludes pernuts, fees, licenses, and bonds of any kind, compaction test, bedding, ground water if encountered, staking, and any rock removal over 1/2 cubic yard in size. 14. An authorized person must put in writing and sign all change orders. A copy must be given to JASC before any work will proceed. PAGE 1 OF 3 ,NIUALS _Jr n'd R7LnR77nQ/ onilsuo-) Aepgq 'V sewer dPt,: L0 Rn Rn 1 . , 15. JASC is not responsible for hauling of any demo materials. 16. If rock is encountered, it will be on a time and material basis. 17. Owner will fwnish construction water. Flow rate must be acceptable to JASC. (JASC will provide the application of construction water) 18. Any existing utilities not shown on bid plans which restrict working will be an extra. 19. JASC will not be responsible for any error or commission in drawings, but shall notify Owner immediately if errors are encountered. 20. The project is bid off unapproved plans. Once approved drawings are available, changes will then be discussed. 21. No special bedding or backfill is included unless specified on our proposal. (Encroachment permit could specify) y 22. Signs: (Incidental Only) No detours, traffic routing, street closures, etc. 23. Excludes curb etching for laterals. 24. Excludes the raising of any existing valve cans or manhole lids unless specified on the proposal. 25. JASC is not responsible for the work on existing systems. 26. Sewer is complete when tested, cleaned, and ready for laterals to be connected and on approval of governing entity. 27. Domestic water is complete when lines have passed all bacteria testing services. 28. Fire lines are complete when the work of JASC has passed pressure testing. 29. .All retention monies are to be paid to JASC. Payment is due within thirty (30) days of acceptance (of each portion, per descriptions above). 30. No de -chlorination of chlorinated water. 31. Excludes the removal and replacement of A/C or concrete and/or saw cutting of A/C or concrete unless specified on the proposal. ' 32. Ten percent retention is due to JASC thirty (30) days after progress of our lines. Vy'hen a customer issues an agreement of their own for this work, the. General and Special Conditions for JASC still apply and shall become part of that agreement, regardless if this agreement is signed or not, unless the General Conditions for JASC are changed -and initialed by both parties. 34_ Contracts are scheduled and honored on firs-, come, first serve basis. 35. If the job is not pre -wet to the maximum depth of sewer line, water line and storm drain, there will be an extra charge. PAGE 2 OF3 INITIALS_ 9'd 6Z108ZZ09Z pnaisuoo AelaiyS •y sawed dCV: L0 80 80.4el 36. JASC will ONLY be responsible for Dust Control in the area in which our crew is working in. 37. Weekends and after hours for Dust Control and high winds is the responsibility of others, not JASC. 38. Price includes one (1) mobilization and one (1) demobilization for the water and the sewer. Any additional mobilizations and demobilizations will be an extra cost. 39. Due to rapidly escalating prices in materials, fuel, and insurance, we are entitled to price adjustments accordingly and justifiably. 40. .Any project not starting within.34 days of bid, will be subject to adjustments in overhead,fuel, and material costs due to their escalating market prices. These must be negotiated and agreed to before any work commences. PAGE 3 OF 3 n-rriAl.s .9.d 6ZL09ZZ09Z onAIsuoO Ael.iiuS .d sewer dtt:l0 80 80 �e Jame A. Shirley Construction, Inc. Gen .engineering Contractor Uc. # 710357 5 1 60 Mesa Drive Yucca Valley, Califcmia 92284-1373 (760) 228-0447 (760) 228-0129 Fax Customer ' RT Hughes Development Attn: Sam Anziaao 78-900 Avenue 47, Suite 200 La Quinta, CA 92253 Phone (760) 771-8890 Fax (760) 77I-8891 PROPOSALICONTRACT Date Proposal # 6/11108 2140 Project Project # MALAGA ESTATES Item Description Qty Unit Price . Total Storm STOIUM DRAIMADDITION TO PROPOSALICONTRACT #2086 Item 12 MANHOLE l 3,900.00 3,900.00 Item 13 RAISE MANHOLE LID TO SUB GRADE, ONE TIME ONLY 1 125.00 17-5.00 Item 14 RAISE MANHOLE LID TO FINISH GRADE, ONE TIME ONLY 1 300.00 300.00 NOTE PROPOSAL ACCEPTED - PLEASE SIGN PROPOSAL AND INITIAL THE GENE CdON/�DI�fTION PAGES � F � `CK SI `N fUR AND TITLE ts' fE 11 Aj 1 �? 4:s PRINT NAIvL� DATE i; L General Conditions on following pages. TOTAL $4,325.00 CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT 'ENGWEERfNG DIVISION 78495 Calle Tampico'* P.O. Box 1504 * La Quinta, Califomia 92247-1504 . Phone: 760:777.7075 - Fax: 760.777.7155 ' PRE/ -CONSTRUCTION MEETING ATTENDANCE FORM Project Name: Date: Project ID: 'AA 3 157q Time: Type of Imp.: En. Permit #: 0, r /* �d (ly Ze o �IW 2 4 �V A) n.Al on 65- zlo - 5 r--N Q-6 L-Lc -1,cr q? (q qq 6 7/-/v /I Al OE A g PLO cza 7ZY- 49J-,?Za,4 7-7 ? -7o96 8 (A 9 7 10 12 13 14 15 16 17 18 20 TASTAFRValenzuelaEngineering ServicesTr . e-C . on—Attendance—Form.doc City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 8059 The following shall a/ways aoply: 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 be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® .R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") 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 ''Y2") 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. ® Rig 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 temporarypatch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base 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. a i - . PERMIT NO.8059 Malaga./ Offsite Water, Sewer, and Storm Drain /TM 33597; SW Corner of Madison and Ave 60 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. RT Hughes Development (Sam Anziano) and James A Shirley Construction, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. 7. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall beset up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 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. Special Conditions Page I of 8 PERMIT NO.8059 Malaga / Offsite Water, Sewer, and Storm Drain /TM 33597; SW Corner of Madison and Ave 60 9. 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. 10. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 11. 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 12. 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. 13. RT Hughes Development (Sam Anziano), 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. 14. Pursuant to Section 14.16.250of 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 Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with.Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. As of October of 2006, these documents can be observed at http://mutcd.fhwa.dot.gov/HTM/2003r1/part6/part6-toc.htm and http://www.dot.ca. og v/hq/traffops/signtech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions Page 2 of 8 PERMIT NO.8059 Malaga / Offsite Water, Sewer, and Storm Drain /TM 33597; SW Corner of Madison and'Ave 60 Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 16. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost*to the City of La Quinta. 17. 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. 18. 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. 19. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. Special Conditions Page 3 of 8 PERMIT NO.8059 Malaga / Offsite Water, Sewer, and Storm Drain /TM 33597; SW Corner of Madison and Ave 60 20. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into the CalTrans, other City, or County right of way. 21. 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 22. 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. 23. 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. 24. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least .48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 25. 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 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 26. 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. 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 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. 28. 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. Special Conditions Page 4 of 8 PERMIT NO.8059 Malaga / Offsite Water, Sewer, and Storm Drain /TM 33597; SW Corner of Madison and Ave 60 29. The permittee is required to provide an'informative message board (approved by the City Engineer) informing the commuters using the affected roadways of g. Possible traffic delays h. Time of construction i. 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. 30. 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. 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. Special Conditions Page 5 of 8 . PERMIT NO.8059 Malaga / Offsite Water, Sewer, and Storm Drain /TM 33597; SW Corner of Madison and Ave 60 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. 31. 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. 32. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 33. Access and egress to all local properties shall be maintained at all times. 34. 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/" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions Page 6 of 8 PERMIT NO.8059 Malaga / Offsite Water, Sewer, and Storm Drain /TM 33597; SW Corner of Madison and Ave 60 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/" 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. 35. 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. 36. 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. 37. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 38. 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. 39. 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 7 of 8 PERMIT NO., 8059 Malaga / Offsite Water, Sewer, and Storm Drain /TM 33597; SW Corner of Madison and. Ave 60 40. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly,"firmly, and courteously; 2. Move & maneuver quickly; 3. 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. D. Directing Traffic 1. Only three (3).signals are required. 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 8 of 8 HAt `fiw� 3�sq� ��;-f- god ► EXISTING RESIDENCE y -- ---------------- 114 .. .............. .. e INI N aq I EXISTING FUTURE ZAFRA ST. RESIDENCE COLUMBELLA [WKS wDPX ACCESS TO FUTURE TRACT # 32201 CURRENTLY CLOSE BY CHAIN & POSTED NO TRESPASSING. . G Z ,nR E ROADCMD m • • • • • • • • ``• 1HIUI i1tAFFK: 5m FUTURE SEVILLE ST. CONST. ENTRANCE 0 EXISTING END OF PAVEMENT ON ST. LEAVE A RESIDENT/EMERGENCY VEHICLE ACCESS LANE ON WHICHEVER SIDE OF THE WORK AREA THAT IS CONVENIENT. TRAFFIC VOLUME IS LOW, 1 LANE SHOULD BE ENO NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PEROD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 '(12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL CONTACT THE 2 RESIDENTS ON AVE. 60 AND THE CONSTRUCTION TRAFFIC TO TRACT # 33597 IN ADVANCE ABOUT HOW TO ACCESS THEIR LOCATIONS DURING CONSTRUCTION. 6. AVE. 60 CAN STAY CLOSED TO THRU TRAFFIC FOR THE DURATION OF THE PROJECT (IT IS NOT ATHROUGH STREETANYWAY.) THE TRENCH SHOULD BE MOSTLY BACKFILLED EACH NIGHT. ANY TRENCH LEFT OPEN AND EQUIPMENT LEFT ON AVE. 60 OVERNIGHT SHALL BE PROTECTED BY BARRICADES WITH FLASHING LIGHTS AND OPEN TRENCH SIGNS. A MINIMUM ITWIDE LANE SHALL BE LEFT OPEN FOR THE 2 RESIDENTS & EMERGENCY VEHICLES AT ALL TIMES ESPECIALLY OVERNIGHT. N W -<�- E NO SCALE cri X haft Coma Sewer 8 Water for Tract # J3597 Prkne Contractor en S James A. Shirley Const. N/A 71afBo Control DeWp by phm frees BY Tops N Barricades, Inc. (800)852-TOPS Ron Fifield SAeet Date Pemil Nwrm 1 6/12/08 To Be Issued on Approval i H 4 t 4,%A -rm 335q-7 pewly -t gosh v COLUMBELLA EXISTING ACCESS TO FUTURE TRACT # 32201 RESIDENCE CURRENTLY CLOSE BY CHAIN & POSTED NO TRESPASSING. MIA . _ ,eJt ROADCl,OBED E m ' � , ■ ■ • ■ ■ ■ ■ ■ iRRU TRAFFIC u■nnv wnrw � .�..... _ _1s. ISON ST. rr ---------------- ........... ' av�vr�oo .1 a FUTURE FUTURE EXISTING END EXISTING ZAFRA ST. SEVILLE ST. OF PAVEMENT RESIDENCE CONST. ENTRANCE LEAVE A RESIDE NT/EME RGENCY VEHICLE ACCESS LANE ON WHICHEVER SIDE OF THE WORK AREA THAT IS CONVENIENT. TRAFFIC VOLUME IS LOW, 1 LANE SHOULD BE ENOUGH: NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS)AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 '(12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL CONTACT THE 2 RESIDENTS ON AVE. 60 AND THE CONSTRUCTION TRAFFIC TO TRACT t# 33597 IN ADVANCE ABOUT HOW TO ACCESS THEIR LOCATIONS DURING CONSTRUCTION. 6. AVE. 60 CAN STAY CLOSED TO THRU TRAFFIC FOR THE DURATION OF THE PROJECT (IT IS NOT ATHROUGH STREETANYWAY.) THE TRENCH SHOULD BE MOSTLY BACKFILLED EACH NIGHT. ANY TRENCH LEFT OPEN AND EQUI PMENT LEFT ON AVE. 60 OVERNIGHT SHALL BE PROTECTED BY BARRICADES WITH FLASHING LIGHTS AND OPEN TRENCH SIGNS. A MINIMUM 12' WIDE LANE SHALL BE LEFT OPEN FOR THE 2 RESIDENTS & EMERGENCY VEHICLES AT ALL TIMES ESPECIALLY OVERNIGHT. N W � E NO SCALE �oovr3o4r�00000ac - -AVE-.60- (qry 1DaI4 speed I.tnH xx . Tmft Control Sewer & Water for Tract # 3597 PATO Cmtracty Based an Strdiud James A. Shirley Const., N/A Traft CmW Deep by Prtme Repaed 4 Tops N_ Barricades, Inc. (800)852-TOPS Ron Fifield Sheet Number We Peet E Netter 1 6/12/08 To Be Issued on Approval; w P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253, FAX (760) 777-7101 October 8, 2009 Mr. Randy Hughes R.T. Hughes Co., LLC P.O. Box 1992 La Quinta, .CA 92247 Revenue Co )Ys_ 1 Cam, ��C � J 4✓cFA AG�tir 9 r� Re: Encroachment Permit .No. 8059 - Tract Map No. 33597, Malaga Off -Site Water, Sewer and Storm Drain Improvements (Plan. Set No. 08031, 08067, & 08068) Dear Mr. Hughes: Encroachment Permit number 8059 expired on September 22, 2009. In order to renew this permit, the following is required: The renewal fee as per City Council Resolution 96-95, states: Encroachment Permit - renewal of expired permit shall consist of a $100.00 permit renewal processing fee plus 10% of original. fee to extend the permit one additional year (x 2 until September 22, 2011). ORIGINAL PERMIT FEE. 10% (x 2) PERMIT RENEWAL FEE of original permt..fee (two-year: _extension) $6,764.00 $1,352.80.. $100.00 RENEWAL AMOUNT DUE. $1,452.80 If you have any questions or need additional information, please contact Amy Yu, Assistant Engineer II, at (760) 777-7047. Sincerely, 6othy . J nass 'n P.E. Wor s Direc r/City TiPU'blic y Engineer F/I Page 1 of 1 .