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3938NOTE;' With proper, validation Q• this form'constitutes and encroachment permit CITY OF LA QU.INTA:. "'APPLICATION .FOR,'.PERMIT <- 'PUBLIC WORKS CONSTRUCTION (ENCROACHM) ENT .0 For the, construction • of 'public, or private curbs; driveways,. pavements,. sidewalks ;parking lots, sewers, water mains. and other Ike public works improvements in connection with MINOR.IMPROVEMENt S and APPROVED SUBDIVISIONS Subdivision Jmprovement Permit — Class I I I ' DATE: JUx e, 26. 2003 'Minor Improvement Permit Class IVX LOCATION OF. CONSTRUCTION I-Astall 1-18" eitub-out connectioxn..1-12" state vaive and 1-6" waterline a&mdonmeut Avenida,• Feruajido "8 Eisenhower Drive (Street.address,of Description of Location) '�.'.. To supply water for fire. PURPOSE OF CONSTRUCTION Sketch.(attach construction plans if appropriate) ,pratcctii�n _ DESCRIPTION OF'CONSTRUCTION Zttatal.l 1-18" Stub -out 1 catineetion. .1-42" Ante vi�lve and 1-6" water 'line 4 `�/ ebandonvaenC DIMENSION OF:INSTALLATION OR REMOVAL As needed SIZE OF EXCAVATION; IF NEEDED xieeded *See.Attached Special; Caafaditions* . APPROXIMATE TIME WHEN WORK WILL BEGIN 3uly 2003 t APRROXIMATE;TIME OF COMPLETION Se�ptembet 2003 ` ESTIMATED -CONSTRUCTION COST$. 25„500.00 .' (Including remoyai of all obstruction, materials, and debris, baekfilling, com paction and placing'permanent resurfacing and/or replacing improvements):.. ' In'tc`'onsideration' ofthe granting of ands permit, the. zippi icant .hereby agrees 'lndemnify,.defend• and.,.save the City, its authorized agents, officers, representatives -and employees, harmless from:and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to. persons or property happening'or occurring as a proximate result of any work undertaken under the permit granted pursuant to othis application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the, time when work will be started. Comply with all applicable City Ordinances, the terms and conditions.:of the permit and all applicable rules,and`regulations of the City of La Quinta•and to, pay for any additional replacement necessary as the, result,•bf this. work. ,✓//,✓r . ,� Sig ature of Applicant :or Agent C114 . (Sazk&4 Villal,ab©a) P.0, Box. 1058,, Coachelja, CA' _92236 ' (760) 39$-a651 Name of Applicant (please print) Business:Address Telephone No. Name of Contractor and Job.Foreman Business Address Telephone No. Con'teactor's License No:. City Business License No. . -Applicant's. Insurance Company Policy Number FEES: Subdivision Improvement, Permit — Class III ' Public•'improy'ements:•3% of estimated construction costs Private improvements:.3% of estimated construction costs , Q. Minor• Improvement Permit — Class IV: See attached'schedule 3938 Inspection Fee $ PERMIT VALIDATION • Permit Fee 3938 PERMIT, NO. Penalty 3une . 2b, . 2003 Cash Deposit -Surety Bond :DATE APPROVED: if required' '"` EXPIRATION DATE June. 30, 2004 TOTAL: $ ' DATE ISSUED Receipt No. By — Received _�. ; .by Date / Administrative Authority Recorded. by Telephone: (760),-777-7075 NOTE: 2.. J '?nni r With proper validation JUN r this form constitutes an ' �. encroachment permit P�D�L9� �CdTY OF LA. QUINTA - APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public. or private curbs, driveways, pavements, sidewalks parking lots, .sewer`s, water mains and other like public works'improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS s .� DATE: - �D-o?O- Subdivision Improvement Permit=Class I11 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION L/ �tcb-O(l� COnne��ip� �/ /a'nrxfe UCLw2 (]n� "Ci nd on es'►f (Street address or Description of Location) PYAPOSE OF FoNqTRUCTION Sketch (attach construction tans if r n_ ' ' P appropriate) DESCRIPTI N OF CONSTRUCTION SELL - all - _Conner or / - la " ga. Le Ua/dP an / 6 „ tc 3 ter- ne - •r DIMENSION OF INSTALLATION OR REMOVAL as,neeclP SIZE OF EXCAVATION, IF NEEDED e s APPROXIMATE TIME WHEN WORK WILL -BEGIN'-`- `a• 5 ;^ APPROXIMATE TIME OF COMPLETION-9 O :1 7 ESTIMATED CONSTRUCTION COST $ '025. 500:00 (Including removal of all obstruction, materials,.and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing,improvements)r + In consideration 'of the granting ' y g " 9 9 of.this permit','�the applicant hereby agrees to:.• • - � • •� •' • ' ` Indemnify, defend and save the City, its4authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting Iron. claims or court action and arising out of any accident, loss'or damage to persons or property ------happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. ; Notify the Administrative 'Authority at least tweniy-four.iN hours in advance of the time when workwill be started. i } e yComply with all applicable Cat Ordinances,,`the terms)a""` nd o ditions of the'permit d all applicable ruler and regulations of the City of '' � a Ouinta and to pay for`any additional replecement�necessary as the result of this work. r,.". ._'—' ter- . _ -. - -- - �•�..�_�, x��S... .. is - _ . .•.i:�.,_ �j a t t : -Signature of Applicant or Agent Name -of Applicant (please print). Business Address - } Telephone No. Name of Contractor: and Job Foreman Business Address y Telephone No.' Contractor's License No. I City Business License No. Applicant's Insurance Company ~ _-+-- m Policy Number FEESi Subdivision Improvement Permit - Class 111 ` Public improvements: 3°0 of estimated construction costs ' Private improvements: 3% of estimated construction costs o Improvement Permit" —Class IV: See attached Minor p ant schedule` t Inspection Fee S 11 t'• ' PERMIT VALIDATION' Permit Fee PERMIT.NO. ' Penalty. , Cash Deposit -Surety Bond . DATE APPROVED if required EXPIRATION DATE TOTAL: S DATE ISSUED Receipt No. Received by , By r' Date Administrative Authority Recorded by TELEPHONE: (6191564.2246 ' .,. _ -. .. �i+`•�.�"�i.if�."PiF'F :r ...fir-:;. . „-"J�..-� - ^.�/.`•""� ,�,_,... . r . M ��STRICS �; CO:ACKELLA VALLEY WATER DISTRICT f + SANDRA VILLALOBOS ` 1 Development Services Technician P.O. Box 1058 {� Coachella, CA 92236 (760) 398-2651 Fax: (760) 398-3711 ,4-- r r r " PERMIT NO. 3938 Applicant: Coachella Valley Water District :. Contractor: Coachella Valley Water District Location: Avenida Fernando and Eisenhower Drive Scope of Work: Installation of water connection for fire protection system and partialwater line abandonment In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the. La Quinta Municipal Code (Ordinance 10 § 1 (part)', .1982), all work shall be performed in accordance with the, latest edition of the Standard Specifications for Public Works Construction.(SSPWC) and as directed by and to the satisfaction of the City -Engineer. 2. ' " VERIZON, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. 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 l.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. 5. Work performed within 500 feet of a signalized intersection is restricted between the'hours of 9 a.m..- 3 p.m.' Traffic control shall be set up after 9 a.m. and -removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way: 6. 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., 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control. Handbook (WATCH Manual). A traffic_ control plan shall be prepared in accordance with the WATCH Manual *and submitted to.the City for " review and approval. one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites.. PERMIT NO. 3938 Applicant: Coachella Valley Water District Contractor: Coachella Valley Water District Location: Avenida Fernando and.tisenhower Drive.' Scope of Work: Installation of water connection for fire protection system and ' partial water line. abandonment 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. 8. 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. 9. 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 Quirita. 10. Pursuant` to Section.14.16.370 of the 'La Quinta Municipal Code (Ordinance 10 § 1 (part), 1,982), backfill coinpaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard. Specifications for Public Works''Construction (SSPWC); except.as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in,the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means;- no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide, appropriate geotechnical supervision,,testing, and inspection, onsite, at all times during backfill operations: 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 iaterials 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 6idt 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:coinpacted for the remainder of the project.' PERMIT NO. 3938 Applicant: .Coachella Valley Water District Contractor: Coachella Valley. Water District Location: Avenida Fernando and Eisenhower Drive Scope of Work: Installation of water connection for fire protectionsystem and partial water line abandonment 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. 11. All excavations within City of La.Quinta right-of-way shall be backfilled,. and temporarily'pav . 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. 12. All landscaping, irrigation, decorative. rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 13. Access and egress to all local properties shall be maintained at all times. 14. 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 saw -cut 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.. PERMIT NO. 3938 Applicant: Coachella Valley Water District Contractor: Coachella Valley Water District Location: Avenida Fernando and Eisenhower Drive Scope of Work: Installation of water connection for fire.. protection system and partial water line abandonment C. Permanent pavement replacement shall be installed using a City approved '/4" max medium asphalt concrete as the base course lift and a City approved''/z" max medium finish course lift for capping. Asphalt.concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavementwhich 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 buttjoint created next to the existing un-milled 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 - saw -cut removal lines. • For longitudinal trenches located in a traffic lane:. three (3) feet outside the saw -cut removal lines, or to the lane.line striping., whichever is greater. • For transverse ..trenches across existing street: two (2) feet outside the saw -cut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of.'/4" max medium asphalt concrete shall be installed from saw=cut-edge to. saw -cut edge flush with the existing street surface. The base course lift of paving shall riot 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. 15.. 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. 16. Pursuant to Chapter .12.56 of the. La Quinta Municipal Code (Ordinance 10 § I. (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. I T . The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. .18. 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. WEEKLY INSPECTION REPORT. _ PROJECT NAME Cylil%I% DIN _ PERMIT NOPLAN SET NO. INSPECTOR DATE JOURNAL OF NOTABLE ACTIVITY & ACTION MON) Pane 1 of 2 CONSTRUCTION ACTIVITY SUMMARY YR"10,? MO f Z DATES: thru WORK BY SPECIAL PERMISSION M 0 N T U E WED TH U F RI SAT SUN N I T E TEMPORARY TRAFFIC CONTROL ............ ..... I ................................ Conforming implementaton Non -conforming implementation DUST CONTROL Onsite Measures Track -out Cleanup ................... .................. . Conforming implementaton Non -conforming implementation GRADING ..................... Clearing & Grubbing Earth Moving: Cut& Fill Fine Grading Compaction Testing/Reports STREET IMPROVEMENTS ........ .... ........... ....................... ............. C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC - CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/Reports Material Certifications AC Design Mix WATERIMPROVEMENTS ........... . ................ .............. .................... MAINS SERVICES Compaction Testing/Reports Material Certifications SEWER IMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/Reports Material Certifications STORM DRAINS .......... .... ............. ..... ......... ........ ......... ..... MAINS STRUCTURES SANDFILTERS Compaction Testing/Reports Material Certifications ............... DRY UTILTIES ..................... CONDUITS STRUCTURES Compaction Testing/Reports Material Certifications LANDSCAPING ......... ........... MEDIAN PERIMETER F130 04/02 Page 2 of 2 WEEKLY INSPECTION REP x PROJECT NAME DIN PERMIT NO. 3139 PLAN SET NO. INSPECTOR DATE JOURNAL OF NOTABLE ACTIVITY & ACTION /O - Z IJI/5`Ts1 L t.1 11,9L (!6 6/y . LF I SE5pY ha-w&li? . 1 w NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE 8 TYPE OF NOTICE ISSUED IN THIS SECTION) F130 04/02 Page 1 of 2 COINSTAWICIN ACTIVITY SUMMAb YR MO DATES: t I hru WORK BY SPECIAL PERMISSION MON TUE =-WED THU FRI SAT SUN NITE TEMPORARY TRAFFIC CONTROL OR Conforming implementaton F Onsite Measures Track -out Cleanup Conforming implementaton Non -conforming implementation GRADING ......... MON .. a ..... ............. Clearing & Grubbing Earth Moving: Cut &Fill Fine Grading Compaction Testing/Reports STREET IMPROVEMENTS ............ . C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -'CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/Reports Material Certifications AC Design Mb( WATER IMPROVEMENTS ... ......... ........... MAINS SERVICES Compaction Testing/Reports Material Certifications SEWER IMPROVEMENTS MIME. . ......... MAINS LATERALS Material Certifications STORM DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/Reports Material Certifications DRY UTILTIES . ........ ........ . ... . ..... . ....... .. ........ .... ........... .. .. . - ----- .. .... _... ........... CONDUITS STRUCTURES Compaction Testing/Reports Material Certifications LANDSCAPING X. . ........ .... .. MEDIAN PERIMETER F130 nA/n'5 v awa d. %il r z z �TA/WJIRD6 _ RADIUS L@1./DIST. TANw" i i5.40' 36a 2024.00 553.79 278.63 2 25657.46' 2024.00 917.15 465.58 3 N 25.54. 35a M 60.00 RG.E 1 _ W • H 2 867 C43880 J Approved. 3 ExP . 6-30—OS .�` Nan • CMet RQ . t 23078 V cd carrrY I Date: Appr Revision: 'tl C11II�- Q w OF Cta.1E r Copyrigbt 2002 N a Smith .na e..odlda., ram. B - PREPARED UNDER THE DIRECT SUPERVISION OF Y.T.C. CITY OF�LA UUINTA, CALIFORNIA SHEET 4 . No. nJ REVISIONS D APPROVED DATE MAINIER 0 SMITH AND ASSOCIATES,INC. _ PD-102 70 M ARK ELEV. , 47.998 ' A � � 43880 ACT NO. 29436 �. TRACT of N PLANNING / CML aNGINL'ERIXG / LAND SURVEI7XG LOCATION FD. BRASS CAP IN CONCRETE MON. SIGNATURE 4�6l�ik Qtt�l A.R. ' . OFFSITE HATER IMPROVEMENT PLAN — 30+00.00 TO 40+00.00 5 . . OX WAY. SUITE 301 777 Z. TAHQUITZ CdNY-27-02 2 MILES SOUTH ON WASHINGTON ST. 315 WEST ON 50. 46 FEET ,. � A PORTION OF N . E : 1/4 OF SEC . 36.. T . 5S .. R . 6E .. S.B.M. AND A PORTION OF N.W. i/4 OF SfC.31. T.SS.. ME.. S.B.M. SHEETS - . GS CALIFOJLVM 92262-7066 P1L�f SPRIX . 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A Exp. 8-30-05 � � • ISO BO i20 2008 Iiaiaiw% Smith and Awociats26 laG. 4 .. I ' k AU Rt�hb Rsaer�led SHEET SCALE V -40 _ITY PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E.•C• NO- OF LA�QUINTA, CALIFORNIA 2 �[ DATE MAINIERO, SMITH AND ASSOCIATEIS,INC. B - PO-102 70 MARK ELEV. - 47-99 8 - // 43880 Y.T.C. TRACT No. 29436 OF �, REVISIONS APPROVED CIVIL NNGINB'SRING LAND SVRVBI7NG PLANNING / / • LOCATION FD. BRASS ca>R IN cONCHETE HON. /..�.► �� stsNA LAtC d.S + OFF�ITE HATER IM�ROVEMIENT PLAN - 10+00.00 TO 20 00.00 - f _2 777 B. TAHQUITZ CANYON WAY, SUITS 301 MILES SOUTH ON WASHINGTON ST. 315 WEST ON AVE. 50 46 FEET .. d•Z7-02 A PORTION OF'N.E. i/4 OF SEC.36. T.5S.. R.GE.. S.B.M.8.f9.M. AND A PORTION of N.W. 114 OF SEC.31. T.5S.. R.7E., S.B.M. SHE I' PALM SPRINGS CALIFORNL! 92262-7066 .. - $ 7 60 320 9 81f FA% 3 zs 78 9 TBLBPHONI� ( ) / NORTH BEHIND CURB. JKLD. 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