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4036
NOTE: —: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit' APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 DATE: 10/22/03 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Tract Map 30487, APN 762-240-013 on Ave. S$ (Street address or Description of Location) PURPOSE OF CONSTRUCTION On —site street Smproveoients Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Street improvements, sidewalks, curb and guttaarn for 3.) Iota *Sea attached special conditions* ft&- DIMENSION OF INSTALLATION OR REMOVAL P.S. No. 03056 SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 12/18/03 APPROXIMATE TIME OF COMPLETION 12/31/03 ESTIMATED CONSTRUCTION COST $ F97,z6` -22 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) 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 occurring 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. 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. � r Signature of Applicant or Agent Santa Rona Trails, LLC (Chet Allen) Name of Applicant (please print) Business Address Telephone No. G.L. Gayler Construction, Inc., 62550 Polk Street', Thermal, CA 92274 (760) 399-5308 Name of Contractor and Job Foreman Business Address Telephone No. 524011 01232 Contractor's License No. City Business License No. Arch Specialty 39DCGL000 Applicant's Insurance Company Policy Nunimr-- —6�L�u . na FEES: Subdivision Improvement Permit —Class III Y 1 6 2003 Public improvements: 3% of estimated construction costs LLDEOC Private improvements: 3% of estimated construction costs cl ANCE EPT. 4 QEPT. Minor, Improvement Permit — Class IV: See attached schedule a i°t nn Inspection Fee $'20'00 PERMIT VALIDATION Permit Fee 100.00 4036 "\ PERMIT N0. `Penalty K ., 12/9/03 Cash Deposit -Surety Bond DATE APPRO VED if required .l�..S3d 7-'�.Z.Ca°'� TOTAL: EXPIRATION DATE 12/31/04 $ s DATE ISSUED Receipt No. By Received by Date Administrative Authority Recorded by % Telephone: (760) 777-7075 • . - .., �; NOTE: � .. • With proper validation. this form'constitutes an. - CITY ' OF to OU INTA' . t encroachment permit, - - ". f9 .,, ` , APPLICATION_ FOR PERMIT - PUBLIC WORKS CONSTRUCTION (ENCROACHMENT}' - F For the construction of public or private' curbs, driveways, pavements,'sidewalks, parking lots, sewers, water.malns and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED'SUBDIVISIONS ;o,., . • ~', •-- "" �. Subdivision Improvement Permit —Class III 10-22-03 '. �- c ' DATE. - , . , Minor Improvement Permit Class IV `Tract Map 30487, APN• 762-240-01-3 on Ave 58 CONSTRUCTION yLOCATION-OF •- - (Street address of Description of Locetlss'��►►��... Y j �i ` • ,�• ,.,_ . s. '- • - '_ • _ ' ? t'reet Im rovements-i • p Sketch (attaeh�wnstruction lens If appropriate) a PURPOSE OF CONSTRUCTION p , . and i DESCRIPTION OF!CONSTRUCTION roe I mproyemen s ±'V 0305O a sidewalks, ,c� r� h and11lat.tPra. fnr 33 inter' ; Y, , ' c DIMENSION OF INSTALLATION ORREMOVAL SIZE OF EXCAVATION, IF NEEDED' ' +. APPROXIMATE TIME WHEN WORK WILL BEGIN _ y S 1 APPROXIMATE TIME OF COMPLETIO _ P ' ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improveme '. -In consideration of the granting of'this permit, the applicant he ree 'to. Indemnify,. defend' and save the City, Its, authorized agents f r, tall ployees, harmless from and against any end'all " liabilities loss penalties, or resulting from claims or et an rig ny accident, loss or damage to persons or property happening or occurring as a proximate result bf n or rid% ken rider permit granted pursuant to this. application. •• ' - Notify the Administrative:Authority at lea n -f r ( Yhou nee of the time when work will be started. Comply with all applicable City Ordinance th arm d ditions of the permit end all applicable rules and regulations of the City of La. Ouinta end to pay for any additional re a nt ry as the result of this work. • Signature of Applicant or Agent Santa Rosa Tr.ai Is, .LLC. - (Chet AtIen), (` ' Name of Applicant (please print)'. Business Address , Telephone No.. G. L: Gaoler Construction,'.Inc. 62550 Pojk'St•reet;Jhermal 92274 .(760) 399-5308 a Name of Contractor and Job Foreman Business Address Telephone No. - + r -52401 1' :' 01232 Contractor's.License No. City Business License No. ' Arch Speciality - 39DCGL000422,. Applicants Insurance Company _ Policy Number FEES:. Subdivision I mprovement.Permit — Class I I I " Public Improvements: 3% ofestimated construction costs . Private Improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule-w -0 ~ Inspection Fee $ 1 S Z. O PERMIT VALIDATION Permit Fee PERMIT NO. Penalty , Cash Deposit -Surety Bond DATE APPROVED If required 6. OZO, ,) EXPIRATION DATE • -. TOTAL: $ - - , DATE ISSUED Receipt No. .By Received by ` Date__,_ Administrative Authority Recorded by " '. Telephone: (760) 777-7075 - � I t4 Santa Rosa Trails; , LLC ..— ,Chet Allen ----r Managing Member: Vice President 1603 Traske Road Encinitas, CA 92024 i ti (760)634-1031 Cel(760)i716-1031 1 Fax (760) 634-3117 ` "It allen@g5enterprises.com • u 0 Dec 03 03 04:29p Aug 21 03 01:220 G-i L. Gayder, G.L. caAer con�"ction co. Inc. post calce 13ox "13 . Thermal. CA Maxi , (760) 3944" tDIUCe (760) 7744676 bell_ (760) 393d210 tax TO, 0 5 Enterprises I Project 1603 Traske Rd - Encinitas, CA 92024 Location 634-1031 I Plans - 760-393-4210. Owner _-...�.._.. -- Description City Unit Site Grading, L. Clearing of Site I 12,700 LS CY 2.4nport LS l 5 3- Prewater 33 Earh 4. Fine Grade Pads CY 5. Excavation I 9,270 49�70 SF SF 6. Rough Grade Street +-3 Section Total I Street lmprovernent I 4 Each 1. Catch Basins I 2,767 LF 2. 6" Curb & Gutter 1,560 SF' 3.4" Sidewalk ; 220 LF 4.6"Face Curb 44,100 SF S. 3" AC on 4' Class 2 Base, 13,190 SF 6.5" AC on 6.5" Class 2 Base i 1 Each 7. Stop Bars 1 Each ac 8. Stop & Stred Sign 1,463 SF 9. Sawart & Remove AC (Lump ) - 4 c ab Fe to. W81 Street Signs l3 LF 11. IS" RCP 2 Each 12. 48" Dry Wells I 690 LF 13. 6" PVC Pipe Section Total Contract Tonal Conditions 1. Construction water to be furnishc� on site at no expense. 11 2. Stamped concrete will be $6.35/SE. 3. Dust control dining our normal k hours only. 4. AC paving to be Completed in on in in only. Additional $1500.00 +- .OS/ SF clean and tack if second move in is required. 5. lend clearing may be excluded (see quote). 16. import may be redrued by low Cy of import as mq,,ded Load count Oay be used for price control 7. Billing by 1st due by 15th S. 6" drive approaches if required -41 be S3,70/SF. I ACCEPTED FOR R BY - i�aaae ton Ol. r C°mi Cb, I T ME i S i p.2 . proposal Date Proposal # 82V2003 2191. ` Tract 30497 Site Devclepmeot 58 & Madison La Quinta = hacker011651 G 5 Ent. Unit Price T_. Total J 17,580.00 17,590.00 5.76 •73,152.00 9,300.00 11,300.01 460.00 15,190.00 139 9,970.00 0.07602 3,450.00 127,632.00 4,300.00 17,200.00 9.10 I 22,412.70 2.50 3-N-00 9.50 2,090.00 1.09 47,629.00 1.65 21,747.00- 450.00 450.00 450.00 450.00' 1.74993 7,560.00 175.00 500.00 69.00 9,976.00 4,000.00 8,000.00 4SO 3,105.00 139,018.70 266,650.70 1 VUJGLJf Ul JUHN HACKER �u JOHN HACKER & ASSOCIATES Consulting Civil Engineers - Surveyors PAGE 62 15 $107. 9',� ENG.INEER'S OPINION OF PROBABLE COST ' Pro;ect: Tract No. 30487 Revision B 04/18/03 City: La Qulnta, Ca. Job No. 01-1681 ITEM DESCRIPTION QUANTITY UNIT UNIT TOTAL . PRICE STREET IMPROVEMENTS Rock Ilned erosion protection blanket 72.00 S.F. 20.00 $1 44 Drain throw h curb (Riv. Co. Std. 310 50.00 Lf, 15.00 ..00 $750.00 ;3 Sawcut and remove exist A.C. 5,607.00 S.F. 4°00 $23 228.00 Local de ression I 64.00 L.F. 00.00 $640.00 3" A.C. /Qr5" lass II ABinterior 44100.00 SF 1.50 $68150.005.5" A.C. 16.5" Class 11 A.8° 58th Ave 13180„00 S.F. 2:30 0 314.006" P.C.C. Cub d Gutter 2667.00L.F. 7.50 $20 002.50S" [12 Curb onl 207.0 A. 4.50 $931.50 0 Sto bar and sto le end1.00 EA 250A0 $250.00 Street name si n and sto sin 1.00 EA 400.00 $400.00Wide meanderin sidewalk 1154.00 S.F. 3.00$3 462.00 Concrete avers 4,537.00 S.F. 5.00 $22 685,00 13 T e "W-81" ui n 1,00 EA. 300.00 $300.00 14 15 Relocate fete hone ole and riser 1.00 EA. 1500.00 $1,500r00 6" PVG A1NWA C 900 OR-140 160,00 L.F. 15.00 2 400.00 16 Fossil Fiber Model FB-24 Catch Basins 4.00 EA, 2300.00 _I 7 Precast rectangular shallow manhole 2,00 EA. 1600.00 $9 200r00 $3 000.00 1B 20' wide emer enc breakawa ates 1.00 EA. 3000.p0 $3 000.00 19 P.C.C. Downdrains 650.00 S.F. 5 00 3 250.00 _20 6" SDR 35 Drain ipinc,� 546.00 L.F. 4.50 _._ $2,466.00 �i 1 22 8" clean out Access Ramps 2.00 EA. $00.0 0 $1,600r00 R _ 2.60 EA. 150.00 $00.00 GRAND TOTMLr;ni�, ti9 D �i7f ]r '`S!:�!li•�i ll,i �h:I;,,;:;cI,.L:::U�'�I�'`v f; :4;r:°: :•' `''j•f�fji:;L ;'r `fu�b ;:a. _ r1 ,••:i •,• :'.,,.,, ..q.grr r ;'; •.. i Y�•ddJI f.j;,O .. ;IN,,m.,' �. n, •a' •„ Ir rr h!ii G, : ,5' r 1 ��3p,'.iiYiry ��{I! .I�g>, � � �,F 'y. ,yl,.^3:�•y:l I1;1;;r.:'I:: V•anr:,� . ,. N',..1, ]., V., Bi ,.:!I� r. ��+ Y. ;!'' :�r. ..In p"�. , h�r. qq, '1'i'.4 � � 'c J'ra:'rr'{'q,,�"1�n.�r 1, '.]!iji.^,I.: � I,'• 4'i9 - � :n., ;y';'�, ull r : ��.; �Y'kt✓! lyre! Q 7�n°r „1; ..� I;;1'.r ,. �!' li C%In .r, , � . . d;,, F t^fit'''°4 'F %:i'. .k:r�r;':- •. '{r�•..,. ..,...1•,'yt`r' u;Y I'r :'v.!r:']i'' ,i:.:7: IS^..1' Iv:.::5ei':;;`.:�r:u7 ±niGF^�, r{ + ii,,• i y r� .: �.� •d; ,,j, elir"�. u. -it. :aa:q � •1'•,IM,i� �i 114 � 4 it (�j � (� L': � n; � =: ":•i.?..; .A:: 9 7M1..1�; � rG �' �' .,,•�..r5 ', !'F r:�'i. ilItt: Pi: •'�p�+rra . I I _,,{J�.Y:V :�, d.L J?i.•: ]19!:n�� .G: ,.r�ylii�:}�IB.�{:::�'A•' 'I •�!�,!;1u11 aA.'F.: � !,':I � �i` •j.r i.]::!r. �'ii{'.''� :;•:;':::y..r ,;r.r ',!:`y%.L6.�'I 4 I'• �r �T',;. � � {{ :: { °: f e • :, d� 1 h, 1.,. a!il{.Id ' i{'.uTr•'r.:!�Il�r.. Y1°1w � ''�i (.: ri ' ;41"'IM' �!4 �. '' � ,ir' ,I .i�'r'i �':" ,r1.' i,.rt' r; )���. .,.>{. ,,.r � ]gc�i:.ai r . t' , ra4..�nWl �1 i 'y:ftN ] I �' ,: I:.uf...,1. � A� . ; I Iii': 1' . d F, . +,�r: r IiI. � �..J' ���r� 1�.. r .. "1 • �,y' 'r! ':i � '4f?,Z � ^,'1:!II�:%r "'"�t ' , . y, r) �:•iar� 4°.I.;f;j; firy.i,lrldi4'i' i``�„��1:'.:::�' ' ..v': ".,�..1°iiL"A?iP,C,fi(!M`.::W' a� 9d t, Ih•,: r,�. , 68487 Highway 111 Suite 44 Cathedral City, Ca. 922U Phone 760°324„0216 Sheet1 PERMIT NO.4036 Santa Rosa Trails/On-Site Street Improvements/Tract No. 30487 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. 'Santa Rosa Trails, LLC, 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 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. 5. 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. 6. 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. 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. 7. 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. Special Conditions Page I of 4 PERMIT .NO.4036 Santa Rosa. Trails/On-Site.Street, Improvements/Tract No. 30487 8. 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. 9. 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 StandardSpecifications 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. 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. Special Conditions Page 2 of 4 'NO. PERMIT Santa Rosa Trails/On-Site Street Improvements/Tract No. 30487• 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: 10. 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.. , 11. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall'be replaced to its original condition. 12. Access .and egress to all local properties shall be maintained at all times. 13. 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 1/4" max medium asphalt concrete as the base course lift and a City approved''/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to, its placement.. D. Cold -Mill and Overlay The existing pavement -which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled, area and base asphalt concrete in the trench area shall be.overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: r Special Conditions Page 3 of 4 PERMIT NO.4036 Santa Rosa Trails/On-Site Street Improvements/Tract No: 30487. • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the'sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of.'/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the, satisfaction of the City Engineer Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall, conform to the surrounding grades. 14. Permittee shall permanently stabilize any and all soil that was disturbed as a result bf work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately, after completing the operation. ' 15. 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 netwprk) 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. 16. The City of La Quinta reserves the right to revoke, suspend or void this permit.at any time. 17.' 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. 18. If it is the intent of the permittee to cut the pavement and have it restored by a thiird 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 4 of 4 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4036 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 withrubber 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 shallbe 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 ''/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. ON 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 (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods maybe substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 7) 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. CASH DEPOSIT STATUS SHEET* Budget Account No. 101-000-261-• ' DIN:30487 Project Location:SANTA ROSA TRAILS - Developer:CHET ALLEN 1603 TRASKE ROAD ENCINITAS CA 92024 (760) 634,1031 ®CASH SECURITY - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT ❑Dust control; ®As-built.plans; ❑Removal of temporary improvements Other .®CASH PAYMENT - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT -ONE THOUSAND AND 00/100 DOLLARS .CHECK NUMBER (264) DEPOSIT - DATE Amount Receipt # DEBIT BALANCE. 12/1.6/03. $1,000.00 •$1,000.00 III COMMENTS TOTAL DEPOSIT FOR AD BUILT $1000.00- Cash deposits placed in City administered trust accounts are typically received for two basic reasons: 1) CASH SECURITY- to provide a source of funds for the City to draw upon if thebtyincurs costs satisfying obligations of the developer, or 2) CASH PAYMENT- to provide a source of funding for improvements, property, or services to be acquired, or administered, by the City at.the developer's expense. The City will release the fund balance when the.develope's obligations that prompted the cash deposit are fully. satisfied. The release function is initiated via the Request/Demand for Release of Cash Deposit (Form F058) DEC 16 2003, r. CITY pF i ¢« ~•;----_.._�. FIP1Aty. Pl: �r1r'A Pti F059 8/00 MAR 2.12005 clryoF FINANCE. FINANCE p UINpq tr- i EPT. Revenue Code March 21, 2005 Mr. Chet.Allen Santa, Rosa Trails Re: Encroachment Permit No. 4036 - Tract Map 30487 On -site Street Improvements for'Santa Rosa Trails Dear Mr. Allen: Please; come to the Public Works Department counter'and pay the following permit fees to renew this permit. . The renewal fee is as follows: r Encroachment Permit -,renewal of expired permit $100.00 plus_ 10% of original fee for each year the permit has been expired ORIGINAL PERMIT FEE -10% EXPIRATION PENALTY For each year permit has been expired. ` $3,020, $302 '$100 . . RENEWAL AMOUNT -DUE: If youhave any questions or need additional information, please call Jesse Jimenez at (760) 777-7089. • Sincerely, Anthony Colarossi Assistant Engineer Public Works Department CC: Raoul Martinez, Assistant Engineer II Jesse Jimenez, Counter. Technician Permit No. 4036„ nstitutes an m noerf6perri CITY OF LA QUINTA ent p t., APPLICATION` FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT). 0 For ' the:. conistructio . n of. public or pirivait e *cur . bs, driveways, pavements, sidewalks, parking'lots, sewers, -'water mains and other like -public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: Minor Subdivision Improvement Permit — Class I I I Minor Improvement, Permit Class IV LOCATION OF CONSTRUCTION Tract- Map 30487, APR 762-240-013 on Ave. 58 (Street ad.dreis of Description of Location) pU.RiP,OSE,0F CONSTRUCTION . On"site street impri6veiients Sketch (attach construction plans if appropriate) DESCI PTOFCOVSTRUCTI ON Street improvementfflscur s�dewaand,gutteri—Yor o.ts *See attached speciafconditions* DIMENSM.OF INSTALLATION OR REMOVAL P.S. No. 03056 • SIZE OF EXCAvAT101 NF , 'NEEDED i' APPROXIM6TE TI-ME'WH'EN WORK WILL'BEGIN'.112/18/03 APPROXIM . ATE*.TIME . OF COMPLETION . N 12/31[0 .-ESTIMATED CONSTRUCTION :'*'c6ST$' (Including. removal'of all obstruction, e mat rit als, and clibris, backiilling, com. pa . ction and ,placing permanent-res6rfacing and . /or replacing improvements) In consideiati6n of tb6,granting of this permit, the applicant hereby agrees to: indemnify,td6fend. and save the City, its authorized p . en.alties,� liabilities or -lost resulting sulting from agents, officers;officers;representatives and employees, harmless from and .against any and all �rn claims or court actio.h.and arising out of-any*a6cident, loss or dam . age to persons or prop I erty 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 twenty-four .(24 hours in advance : of the time when work will be started. Comply with all applicable City -Ordinances; the'terms c and 'conditions'of the permit and all applicable: rules and regulations -of the City of. La Quinta and to . pay for an0nal replacementdditio necessary -k sary as the result of;this v "o"' r 'Signature of Applicant or Agent Santa Rosa Trails, LLC (Chet Allen) Name of Applicant (please print) Business Address Telephone No. G.L. 'GAyler Constru.htion. -Inc.. 62550 Polk 'Street; ..Thermal, .CA 92274'(760) 399-5308 . Name of'Contractor and Job Foreman Business Address Telephone No. 524011 Contractor's Lic6ns6 No. City:Pusiness License No. Arch Specialty 39DCGL00647 .Applicant's lnsulra*nceCompany .FEES: .Subdivision Improvement Permit — Class III Public.improvemi.Ints: 3% of'estimated *construction costs Priva�tp improvements: 3% of estimated construction : costs Minoir. Imprbyenjqnt Permit -m-.Class IV: See attached schedule Inspection Fee . $ 5 .920..Op' -Perinit 'Fee 100.00. tv, �•_a3.000_ Cash Deposit -Surety Bond if required TOTAL: 0. a Receipt No. Received by Recorded by Date Policy N U DEC 1 6 2003 y Qu CITY OF LA QUINTA 7FTINAt4CE olc.�o C or:PT. '40 A j. PERMIT VALIDATION PERMIT NO. 4036 DATE APPROVED 12/9/03 EXPIRATION DATE 12/31/04 DATE ISSUED By Administrative Authority Telephone: (760) 7774075 March 21, 2005 Mr. Chet Allen, Santa Rosa Trails Re:. Encroachment Permit No. 4036 — Tract Map 30487 On -site Street Improvements for Santa Rosa Trails Dear Mr. Allen:. Please come to the Public Works Department counter and pay the following, permit fees to renew this permit. ` The renewal fee is as follows: Encroachment Permit —'renewal of expired permit $100.00 plus 10% of originalf6e for each year the permit has been expired ORIGINAL PERMIT FEE 10% EXPIRATION PENALTY For'each year permit has been expired . $3,020 $302 $100 RENEWAL AMOUNT DUE:, $402 If you have any questions or need additional information, please call Jesse Jimenez at (760) 777-7089: s Sincerely, Anthony Colarossi - Assistant Engineer I. Public Works Department Y CC: Raoul Martinez; Assistant Engineer II Jesse, Jimenez, Counter Technician Permit No. 4036 ' Y,... ,alidation .6hstitutes an -Il"! merit permit` CITY OF LA QUINTA . " APPLICATION FOR PERMIT' PUBLIC WORKS CONSTRUCTION (ENCROACHMENT: For the construction of. public or ' private -curbs; driveways,, pavements, sidewalks, parking lots, sewe'rs;'water mains and other like'public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS 10/2,2/63 Subdivision Improvement Permit — Class III DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Tract Map 30467, APN 762--240• 013 on Ave, 581' (Street addrels or Description of Location) PU.RPOSE-OF CONSTRUCTION Ors -site 'street improveir ents Sketch (attach construction plans if appropriate) DESCRRIPT QQN OF CO[VSTRUCTION Street itaprovements. sidewa�hs, curr an�d+.;gutters for.. ,. 19ts *Se'e attached special' conditions** . DIIVIENSION.'OF INSTALLATION OR REMOVAL : F.S. No. 03056 SIZE'OF EXCAVATIO'N.IF'NEEDED lµY...17.....tx, :.. APPROXIM�kTETIMEINHENWORKWILL'BEGIN'.12' 18 03.. ' APPROXIMAtPTIME OF COMPLETION 12 31 (13' ESTIMATED CONSTRUCTION COST $ r97;Z69, (including removal':of all obstruction, materials, and debris, badcfilling, com- paction and ,placing permanent resurfacing and/or replacing improvements) In consideration of the: granting -of this permit, the applicant herebyagrees to: j.. 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 occurring; as aproximate 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 * "the time when work will be started. Comply with all applicable City .Ordinances; the terms and 'conditions'of the permit andpll applicable: rules and regulations -of the City of. .La Quints and to pay for any additional replacement necessary as the result of this anrork. r Signature of Applicant or Agent Santa Ras T 11 a ra, s, 41.0 (Chet Allen) Name of Applicant (please print) Business Address Telephone No. Gayler Con©truation. l:stc,., 62550 Polk Street,. Thermal,. CA 9227A (760) 399-5308 . Name of'Contractor and.Job Foreman Business Address ' Telephone No. y .'. 524011 01232 Contractor's License No; City Business'License No. Arch Sp,eclaltq 39DCGL000 .Applicant's Insurance Company P I' N BUY 'FEES: ' .Subdivision' Improvement Permit — Class 111 Public improvements: 3% of'estimated'construction costs Private improvements: 3% of estimated construction: costs Minor Improvement Permit —.Class IV: See attached schedule Inspection Fee , $ 5..920..00 Permit Fee 100.00 . :pi:galt�z}�l:;.C`l.�•<�.. ytb,�r-�_"319DJ: � J Cash Deposit -Surety Bond - if required TOTAL: O Receipt No. Received by Date Recorded by o Icy u DEC 16 2003 �3 0, of QUINTA FINANCE OEPT :.> 4r•�; u . PERMIT VALIDATION PERMIT NO. .4036 DATE'APPROVED i2/9/03 EXPIRATION DATE 12/31/04 DATE'IYCSUED } �•.�I `� /y%�? 1` Administrative Authority Telephone: (760) 777-7075 9 •a.ux:a9�H#`Rsv'ac4:'�+motiMk a�.r�•.�x�=::a�•�.,-�a.s=::,twrm.o:i•1,�a�c�m": 0-0.2668 ngineering .Siddden-E_ - : . �. ~• 6782 Stanton'Ave:; Suite:A; Buena-ParK;.CA 90621. s: (71:4)°:523-0952:' Fax (7.14).5234369. " ' .39=725 Garand Ln:, Suite..G; Palm Desert;:CA. 92.21.1^ • "(760) 772=3893: " f ax'(760) 772-3895. ", • ..::: Date::g 2 D Job: No, 5; 23z7 FIELD. :'MEMO . ,Project Name" v��,c�'^� . _ Client: - I Site .Address, Job" Phone th r Work Done ; os-�- e vM ev�� t Test- Summary l Footings Inspected' .. :Test No. ` = :" �) V ` Location " !— Elev.. • � -Dry' ... Moist .� %Relative ?Ref.'Max Moist L Density % . Compaction '.•pcf 't` � j •;� . ^ �, /04-69 Iva ,5' 7 3 - . 77 Comments' '( Field Tech.F. Super. or Agent 241hournotice-requested to. schedule Field Technician`Thank•you for• the.opportunity,to be of service ' ram-.. � � .. ..� -� �" t ,. �.. y V - ---, .. - - r - .. - ,,,�. `- 1 u I • " a � .Y/ 1 , '' i , �`,A ; w�, '. . ar. h /: ww..ra arr'•...! n, *+, K�..w+.}w,.rwr r.�..r.y� ...+.w+, t...,.>n-r... I It ir''i'ia V 2 V V8` , en.Engirt gyring: -> >q 3 . r;s '6782 Stanton. Ave., Suite A -Buena Park; CA 90621 (714) 523 0952 ' ;Fax (71.4) 523-1369 { ; 39 72 f Garand Ln:,•Suite. Palm Desert; CA 9221?' (760) ZZ2 3893"',� Feic (760) .772=3895 - rti 1< Date obi G�, x , Job No. • _� � .. - � � ,� rl, . - • _ . j. fljELD MEMO' . Project Na ems.. �; �� �s� �' la-,Ae Client: _.Site Address~ 'Job Pho.ne`... ' JE V Work DoneIle Ggyf,O�G`Fi.�it on ,,T6st'Summary / Footings Inspected r Test <:. a� '; " :. ' ✓�— Location ' rElev. Dry Moist % Relative Ref. Max; No. -� . Density:- °/a " Corn action . , pcf `% Q 63. ,; �. .: r ILF V111- 99f • _ o 90 k.. ' . • yam, .- � - .. r Comments :. ;,- A 111 r� Field Tech. j Super. or.Agent, ' t 4 • mil'.; 24 hour notice'requested to. schedule Field Technician: Thank you _fore.th'e opportunity to be -of service: