Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
5143
Finance Revenue Ft.. ENCROACHMENT PERMITPUBLIC WORKS CONSTRUCTIONNpNCE_ DES' For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED.SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:August 1, 2006 LOCATION OF CONSTRUCTION (Street address or Description): Dixon Building 51-350 Desert Club Dr. VUP 203-019 PURPOSE OF CONSTRUCTION: Additional office space and parking DESCRIPTION OF CONSTRUCTION: Add additional office space, new parking lot, landscaping and block wall DIMENSION OFINSTALLATION OR REMOVAL: 4,494 square feet APPROXIMATE TIME WHEN WORK WILL BEGIN:September 1, 2006 TIME OF COMPLETION: March 1, 2007 ESTIMATED CONSTRUCTION COST: $81,123.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) ENTERED COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring asa 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- 7075. 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 wor . Signature of -Applicant or Agent Harbor Place, LLC - Don H. Kramer 55495 Medallist Dr. La Quinta, CA 92253 (760) 392-5043 (760) 275-5154 Name of Applicant (please print) Business Address Telephone No. Don H. Kramer 72-835 Gloriana Dr. Palm Desert, CA 92260 Name of Contractor and Job Foreman Business Address 602127 102118 Contractor's License No. City Business License No. SUA Insurance Company 10ATMAG-201747-GLO1 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL S 2,430.00 $100.00 $ 0 ,000.00) S $ 3, 530.00 I) 275-5154 Telephone No. Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.5 1 43. DATE APPROVED: -Z-O6 EXPO�TIR N DATA: BY: ' v\ Administrative Authority m I,- Yi 0C Date: ,C&f 4 4 a" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT K. ' Location of Construction:'-4-— '5'o I-VU? Z003—CIO, _ L/&— u.wJ A (,2/4 q,-;, Purpose of Construction: of Construction: W" •,,ud s)r-r,; Dimension of Installation or Removal: -5l9r .. . Approximate Construction Start Date: Approximate Construction Completion Date: Estimated Construction Cost: $ ' 5? 1 . I Z3 o v Estimated Construction Cost shall include the removal of a obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: 100Phone Number:(?Waz =':�'1s4 Name of Applicant: [ Applicant Address: Applicant Telephone Number: Name of Contractor: Contractor Address: Contractor Telephone Number: (�l ,) a27�'_�-/ S� Contractor State License Number: j Contractor City Business License Number: ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fee: V Permit Fee: I o0� L As -Built Deposit: (Oo Q. 0 Q Dust Control Deposit: Credit Amount: TOTAL FEE DUE: 3 . 5> 3 0. o U Office Use Only: Assigned Permit Number: S H 3 Approval Date: Expiration Date: Issue Date: Administrative Authority: a f � � l I F .0 4 City of La Ouinta - PM 10 Project Information (<1 acre per Lot or Infill Project)" Page 1 of 3 Form updated & effective 8252005 Project Information Project Phase Project Contractor: Project Phase (Check One): Construction ❑ Demolition Project Name: P/ 9 0 � Project Tract Number: Q6Z; � /G�•� i Lot Number(s): Anticipated Start Date: Project Street . Address:f� Anticipated Completion: Total acres in active construction (<1 acre per Lot): Project Contact Information Please Note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non- business hours. Name: , Title: Company Name: Mailing Address: ' City: State: fflvoer Zip Code: Primary Telephone Number: %lv 0— Fax: 24 Hour Access/Emergency Phone: Cell Phone: PM10 Certificate Number: >, 3 * Expanded PM10 plans for commercial and residential developments > 1 acre are required by the City of La Quinta.. TAPWDEMSTAMGoMe\Q= Sheet PW Release\050824MMI PM 10 PACKET GREEN SHEEP.da I-';Ogzjo� JHA ENGINEERING, INCORPORATED Consulting Civil Engineers Surveyors ENGINEER'-S OP]NION OF PROBABLE COST Project: VUP 2003-019 Prepared on 9-6-05- City: La Quinta, Ca. Job No. 05-2982 - Dixon office complex AA ITEM 4/ DESCRIPTION QUANTITY UNIT UNIT PRICE I I TOTAL SITE IMPROVEMENTS 1 Finish grading, 1.00 L.S. 3400.00 $3,400.00 2 6" P.C.C. / 4.5" C.A.B. 5,900.00 S.F. 6.00 $35,400.00 3 6" SDR 35 Drain piping 332.00, L. F. 3.50 $1,162.00 4 Drywell - 2.00 EA. 13600.00 $27,200.00 5 4" P.C..C: sidewalk 1,420.00 S. F. 2.50 $3,550.00 6 Paint 4" wide white striping 15.00 S. F. 2.00 $30.00 -7- StandaFd POFIting-W. ks 8 Paint internationals mbol of accessibility 2.00 EA. 200.00 $400.00 9 Accessibility signage 2.00 EA. 300.00 $600.00 10 Twide concrete ribbon gutter 50.00 S. F. 3.00 -$150.00 ,11 Brooks 1212 Catch Basin or equal 1.00 EA. 60.00 $60.00 -L-F ------ 4QM 13 6" NDS Area drain or approved equal 5.00 EA. 5.00 $25.00 14' Concrete Pavers 931.00 S. F. 6.00 15 ADA approved handrail - 2.00 EA. 500.00 $1,000.00 -71-7 6" Curb only 256.00 L.F. 10.00 $2,560.00 T 3, -------------- 41921 Beacon Hill Suite A Palm Desert, Ca. 92211 -760-779-0657 Sheetl GRADING NOTES PRECISE GRADING PLAN FOR :LA OUINTA CHIROPRACTIC AND NUTRITION CENTER aFORTUNACAVE CADIZ SITE VICINITY MAP ' . UTIL rrY COMPANIES cv.w.a >eo-soo-xesl p I-e800--SOS-TASe [sEwzox Av-� THE ws COWANY i-eao-.n-xxao ceo�Aoaw�vA[[cr wAIOI orslRmr Tmeo-o-asDe-iasi .awn. wmo AADa saA %�/% �� ± ����..,•,............ .....r Flj A/.. A.°DA, To R°..uu..Av O. AORs .ILL ADr15 ABp1E DK U'A063O A.cLA .91AI1 OC YOfMR YAIID WIDE AN) 011. nAv rz�s[r�[v m s• KAx Tw°[r•vN a°°. q rem n.cs.. A A..,.I.e., sAYA�a,>i+[Y[u uA wui nKl�ivc �a CONSTRUCTION w.V.H.r A— W, V m,°r. J yW .n• M UNIIO I- CLLE[ W W SW4Ci WAON WMDW A p1ri ". A•,• `^weHnV re W eV�'e^u �mm. I^• ^v' M ^°.^^'^ BENCHMARK NOTE: ., u. mr�t �erDvt •N.V a d v.+. W. uH an ••Mr•mu, u' �1 .r "I1e'A• '°��'� ^ SUBTRACT 56.5e FROM ELEVATIONS SHOWN TO OBTAIN •emh r°'i. f w.an M.mi� m u.m .� w •v'�[m,Aw ��.[ 1A• CITY OF LA WELEVATIONINTA EVATION BASSO UPON BENCHMARK BENCHMARK: PRF➢AREO Bl DI ALERT NOTE SECTION A -A oe —z— im�:w°o a SECTION C-C w R w.n SECTION B-B . rA u ' e[ uw[IIw aS NW uu HW.w C[v/A,Cr `a'meu 'a`na,RA"''N'[ w •uNm`c�.. a:n[.a� :— m n[m=>°:,aN:�o"°I`w: nn nao m[vm ou �>voNOlArw owAma 11 PAVING NOTES . . THE Sows ENONEER Arm ENUTHEERwO CEaoasT SHALL EAaROSE sTSBaEHr SUPER-1 coxNa wRum cRAowc To wsuaE caNPUANIx xTTH ME PUHS sPEEDrcATmnx AHo caoE LFGA D S RIPTION: Eor ' w, DID, THEN PURMEw. 1 CUM TRACT , yE3FA a Dn3 SOBS EHONEER; ;";,° •w 1", •Je' u,•- is � T , ^ • C^t}.\- Y., 91 i:liAbGiv wA{+i,p OWNER /DEVELOPER: _TP4 Cum LA TA, CA 9xx3] C — 8D) SSS-3333 ' DMtirGITT— �tr,IRr. (//III \mil DIAL TOII. FREE •w ,K *m?ctl wor wAvwe �,. IIRI w roc rWEratu ° '� O A -Ai -or w� saA"m;w a rssme n,rn� ww IAw i-800-227-2800 O[K- PAe'r.A Pb pat [a orAn FwEIM'NAwwow R D ex M11 � rr a u QANf1 AT[T--" BASS OF BEARING ENGINEERING, INC. / BITOEIE YW LMl [W l� �prAtn TAvwp U uAY3nauoeemxueoae>msKcw>aN+ N oo vvu v.a ,vna� EwaAH[w0q.w,eon.,a. - R E v ASSESSOR'S PARCEL NO: no-iss-o,o SITE ADDRESS: Suw CE l auo ---- :;11 Y al LA OUINTA PMn Svt No. LA DUNTA CALPORNIA S H E E T GRADING PLAN 1 VUP 2003-019 LOT 10 BLK B DEW=FF CLUB TRACT I DR. JOHN R DIXON CASH DEPOSIT STATUS SHEET* Budget Account No. 1- DIN: Project Location:Dixon Office Bldg, VUP 2003-019 Developer: HARBOR PLACE, LLC; SANTA CRUZ, CA 95060 ®CASH SECURITY - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT Dust control; E]As-built plans; ❑Removal of temporary improvements Other ❑CASH PAYMENT - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT CHECK NO. 1694 DATE DEPOSIT DEBIT BALANCE Amount Receipt # 8/3/06 $820.00 $820.00 COMMENTS SEE ENCROACHMENT PERMIT NO 5143 AND PSN 06114. NOTE DEPOSIT IS FOR 820.00 FOR 100% OF THE PM10 4350 WHICH INCLUDES PERMIT AND 10 DEPOSIT. PERMIT FEE IS 4350-820. 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 the City incurs costs satisfying obligations of the developer, or 2) CASH PAYMENT- to provide a source of funding for improvements, property, or services to be acquired, or administered, by the City at the developers expense. The City will release the fund balance when the developer'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) 11 AUG 0 4 2006 CITY.OF LA QUINTA FINANt♦E D8 FM 8/00 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5143 The following shall always apply. ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded .as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, -steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes' necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. AIl. 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 unlit all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work: ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( '• N/A'. ) inches of A.C. paving placed on ( " N/A " ) inches of ( " N/A " ) aggregate sub -base course having an "R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ®. R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( " N/A " ) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/:") of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation,which the State of California or City of La Quinta may conduct in. this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may 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 fumished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty, percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of Califomia, 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 ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch (" N/A " ) 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. 'N . PERMIT NO.5143. Dixon Office Building/Precise Grading NUP No. 2003-019 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. Harbor Place, LLC (Contact Don Kramer), hereinafter referred to as "Permittee'. .shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5: Pursuant to Section 6.68.050 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: Moriday-Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:30 a.m. nor after 4:30 p.m. 6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. 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 1 of 6 PERMIT NO.5143 Dixon Office Building/Precise Grading NUP No. 2003-019 8. 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. 9. Pursuant to Section 14.16.110 of the La Quints 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. 10. 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 11 Any land on which Williamson Act contracts apply shall remain undisturbed. 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. 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. 14. 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 2 of 6 PERMIT NO..5143 Dixon Office Building/Precise Grading NUP No. 2003-019 15. 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. . 16. 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 Associate Engineer at 777-7089 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 Uniform 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. 17. '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. 18. 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 19'. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 20. 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. . Special Conditions Page 3 of 6 PERMIT N0.5143 Dixon Office Building/Precise Grading NUP No. 2003-019 21. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris; the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 22. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Associate Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 23. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 24. Pursuant to Section 14.16.310 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except.as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. 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. Special Conditions I Page 4 of 6 PERMIT NO.5143 . Dixon Office Building/Precise Grading NUP No. 2003-019 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. 25. 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 exeeed 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. 26. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 27. Access and egress to all local properties shall be maintained at all times. 28. 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 iof 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. Special Conditions Page 5 of 6 PERMIT NO.5143 Dixon Office Building/Precise Grading NUP No. 2003-019 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'h" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcutremoval 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 V 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. 29. 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. 30. 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. 31. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 32. 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. 13. 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 6 of 6 4 1 �ti � �f�,� i'�1 � dirt•.✓ �T TitG �� (�`+�4c• ,.,� Ps.,�'.0 'y..� !/-Zu By: �'` �`'~' Title: ic' enehctic.9n�specon Page of CADooumems and Settings\jrey\MY DocumdusUnspector's Log doc Zo©1 Date: �/ S I M T, W I TH I F S City of La Qu'inta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: Clear Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: ..S =i/- Wind: Still ❑ Moderate ❑ High ❑ f� T e,, 9',/ 949,E �i� s 13 By: '` Title: 'gwtxuctiau 3m.pectcsn Page of MM c.00cvmerts and Settings\jreyWy DoamentsUnspector's Log.doc