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3765NOTE: 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 I I 1 is DATE:Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 20200 cm,3a7 r�=!� deli 3 cif{ __j nt 2z l� (Street address or Description of Location) PURPOSE OF CONSTRUCTION 02--�-?- Urht ��LLA-LtACfl Sketch (attach construction Ian's if ap propriate) ppropriate) DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL ROM SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION T a > 1"'''0)3l ESTIMATED CONSTRUCTION COST $ ` 0-0225o©9 (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. Signa ure of Applicant or Agent Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City, Business License No. i s� Applicant's Insurance Company. Policy Numbe��—p� FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by Date o C%V i '7-�' PERMIT VALIDATION PERMIT NO. 27C25 a � DATE APPROVED 5- 2002 EXPIRATION DATE ') o E 3� 200Z' DATE ISSUI`D /.��L2' � By fl'7f b 8L _-P�1 Administrative Authority Telephone: (760) 777-7075 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 DATE: October 14, 2002 Subdivision Improvement Permit — Class I II Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION . 50521 1/2 Jefferson Street (TheCitrus at Pomelo and Jefferson) (Street address oe Description of Location) PURPOSE OF CONSTRUCTION Signal light installation Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION _Signal light installation DIMENSION OF INSTALLATION OR REMOVAL n/a SIZE OF EXCAVATION, IF NEEDED n a APPROXIMATE TIME WHEN WORT( WILL BEGIN October 14, 2002 APPROXIMATE TIME OF COMPLETION March , ESTIMATED CONSTRUCTION COST $ (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. Signature of Applicant or Agent Cynthia Zamorez 50905 Avenida Bermudas, La Quinta 92253 (760) 564-7183 Name of Applicant (please print) Business Address Telephone No. DBX, Inc., Jim Perry 42066 Avenida Alvarado, Ste C, Temecula(909) 296-9909 Name of Contractor and Job Foreman Business Address .92590 Telephone No. 240547—C10 & A C�f ti;acWTalii gsg NYhsurance gtM9X"s3&�?tse No. WC: State. Compensation Insurance Fund 1648067-02 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I II Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Q Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ 5,366.55 100.00 $ 5,466.55 Receipt No. Received by Date Recorded by Ts 0o PERKV' �y _J By Administrative Authority Telephone: (760) 777-7075 PERMIT 3765 KSL/DBX, INC. 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. KSL/DBX, INC., 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 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 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. 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. Special Conditions - Permit No3765_ Page t of 4 PERMIT 3765 KSL/DBX, INC. 8. 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 lane of paved surface shall be maintained at all times. 9. 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. 10. 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. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an 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 - Permit No3765_ Page 2 of 4 PERMIT 3765 KSL/DBX, INC. 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. 12. 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 p6int where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. 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. Special Conditions - Permit No3765_ Page 3 of 4 PERMIT 3765 KSL/DBX, INC. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved''/s" 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 -milted 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: two (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: two (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 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. 16. 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. 17. Pursuant to Chapter 12.56 of the La Quints 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. 18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 19. 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. Special Conditions - Permit No3765_ Page 4 of 4 The following General and Special Provisions an attached to and made a part of Permit No. 3765 GENERAL PROVISIONS 71e following shall always apply: ENROACENEN7' ON PRTVA7E PROPERTY: This permit authorizes work to be aceomplisbed within City of Le Quints 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 permiuee prior to starting work. 73iACKLAYING CONSIRUCIION EQUIPNUM- Cleated backlaying construction equipment shall not be permitted. to operate on' any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shop to. protect the paving during excavations. Rubber -tired equipmeot.oaly shall be used in backfill operations in paved areas. If the existing pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City of la Quints ttbaU 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. surfscing Plus appropriate seal cost as specified above. PR07EC77ON OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La Quints City Public. Works inspectors. Suitable detours and detour signs aball be placed and maintained for the duration of the project. The City shall be oorified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete Pipe, peel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it become ' necessary to remove or Cut existing drainage structures, City of La Quints &ball be notified prior to Commencement of this work. Drainage structures and open drains &ball be kept free of debris at all times for proper. drainage. . RIGHT OF WAY C1EANM. Any surplus material resulting from excavation and backhll'operatimy shall'be removed hum the light of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfW 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 /ball be used immediately after bacidtll. DE -WATER OPERA71ONS: If de-wstering operations are required and pumps are forcing water on City of la Quints roads, it awl be the responsibility of the permutes (contractor) to control this water and to provide off-street barricades when neceaary- CLOSING S7REEFS: No street shall be closed. A minimum of one lace 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•perminee that he must clan a sweet for &ny length of time, Permittoe shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply vim: 760.777.7097• Rd N07IIICA71ON: Permittee shall notify the City &tat least 48 bours in advance of starting construction. RZ UnLITY CLEARANCE. (Substructures) prior to making any excavation within the City of La Quinta right of way authorised 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 span be tie sole responsibility of me permittee. R3 UTILITY Y CLEARANCE., '(Surface Structures) No work &ball be done under this permit until all utilities are Clan of the Proposed work site. 71e Permittee shall notify all concerned utility Companies of the proposed work, R4 PAVENHWf WMFNM: Area berween'the proposed concrete gutter line and the existing red psvemeyt shall be surfaced inches of A.C. paving placed on inches of class aggregate subbase course having an'R' value of sot leas than abd in conformance with City of La Quints Road Improvement Standards end Specifications, Ordinance 0461. R•5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb sh all be graded to •dope of 1/4 inch to one foot (1. Aft GRADE. CHECKING.' City of Le Quinta &ball check grades upon receipt of plan and.proftle and/or grades as established sty a licensed engineer. R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete.curb taod/or Curb and gutter (_feet) iball be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete.gulter sad concrete driveway approach shall be constructed in conformance with City of La Quints Standard I207. R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between tLe property line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on �� of class aggregate base. Driveway construction shall conform to attached drawing. R9 SIGHT CLEARANCE ' Sight clearance of 6W feet in all directions shall be assured and maintained at aU times. RIO SOIL STERIII2MU The area to be surfaced shall be treated with soil sterilizer. Rate of application awl eommply with.the manufacturer's specifications. 1 1 COORDINATE WORK: The proposed work &hall be subordinated to any operation wbicb the State of California or City of Le Quints may conduct in this area during the period of this permit. Work &ball be coordinated -with the State or City of La Quints forces to preclude delay or interference with State of City of L• Quints projem. 12 SURVEY MONUMt7M: Prior to excavation or beginning of construction, all survey monuments which exist on the cemterliae of all streets or property lines when involved shall be completely tied out so they may readily and correctly be replaced by a licensed civil engineer or surveyor at the expense of the permince. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of soy monuments: This office shall be notified upon completion or replacement of all survey moouments for proper project clearance. 13 PAVEMENT* CIT17ING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under mo circumstances shall excavating equipment be used to excavate prior to cutting of 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 rtball o corrected. 14 LuM= OF EXCAVATIONS: Excavatipns &ball be limited to 10001ineir feet 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 excivation 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. 175 BACKFII L MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an -adequately consolidated backfill. Amy material which the City of La Quints deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented of replaced by an approved sand or gravel. 16 BACKFIII. SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than three feet (3) and vibrated using vibrOUunper or equivalent equipment. Alternate methods may be substituted, but in any cane, a relative compaction of 95 percent aball be ♦tt&iDCd with the structural section of the roadway. 17 BACKFiLL FLACFMENT. Backfill shall be applied in layers of mot more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is mot subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction &ball be na leas than 90 percent or equivalent to the surrounding groundre , whichever is the gater eompaetiom. Where pomding 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 lea& to reacb the bottom of each layer and the water supply shall be continuous. 18 COMPACTION TEST'S: 1f so required by the inspector, compaction tests &ball be made at intervals of not more them 1000 feet and a minimum of one (1) tut on each road: One (1) copy of each test &ball be forwarded to the City Engineer for approval and filed prior to mWng permanent repairs. Compaction tuts &ball be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Mgbways, State of California, dated January 1973. 1.9 COMPACTION TESTS: if so required -by the inspector, compaction tests shall be made for each crowing or inrvice line. One (1) copy of each tut &ball be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tuts shall be made as outlined in Section 6.3.01• of the Standard Specifications, Division of Higbwaya, State of California, dated January 1973. O 7124PORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC-900 shall be placed on a prepared subgrade. 71e SC-800 temporary paving shall be placed after a maximum of 3000 limur feet of trench has been excavated and backfill operations completed, but in oo Cam shall the placement of the temporary pavement exceed a five (5) day limit. )1 YTRMANFNI'•PAViMENT REPAIR: After backfill &od compaction have been completed, a temporary patch consisting of two incbea (2') of SC-900 &ball be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch clsss base shall be placed no later than day& after completion of temporary road repair. � 2 FOG SEAL: A fog seal coal consisting of an application of asphaltic emulsion shall be applied over all Patti areas w determined by the City Engineer. 3 STREET RESJ'RIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. 14 TREE RELOCATION OR REMOVALTree relocation within the City -of La Quints road right of way shall be accomplished by a licensed, bonded and insured tree service, and bandied safely without interference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Tree& 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 bigbway; Tie stump bole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to restrict traffic, the work sball be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large boles resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the . surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tea& shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. *******SPECIAL CONDITION FOR PERMIT 3765******* Victor Monz From: Steve Speer Sent: Friday, October 11.1 2002 4:18 PM To: Cindy Zamorez (E-mail) Cc: Raoul Martinez; Victor Monz Subject: Traffic Signal @ Jefferson/Pomelo - Citrus Course Cindy, By copy of this email message to Raoul, and Victor, this will confirm the City's approval to implement the following revisions via the "as -built" process in which the changes are shown as revisions on the as -built plans in lieu of approved revisions prior to construction. 1) The contractor. may use the existing 3" PVC crossing Jefferson Street in lieu of the 4" steel conduit specified on . the plans. 2) The contractor may use the existing 2" PVC crossing Pomelo Street in lieu of the 3" steel conduit specified on the plans. 3) The contractor may install new PVC conduit at locations where there is no existing conduit instead of the steel conduit specified on the plans 4) The traffic signal controller may be located near. the existing meter pedestal on the southwest.corner of the intersection to avoid the visual impact on the Citrus Course monument sign. 5) The internally illuminated street.name sign (ISNS) should be mounted on its own mast arm above the signal mast arm. 6) The contractor may use the existing conduit containing existing street light circuits in the conduit. If you, or any of the staff members receiving copies of this message, have questions regarding this matter, please call or see me. Sincerely, Steve Speer 777-7043 1