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2700"46iTET- � With proper validation this form constitutes an encroachment 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, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: e"v, nzy 14V)�)3 Subdivision Improvement Permit — Class I II Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION AVCk"`, c 5 (nd tl w;41Y3rton 3-"Ten: (Street address or Description of Location) PURPOSE OF CONSTRUCTION L�77OV140 "dr-Ycz CwnCt;tx'icr 1v co DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL LD' 2112LO SIZE OF EXCAVATION, IF NEEDED 02-2 9111LL. APPROXIMATE TIME WHEN WORK WILL BEGIN 1120/90 Sketch (attach construction plans if appropriate) Pt,lnol,a LR, uf°/. APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ n (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: FOP JAN 2 11998 CITY OF LA.OUNTA 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 Name of Applicant (please print) Business Address Telephone No. 77100 2nrc_Zi_,+ Uc;,16 .';. bo 2ol-n pooc,T n CA (760) 350-7994 Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number. FEES: Subdivision Improvement Permit — Class II I 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: 1010. $ 924. Receipt No. Received by Date 2r 1 00 PERMIT VALIDATION PERMIT NO. 2700 DATE APPROVED 1/14/99 EXPIRATION DATE 1/14/9 DATE ISSUED Administrative Authority Recorded by Telephone: (619) 777-7075 r I 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 — n Subdivision Improvement Permit — Class l l l DATE:- I I' 1 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION (Street address or Description of Locati N PURPOSE OF CONSTRUCT N Sketch (attach construction plans if appropriate) f� SCRIP 10 OF CONSTRUCTION aal DIMENSION OF INSTALLATION OR REMOVAL enC SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ ,, (including removal of all obstruction, materials, d 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: Indemnity,defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and ell 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 124) 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 Le Quints and to pay for any additional replacement necessary as the result of this work. TV Ct� Name pplicant (pj#ase print) &:. of Name of Contractor and Jo or Contractor's License No. , I , �Pnatur of Applicant or nt Business ` Telephone No. ;�� ? 687 City Business License No, _ Applicani's Insurance Company CvEN. LIA151LITy Policy Number 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 E' Cash Deposit -Surety Bond if required TOTAL: Receipt No. 5 Received by Date Recorded by PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE DATE ISSUED By Administrative Authority TELEPHONE: (6191 777--7075 . • ` , 1+ � .+ ,� � �.r t � w ,. f r � � � ! � � ,, ` `LT � � ... .- '+t � � � � . • ' ' � � e _ fi: I ^ • f .n ti• '•� r i s. 1 j I � �q 1 s '; y •FF • ° ' t1. ' r '° I ., • - .- ♦ ) Iii, {.i.li�ER�RDIa�I0; tiil�. j f { s �'*`{y • , !' . R.' . ' 77'760 Springfield Land (Suite 8' Palm Desert, Ca 92211 3r t 760-360-7994 3,9'January'.1998 ,T _ '• ti:...,.\. Mr. Mike Rowe' }` •- ' ' `. r Traditions Club) . '' z } • ' - f ,' "• 41-865 Broadwalk ' • Palm Desert, Ca 9221 ld, �� : `; �ti A f +. .' Re:., Installation of IID Conduit System for- Phase One ' Dear Mike: ! tY Following up on our conversation, the cost breakdown for installation of work included ' in the city right-of-way. for permit purposes associated with phase one: ° ' 1,500 square feet g$6.50 each for asphalt removal and repair'• ` 4 $9,750.00 ' I - - 275 lineal feet @ $1.75 each trenching, shading and backfill 41.25. . 4225 'lineal feet @ $3.25'each of 6" conduit 13,731:25' < 275 lineal feet @ $12.75 each of concrete encasement � f 3.506.25 ` TOTAL DUE $27,468.75 Geor uark' _ President i- ! t r R ` .yam • S *.. �,. ^ 'S ^ . tom• \ •• 1�» • fi ^ .. - , . .; }` Y 14, The following General and Special Provisions are attached to and made a part of Permit No.' GENERAL PROVISIONS �r ` n r t r-• .,', The following shall always apply: ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of .' •-� wav ONLY. Whenever construction extends within private property, it is the responsibility or the permittee for his contractors to' secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.- ` TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on w - • any paved surface unless fitted with smooch -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to _ �r ' 4•` ' t. v protect the paving during excavations. Rubber -tired equipment onlyshall be used in backfill operations 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. ' c surtacing plus appropriate seal cost 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, La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the ` ±+ r s j`Y �* . duration of the project. The City shall be notified 24 hours in advance of any traffic detours or delineations. t ` , ^44 r t CARE OF DRAINAGE STRUCITIRFS: Any drainage structure including 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 v't•',. necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. ' ,,.,trt'3r � �. rr. •max,, @•-; . , �, •' G , , Drainage structures and open drains shall be kept free of debris at all times for proper drainage. 5 t w++ : �• ` '� ' { 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 ry ,. immediately after backfill. t 't, DE -WATER OPERATIONS: 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'(contmctor) 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 f' +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 t NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance.of starting construction. ,RI P4 �T , VY R2' UTII"TIY,CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way " -,' { wy ':' '� - authorized b permit, the ermittee shall contact`all concerned utility companies relative to the location of existing YP P Y P g substtvctures. 'Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. r. '� �'Y' ->r' "' [t3 �- 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 inches of A.C. paving placed on inches of class .: aggregate subbase course having an "R' ' rr x A •° .; , y ^ ;+: 'value of not less than and id conformance with City of La Quinta Road Improvement Standards and ` Specifications, Ordinance " {, ` C r-c s R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of . 1/4 inch to one foot (1') µ t .+ ,grade's i R6 ' a ' GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or as established b _ _ '+ v'`�• r T, + y 'a licensed engineer: ' r• M i-*' , r `' R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (=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 N207. tk +' R86 DRIVEWAYS: AtC: driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property, . f =• , '= ''`�' i - , line and the existing road paving shall be 2 1/2 inches of A.C..paviog placed on ( ) of class aggregate base. Driveway construction shall conform to attached drawing. • . ' + i ,R9' SIGHT CLEARANCE: Sight clearance 'of 600 feet in all directions shall be assured and maintained at all times." t ;G R10 SOH. STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the, W • t'V.- f r z "• �" - manufacturer's specifications.dw 1; Rll 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 of City of La Quinta projects. R12 SURVEY MONUMENTS: Prior to excavation or beeinning of construction. all survey monuments which exist on the centerline 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 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 project clearance. R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straiebt to a straight edee 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 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 shall be corrected. R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear 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 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 an adequately consolidated backfill. Any 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 in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not 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 not subjected to extreme swell by flooding operations. Backfill material shall' be placed so that the resulting compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever isrthe 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 continuous. R18 COMPACTION TESTS: If so required by the inspector. compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road. 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 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 Section 6.3.01 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 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of 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 inches A.C. surfacing placed on a inch class base shall be placed no later than 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 RESTREPING: Where street striping is still visible on streets 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 permittee 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 is becomes necessary to restrict traffic, the work shall 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 holes 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 tests shall comply with Section 6.3.01 of the Standard Specifications. Division of Highways, State of California, dated January 1973. w •a hat. n_ ` iC b,r .• . =w r ram' c.•3.� t r c � . - ems. ,3�i,r cri.� • ` t SPECIAL CONDITIONS --PERMIT NO. 2700 " --- Tradition Club Associates In addition to the standard -permit conditions, the following shall -apply:. - Pursuant to Section 14.46.320 of the La Quinta Municipal Code (Ordinance 10 § 1 ,(part), 1982); all 1.. ,' work shall be performedJn 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. r w .2 ti Tradition Club Associates, hereinafter referred to as "Permittee"; shall! be responsible for providing -- continuous dust and erosion control. . a f �3 . - Streets shall be kept clean. They shall:be completely cleaned at the end of each working day. and more frequently if required. 3 R ` ` �� •,yam � :� `. •>` • f • -I � �� `•} _ �_ ~� 1. „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 ` `3maintenance of equipment ,within one-half mile of human occupancy shall.be performed only during F ;'w the following time periods: sOctober•Ist to April 30: ' ' Monday -Friday 7:00 a.m. to 5:30 p.m. t ; • �' Saturday 8:00 a.m. to 5:00 p.m. 4 « r May ,l st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.. { ° Saturday 8:00' a.m. to 5:00 p.m. # #Work shall be prohibited on legal holidays and Sundays. ' �• _ ' �� ire � .. .. . i . t - .•• ^ � fiy },{ ,i "5 Work performed within500 feet of a major or 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 2 i ; Permittee shall contact the Riverside, CountryTraffic Signal Maintenance Department at (909) 275 6894 -if signal operation at the intersection is to be altered in any way.1 ` ' 6 rPursuant:to Section .14.16.110.of the Lai-Quinta Municipal Code_(Ordinance 10 § 1'(part), 1982), t' ` h rYa ;Perrmttee shall assume responsibility, for repair of any pavement damage to any public or'private + r .street and for any damage to other City streets or facilities as a result of work:performed under this a' permit: ' : = 7 ursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § I. (part), 1982), ar i r. nance 1 'advance warning •signs and traffic control shall be installed and'maintained in accordance with'Cal . ' y `' 'Trans Standards or the Work Area Traffic "Control'Handbook (WATCH Manual). A traffic control plan, _if required, shall be prepared in accordance with the WATCH Manual and submitted to the City r, for review and approval one, (1) week prior to starting any construction. It shall be. the Permittee's r ,Iresponsibility to appropriately detour and barricade all construction sites.xt s •, M ; Special Conditrorrs Permit No. 2700. v 'e . Page I of 5 r ' �{ SPECIAL CONDITIONS --PERMIT NO. 2700 Tradition Club Associates --- ,y r 8. Pursuant to Section r14:16.290 of the La Quinta Municipal :Code (Ordinance 10 § 1 (part), 1982), 'street closures shall not be permitted. A minimum of•one travel lane of paved surface shall be } . maintained with flagmen 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 ' t 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. i 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 a 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 , rWater 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, - ' h , - onsite, at all times during backfill operations. `w t 'r. 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, n", ` 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 r °3 `.♦, ,A < ` 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. Thefirst 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 toestablishthe � "'depth of lift that can be compacted. { " ��:' • „' ` D If lifts greater than one foot are attempted iri .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 , f 1 .'y•�� *f 4- , • ` - • mob, k •F! .' -I Special Conditions - Permit No. 2700 $ Page 2 of 5 a-,414, �Y• •{ . ' w r i�'g c!� j4; - ti .� �•fy0.�•w � y i'.3jr' 1• SPECIAL, CONDITIONS_ -PERMIT NO. 2700'" ` Yak. -- Tradition Club Associates completion of this portion of trench; the City Inspector shall establish the maximum lift thickness to be compacted for the remainder'of the project. }' • F 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.,.� ,• a".... • t�• r E G. 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. #} H. If any compaction test fails, previously placed backfill (in -the, same length of open trench or ' M previous'lengths of trench) which is represented by.the failing test (as determined by the City In ector , shall be tested for com liance with compaction re uireinents. �l . p ) _ P p q I. All costs mcd due to the unreconditions above shall be borne by the Permittee. Copies of all . a ''•. test results shall be furnished to the City Inspector. 12 ..Ali excavations.within City of La Quinta`right-of-way shall be backfilled, and temporarily"paved if,, .` t ' •.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 ,�: +A �Ahat- which •can not be backfilled in the same day. Excavated trenches shall not be allowed open .- "' ' overnight however, Permittee mayleave a len of excavated trench not to exceed twee 20 feet' }. � twenty ( ) .�in length, open overnight at a point where construction will begin the next day, provided that this .. :length of trench'is completely cove"red by steel plating. 13- .'All, landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition.,-4 Y - 14 } 'Access and egress to all local properties shall be mairitained at all'times. .w �r 15 T`Pursuant to'Secti6n.14.16375'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:3 :k a .• x A Existing asphalt concrete pavement shall be sawcut orie (1): foot beyond trench edges:. Edges shall be, straight and clean. rflB. r "Permanent pavement replacement structural section;"within all trenches, shall'be 1" thicker' . thanexisting of asphalt concrete over the same existing thickness of crushed aggregate•base w 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 ;Special Conditions - Permit No 2700 �'e 'Page 3 of 5' • f.a �,r .rim . 6� � a • . , a ,. - ' d4{ti-a>rp G 3 �s C .. ' *16 T NO.2700 y �. L CONDITIONS_-PERNII SPECIAL Club Associates - ; Tradition " { 00 respectively tested, for each 3 action and resp k " acted to 95°lo relative comp r , material shall•be comp actstructural replacement section thicknesses with thei l�l of trench: Verify ex w r' 1 linear feet { , z to installation. ` r , "max medium prior roved I4 , a City app , . 1 „ medium finish course lift . •"� ' tr Perm pavement replacement shall be installed ro ed 1/2 max r C Pe the City prior to its placement F,: M +t, �� f ; ` s " Y as Halt concrete as the base course lift and a City , Pp roved by r bea ;. Pshall for capping• Asphalt concrete mix design 3 feet ; avement surface, three ( ) roved streets, the existing p th of 0.10'; with a ..�� D. " For transverse trenches across imp area, and a new lift of `/z" max medium y r side of the excavated trench, shall "bed sold' milled to a dep ` oint created along each edge of the cold -mule out the .cold -milled area lied through 4 asphalt concrete p avement over applied E ou ent surface, tlir gh the the existing pavem «butt" improve streets, with' a or longitudinal trenches withal p shall be to a'depth of 0.10 , - lane line striping), new 0.10' lift of/z" max medium ` • k' ;,lane width>(within milled area, and a " Y t' �. ,, e of the cold- - each edg out the col&milled area. ` 'joint created along lied through ;; eying ;, . ' :" s;; F" , •� . � •• • • asphalt concrete pavement over app • W �S ` p the same day " as base p. 4 ;, `14' X erforncied in. operations are not p r, If: grinding-and`Capp g p / halt concrete shall be installed from F The base course lift of street surface. , - ; the base course lift of 3J4".max medium asp c s. i G ' o erations, e flush with the existing p saw -cut edge ding. 'saw -cut edge to ation of grin ' be left 0.10 low in anticip and capping. ' paving shall not krnd`,bY the -> resur g shall be replaced in this surfacing affected by ineer. Affected traffic signal F. ,Any existing lane strip and to the satisfaction of the City av merit surface shall be smooth, f- ".Permittee, as directed by kind. The shed p >. tides. loops shall be removed and.replaced r and shall conform.to the surrounding g1 nor.' ;- fi ^ :� consistent, y , t a minimum, of 48 hours p f gk, ` ' Works Department > . of La Quints Public ks D y ,.► ci r . Cthe,7 + fi: �'•�16 ' Permittee shall notify ' ction at (760) 77 -7075. k , to coinxnencement of any construct' { It of work , - etc. as a result x ,� h ; bed shoulder areas, ) ` soil that was distur ' ittee sl 11 stabilize' ai . trol treatment. f a J perm this ermit•with an approved dust con Cl', performed under P; 1 ),1982) he,,. �� j La al Code (Ordinance 10 § (per F" ` Uinta Municip The weight limit for restricted streets (i.e., streets . 4� Pursuant to Chapter, 12:56 of the Q a w t limit"may use r 8 streets as Truck Routes the weigh ,has designated ce cif' is three (3) tons,'trucks exceeding permit specifically ; not•part of the Truck Route network) subject street, or if this p ` a delivery or pickup on me restricted street if making G r " e the street to deliver street construction materials and/or equipment�N r ' grants permission to us permit at any time• :N us end or void'this es the right to revoke, s. p; g The City of La Quinta resew A . at a Y .: ♦ L� y '" . , ' ''Petmit No. 2700 ns Special Conditio,i ? �, j SPECIAL CONDITIONS--PERNHT NO. 2700 --- Tradition Club Associates--- ` 20..' This permit authorizes the installation of underground utility conduit within Avenue 52 as shown - �' on the Imperial Irrigation District plans, titled: ".Tradition Phase l Conduit Layout", dated 6/26/,97 - r t ,� .. ,ri .• > " l ; , a 1 '1. X't l ^ , r , r J i •1 Y•x � C,,.r T 2T �'' y, k+ C a/•,'s " J - •.Y t ' f, Y Y "- `,r F• � - - . `; .ice `,•�;, T - '� S •''M1 fT Ir - x i - , \a l 'f .. -. / . F\> •i a ,� F .y_� •1.q .Yi Y .., `.... •[ N ^ •. y^i�i a .. , i ~f� a i,t4 * Y 4 Special Conditions Permit No. 2700 - Pa e.5 of 5 _ Ai.14 w �.. r • •tom fir', .. �s e V 7mis SY 7 IMARY'Pullaox ROMM Z' INS N _DwNG ;z 'ATW PL ir MBX -ON MWING 61� %; J. N_ ,e 0-8 06 �c 6,x 6*1 10 4 tg - sw v ICU, s 13:�EXIStING PRIMARY PULLBOX"', vl� % vw. .6PAmmo -ON DRAW* SYMBOL �O TAIS SYMBOL tSER P LE 0 AD PROPOftb I CW ER P' 0 RAN .7, 7 1�`E)USMG 10-. RANCff"RUNNER-` PAO - EXISTING RISCR POLE, t v T il .7 ';PROP`O=,-RIStklftd. _;�Vlf� -R PROPOSED V J;! (23�M 4 "No s TRUCTION 3 8c, A " -, �i( X 7 T ND )CT. C6NDLiNrr POLE' 15 SHALL BE SCK80 W/5' N., PAM MI GRO PR OH04 rA 'I O'� (305mi)', GRDUND- RODS ARE 5/11 1 .3cm -0' - (2 =I COPPERWELD 2 PLACES AS I pr 2� SEC770H �B.� e,.z -,4- 741 ALL, BRACKETS LI.D' URLM i5;4;- 7- .0 S�PPLJE6 13Y #4. 'g '7 -NUIL fJ LL' N 0mD 0' n OTHERWISE NOTED. 5m) D(TENSIOWAW THE %1EEP OTE� cow 80 m�&� kt -4 A'IEN ib':(�O I I - I . I : I- t , 't, .:` : � , 1 1, , , ; , ", , � I � I AM k4 .7 6�x 6-,10 SHALL 0 OFF BOt= Bwam "Aff TWA?. �1, RIUMFORCM 2* 'SHALL BE PROVIDED BY-THE,CONTRACT0R,ANO L 1:d f rAD -0, 4CU. sou 101140 5CITI) 13 2r % THE CONDUIT �IRM A 'Ec"OF TmEsAmE TYPE-wam--As -Z' NIN. XAM FWStf'CP.,%DC1-=j 1 f1w- ON MCH SAX oe� A -Ra .-BELow nmSH 7 -NOT! 7", < E!"AOTE 0 % S :7, C, 0� U �-CCMPACT AU,SOVXL "FOR =WfiO� f1f, WflH NOTE 12 AD. .8*OF 3181AGMEGO(TE ::,'UNDO? PAO M 9T BDWE POURNG P A 2'%` ANCHOR4CE 70 BE SET BY LLD WOV IRA46hilix, ALLED. 5/9X 10r-W CROtW -1 LJ fftW. SWLVS TO BE PVC NOTE'# SCHEDIa SEE ROD1A LL ALL SECONaW SIVIUS TO BE A: f2 PL4CES) v� - ----- V S00ULE 80 24' R4M& oil 00 HE 00 0 -CONCREZE IRAN90W PAD SWL COMI v NNER ERS,' 4. ;COM WIIMN f -U.. (1 SMOOTH rmm. TYPICAL RANCH ku MICALCONQUIT-RIS ICALCONDUIT 5. pv AAW ff Lm, WffH X07S SFAU NOr BE LOCATED Ow 5n4DO ARFA PER SECWN 8 - 9 ffit T VA D TYP 6 NTS 00 T11 11 2 SEE 0 )00 00 0 co 00 j SYMBOL"Ok WAYANO OPARKWAT 00 oo DIIS SYMBOL &i DPA040:' 0 T A FNE S4CK ANX, NTS 00 4, REOURM 'COVER REQUIRED 00 0 BOX EXISTING,SECONDARY 0 TRArm PROPOSED SECONDARY 0 TRANSFORWER BOX 0 0ROPOSE6A' PAD -EXISTING 10'TRANSFORMER',PAD 0 j, 000 0 0 tusm) 1, - - , , , . -. ', : �' r" .. '1"+ 4 " , , - ' ; ' - ' ' - - -,._ ,, . . r lw� 1-1%%0v1wL�1wv rM"�Q1MA. JrWrFL,, UK, KrM rAKKIRAT WVLX5 A5 REWMD PER'DISMCT'MMNGS AND IN _Xi I.-.- - 1,1,il .''. 1. � 1, -, � C :11. 1, � � 'Ili - - " -, I - -1 I 11'. 1 � iri�n` " 7t sl,\,�A 71, 7 '2 __o 0 0 00 0 r 0 PL 7. Wm) ITS c sm 1XIC STS A (KY Ly -ON �.7 N NOTES: j, CONSTRUCTIO 1.'CONTRACTOR SHALL PROVIDE INSTALL (20Q'OF :4:� -3/8* (jcm):AGGREGATE (PEA GRAVEL) IN BOTTOM. SECTION4 NO 7o (18an) TO OF PULLBOXI sp Al SE CONDARY CONDUITS SHALL EXTE XW IwC.4RSON IND'S."I ,�A 32 (83c7n, A 1 25-112 (650m, 23-114 (59cm, 16' (4 1 cm) C1 - � 7. (18cm) ,HT,, 1 4 5".- rs8c7n) HTY, 1: 30 - (76cm) K02,;, �4 - 10 0 10 CD 30-.,(76cm) (23C JZO ;r _r, , , ..r,,_ , 1. - _ "I I . 'i _r - 1. � z 1 11 - - �- 1 ._ - -, "i"' r- I 1 *1 �, I " - ' X1 4 PENING. V -1 , I . . r, . 1=1 E' STI?i6 `Vib�T ENCLOSURE lr%vl 4 -LT- Ymn u.v., No.. 7 9 m) ABOVE GRAVEL- JrIALL laVIVIr PLACES�, anx9l I.I.D. FOR 2)0' 161 300 PSF 2 IEN=URE X13an)) UNMMT OR OUICKSTRUT PARKWAY LOADING PROPOSED SW 7, 9.1-45/n51- (I.&M , , - I r ' ".. RULE_ NO. 43.3 AND '43 1cm) CLEAR 0 PLACES) ON ALL PAM (1�0 kg/m 01 10 STING "SWITICH _t9CLOSUREw .... .. EM w TO _7 Z_ CKUNI) ROOS& ?10*"#2� "D Al -DETAIL 'F' D ETAI L D LT L� 7 E 6x (3) 21*x64* (53x163) RPM ri - -.7 0 'CONCRETEZOVERS' 0 00 6 rn) -et 0 ow- 00 0 �IDC 0 4PL rnz XN 468 It .01 LOADING _='300 W. SINGLE PHASE ;)%0-000' 0 17 PARKWAY 0o%jz1AT; Oo %J 01 �,j X -END M 4 2c N 4, 27x2axI14", (5=XSc�0.6cm) 4, CONSTRUCTH (1 2cm) M) 6N )0 NOTts _00 / , r �' .' ,r , 0 1., 4 ws ro 0, 'ZO JO' 1 67KVA'-, 4 -I RAN5 ORMER P Y DETAIL Op NG ye I Z (TV -A 'y Ni, '1% z '00, 4 -0 4 eolQ REM%ABLE, SEATED., 0A, CRAVZL ING N 3' c�i) 4. pL szjr xOmp 01 CONTRACTOR TO PROVIDE TWO 5/8-XjQ:_-Z.(I.ftmX3O5cm) COPPER I COMPACT At I BAcKnLL'To W% UNDER 1PADS'PRiOR, TO SETTING PAD., T-19EQS- 2 I A 7 0/ X 4" 7 ORSHALL PROVID GGREGATE A, Is, 'WEM MOUND RODS KR'PAD.(INSTA"TION By CONTRACTOR).r -PAD TO BE AS SHOWN ON 3.L SZEAND NUMBER OF"CONDUITS IN EACH. p 0 CONDUIT LAMT.' "CONTRACT Itt-, p JPEkGF TRAN AS SHO*L_I___'-" ct PAD. 7"1 'PULLSOX (Ocm tAVEL) UNDER SFORMER PAD, 5: CONDUITSJO TERMINATE 0 JO I t6 Rw sm'. 141 .r. 1 1, , ' " of. Jlc�n) ABOW"TI SECONDARY 1\10, TRANSFORMER, L P o CARSON S '446 Njtj f G DETAIL `H" NrDR DE .m SYMOM W DROM � 11: r, I . ' j , I ` '_ TAIL t r POPOSED 30 TRANSFORWER PAD P. 7 POSED 30j9AWO"It OA16 7 (41cm 11r - - ... - I ... , - 1'. , 1;1 : 1w,", I/ , - ; -. . I , 1 0. 30 PAD 0\ tKANISFORM ]PAD SINGLE TERMINATOR 4. 6e (122cm) COND UIr eONFICMA TION S CHED 11- F T Q!I .01 16 PL INV COUNT 60 '7 _U Z ENcAsED N NOT AmETER ENCASED (15cm) 0 cm 24, PL. My -0 011 'ns '"'7" SEC PRI_� SEC ', . y . - , , \' , r N 72' j 41cm _F X, SINGLE WI tOR PRI X TM oo (61cm) ,0 100'. ANY SINGLE TERMINATOR m Q.62c I N 10 4 1/8"XIO' 01CmX3D6cm) CIN. GM. KW �:Z"Dcm) 0 x 10, (30c> J46CM V. I ocal)s NA 3 OR-itS� 5no 2.70cm) OV, CW. GRNO. ROD- E cn�yt 8 PL TYR HO m 4 10.1 m '(36c 5*0 (12.7 J1, 51cm -30 (61cm (2 4 OR MORE -- THIS AREA FOR' SECONDARY CONDurr- 24". (46cm I 'THIS AREA FOR SF NOTE 7 6"0 (1 5.25cm) A M, -2 7 _x\ 7! (7 00 (15.25 f 96 \j THIS MA JU J& J PICALIRENCH DETAILS �T 2: ALL' CONDUIT (10cm bi e6k; t c V , JI 14t, t �THIS AREA TO "BE CLEAR 1A, 2 LL X. 7' ALL CONDUITS 31cm PLACES.,,, IN 4 r %: 1. NO BACKFILL WOULD'SE REQUIRED IF PRIMARY AND tEOONDA i RY I CONDUITS ARE TO �BE CONCRM-ENCASED IN A STACKED FO N 7, 7 -CON R UCTION -NOT 3* (2cm) 0 CALV. P& x 13m) --x - -tQNSTRUCTION NOTES- 0 q- M) V. ES SHALL BE MAINTAINED AT ALI. 04 RMATIOK AREA FOR PRIM 1. -COMPACT ALL BACKFILL OF EXCAVATION I 'CONDUIT RLM SHALLNOT CROSS 'CONSTR66TI69 NOTFS- EACH OTHER WIHEN ON THE SAME LEVEL AND/OR PLANE jej;M)'L., ;-UNDER PAD TO 90% COMPACTION. 4'114E MAXIMUM 09AKW. SEPARATION BETWEEN POWER FACILITIES AND ALLOTHER SUB 1. COMPACT ALL BACIVXL�OFEXCAVATION Z CONTRACTOR TO PROVIDE TWO P. MES. i kMMUM CLEARANCE PER 'CAL GO-128*.' into ARsk-FOR PR)MARY`,COND&& _ , - - : 11 i 7 CM, 4f CONDO M) ITS. (76 M 5X.jjj GROUND RODS -CONCRETE EwAsEwENT qjALL- BE wx UNDER PAD TO 90% COMPACTION... (1-60cmx306cm) COPPERVIELD PER PAD (INSTALLAVON By CONTRACTDR.) NQ THE STRENGTH OF THE CONCRETE WILL BE 3,000 psi.,(212 kg/CM2), FOR ALL LOCATIONS WT WILL BEAR CONTRACTOR TO PROMDE 3. SZE WITH 3/80 ?1 &n)' PEA GRAVEL;-ANDFORM A MINIMUM 3* (8CM) DIVELOPE -AROUND ALL AND NUMBER OF CONDUITS IN EACH VEHICLE F1 (1.6anX305cm) COPPERWELD 0XIND RODS JRAF PAD TO BE AS SHOYM ON CONDUIT LAYOUT. :t, 'AND THREE (3) SACK MIX FOR ALL OTHER LOCATIONS.; 4;, OR -noNs. 5 �_PAD TO BE AS SHM ON C%W kSiNME 9AWED msma 3, SZE AND NUMBER OF'CONWTS j IN I" PER PAD 1INSTALLATION BY COMACTOR.) 4.'ANMAGE TO BE SET BY LLD. WHEN PLASTIC SPAM SHALL BE USED ON CONDUIT RUNS TO BE CONCRETE YXIO' (1:&mX305crn T LAYOUT., t 30 GRND.�,ROD (PICAL VAULT D ETAJ -TWO, OR MORE S., IN 66m) X am. ROD -4. ANCHORAGE 10 BE, SET BY,LLD. N*N ED) COUPLING SML,.BE -USED. SHALL PROVIDEA INSTAlf 90,�_100 11,60cffix "TRANSFORM IS INSTALLED WHEN, COUPLINGS 'ARE REQUIRED ON 7yp,,ODB' SCK 40 OR SCH. 80 M A "7. '11-IIS ASSUMES THAT THE THREE CONDUITS -CANI BE ` E 7_ 5. CONMCTOR 3 LAID IN N LEVEL AT THE BOTTOM Or.TRENCH. IF ANY PRIMARY CONDUITS OSTALL 8 (lem) AGGREGATE (PEA GRA`Vn)_ LAYERS 1�0 HAVE10 BE CONCRETE DCASED.. AGGRECATE (PEA GRAVEL (Icrn) 5cr") _'W'M�TH TRAN"hIER PAD. AS 14&m) AY BE-USIED.�.-w WND N'I z, ALL, AR` 3A8 ;� , 1 (w FIER UNDMEATH TRANSFORMER PAD. AS SHOW. 6�. A PRECAST CONCRETE PAD M &'A PRECAST CONCRETE PAO MAY BE USED. S 10 ;(1.6Ocmx3O&m) 'MANUFACTURES UPPLIED",BYZHE FOLLOWING �'JDP VIEW- MATERIAL' :516wX j Cw.,. GRND.,i ROD d, a y '_ . '; ",� - . I- I . � _ �, . , "" . �. ; 8� ; -� FINIS 0. XI It, X (15cmX7 m 0 A I OGA.- RENI_. 114U) 5 W. �SHEET 5 8-- (20 52c �7142557-� T 2% I(w "I I r I I - ' ` - _ 'r 4' C.S.P 10F�ic 50V 7470 ('9092350 75 1 `9 1 8)9�2 15, T -jo -o 0 t- Yp 71� 0 7�4 ,,� -_ _; . .. . I- � .1 v - I . � DISTRICT 4 e 4 PMH o 0 7", 585�;sIKIII),,, 110-1-586-8 IMPERIAL IRRIGATION" 4 .p-0ow-oow_oQ cfj 1,�o 0 (�c 0 Y60 ID `16od j�. ,VAUL1 tir 430cm) PEA :io :'DfP.ER1A4-,'Ck' I., -A 1- -00 -,o 0 000 0OV-0 - 0 Fit RRIMAR -1 74, l000v 00, �A v Zoo Ili, V OA CffLU A49Y C -60,* 0 0 %91-. ^'J-- - " - - - - 01 0%;-#%0% '. I, 'I �. ', . 2l -0 0 Gizoo Fzo c GRAVEL AT DUCT olu- _o0TJ_ ow- �wo o" 4;�o cly 3'o 00v-0ol6j-oow 0 Q:�o C It - 0 00 o cc o; 01, 0 T, Wj5Crny,1, W(AVLL' -Aj 0 0- t-to 0 0 0 0!�:o !r oo 0ow 000 00 RD 0 AT� ID 36 0 w:1J_ U- 0 W. DUCT.'LOCATION'--- "RIC C) :11, IID. 4872Immmu VA 487Z 6 HASE, -S THRE 08-0 4 -97 �ALER T 4, SECONDARY": 0 D--- -P U L L B 0 XES EP&-71 X R LIN SEMON TYPICALZETAILS-:', s -v _x �.SER CE: T SOUTHERN CAJffORNIA, X5FR -ADS"' 'Sl�&ION x - - I. ; , Ai ��SINGLE,,,P PRASE,Iij, "t -PHASE� Call'— `ijoLt': 7-03"97 E-LEHASE:' BEE � 1, - ", TH a LO 75 500KVA 30 11D 68--:OV TRAWTION, WER'PAD' DETAILL'�,:,` 4" 61-idImIrgi -Z77' -tAYOUT 9696-08,-i-, 1750�-2500KVA) I--;-uuu RANSFO S "�..;,-MANSFORMER-, PAD: DETAIL J A U Z-WUKVA 4133,,.: .;4 1, 75,30-500VA - 30 W"L -,L DeLEON.� PLANNING-,"" NTS '750- 7 Rv.j I 67F "vok ESIGN: Two NIS ;�DA 850MYW"p1G. AI -SANDOVAL, DATE., ��J�HECKED BY. -JAPPROVED: AWN:,� .6-26-97 lx� .4 411 nc ji V( LVI%LY Y 1.' +T,`. NU nui -;Y '�) •M .. .-... ...» .. _.. .-.. ..._A ..�•�Nn. Y :i..s .�,...;�i».a`.. r -. .!' •..,. .T•.L... -,.'� • :t; ... l.ss — D ..»;