Loading...
515' } t }a4 '•t• d ' '`"NOTE:'' "• ` ' .. ,.,. ,, �; '. : With proper validation this form constitutes an • • . �.�4 ' encroachment permit r . CITY OF LA QUINTA APPLICATION FOR 'PERMIT + - PUBLIC IWORKS ` CONSTRUCTION "(ENCROACHMENT 0 THE ti For the construction of public -or private curbs, driveways, pavements, sidewalks, parking lots, sewers,' water, mains i and'other• like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS " r \ Subdivision Improvement Permit — Class, II I $ DATE: Jani)a-ry 24 . 1990 "', Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Fred -Waring • Dr. ". 2000' West of Adams. TR -23269 ` '.(Street address or Description of'Location) undercirourid utilties .PURPOSE OF.CONSTRUCTION ° :Sketch (attach construction plans if, appropriate) 'DESCRIPTION,OF CONSTRUCTION laVina • conduit iri e + County. ',permits• required #-Q q �_iench' for. underaround utilities, # ` ' f` ` - •-� ; USA Inquiry DIMENSION OF INSTALLATION OR REMOVAL 25' of 'trench • ' _; \ SIZE OF EXCAVATION, IF, EDED 2 ` •wide x' 4 1 deep APPROXIMATE TIME WHEN WORK WILL BEGIN 1129190 L' i• r e. APPROXIMATE TIME.OF COMPLETION 1/.3l%90 A ESTIMATED CONSTRUCTION COST $ . 8 . 000 '. V•.' (Lncluding _removal of all'obstrucfion;,materials; and debris,•backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In considerationrof the -granting of this permit, the applicant hereby agrees to: 1• Indemnify, -defend and,save the City, its authorized, agents,•officers, representatives and'employees, harmless. from and againsttany 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 ? i, }' happening 0(6ccurring.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) hodrs.in advance of the time when work will be started. »\' Comply with alb applicable City Ordinances, the terms and oonditions•of the permit and all applicable rules and regulations of the_City of X * J r La Quinta and, to pay' for any additional replacement necessary; as the result of this work. rr f T Signatu a of; Applicant or Agerntr A.M.:• OrteW' q Construction.,Inc. 27397 ,,Yriex Rd:`;# •159 Temecula, .•CAS 92390r 714/676=�,8 Name'of Applicant•(please print) '' Business Address •, "" "•Telephone No. $7• see + :r _ '`+ t Name of Contractor and Job Foreman . i Business Address. + Telephone No.4,1 ' .. f ' A486311 �• "r 1585 _,A I , "�Cit Business License•No. Cdntractor's License No: y, y ' Maryland Casualty Ins z .EPA05670402" t. 3 Applicant's 1nsurance.Companyf •'r ' '+, Policy Number,, FEES: Subdivision Improvement Permit- Class I I 1 •3 days/@$35. ©0'; day o , - 005.18" 10 123r� 0—?6"N) }, yQ Public improvements: 3% of estimated construction costs �` - g 0 <WN 1 T&AL 1 , ff .00 Priv't' -i provements: 3% of estimated construction costs �• Minor 'Improve nnent Permit Class IV:.See attached schedule j Inspection Fee ` • $ -� 105.00 : ¢ ' PERMIT VALIDATION Permit Fee 10 00 515 ti r j ;PERMITNO. 'Penalty r f DATE APPROVED ' 1/24/90" Cash Deposit Surety Bond " r' if required EXPIRATION DATE a "2/1/90 x. ? TOTAL: \ - 3_ / / - DATE ISSUED Receipt No: p� — _ . » r . ' Received by r Date Administrative Authority ~ 'Recorded'by, "' i TELEPHONE: (619)a564`-2246. 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: Januaxv 24. 1990 Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION — Fred. Waring Dr.. 2000' West of Adams TR 23269 (Street address or Description of Location) PURPOSE OF CONSTRUCTION underground utilties DESCRIPTION OF CONSTRUCTION laving conduit in trench for underground utilities DIMENSION OF INSTALLATION OR REMOVAL 251 of trench SIZE OF EXCAVATION, IF NEEDED 21 wide x 41 deer) APPROXIMATE TIME WHEN WORK WILL BEGIN 1/29/90 Sketch (attach construction plans if appropriate) APPROXIMATE TIME OF COMPLETION 1/31/ID0 ESTIMATED CONSTRUCTION COST $ 8,002 (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: County permit required, USA Inquiry.�'l� 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 A.M. Ortegg Construction Inc. 27397 ,Ynex Rd. ` 1 59 Temecula, CA 92390 714/E76-68 Name of Applicant (please print) Business Address Telephone No. 87 Name of Contractor and Job Foreman Business Address Telephone No. A48w311 Contractor's License No. ;,,arylanki Casualty Ins. 1585 City Business License No. FPA056'70402. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III 3 days/[Y 35 . 00 ]day ,At I,:e ,s?� �, ,'A� ,*e,4..;rti a `B C+ Public improvements: 3%of estimated construction costs �Y �,I� Ij Ir Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule 105 00 11 Inspection Fee $ Permit Fee 10.00 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. $ 115.00 Received by Date PERMIT VALIDATION PERMIT NO. 515 DATE APPROVED 1/24/90 EXPIRATION DATE 2/l/90 DATE ISSUED 1/24/913 By Administrative Authority Recorded by TELEPHONE: (619) 564-2246 j The following General and Special Provisions are attached to and made a part. of Permit No. - GENERAL PROVISIONS The following shall always apply:, " e t ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of way ONLY. Whenever construction extends within private property -,it shall be the responsibility of the permittee (or his contractors) to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACKLAYINGCONSTRUCTIONEQUIPMENT: Cleated tracklaying 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 shoes to protect the paving during excavations. Rubber -tired equipment only, shall be used in backfill operations in paved areas. If the existing a pavement is scarred, spatted, 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. t , 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 duration of the project. The City shall be notified 24 Hrs. in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: 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 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. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed } prior to paving. Water tanker shall be used,•as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill , '' - - . DE -WATER 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 (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 feltbythe permittee that he mustclose a streetfor, any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS , The follwing shall apply ONLY when indicated: - R1 OTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction. R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than s shall be furnished in the name of City of La Quinta to cover all work involved in the restoration of the various La Quinta roads and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be posted prior to commencement of any work on this project . 'R3 UTILITY CLEARANCE (Substructures) Prior to making any excavation 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. k Damage to existing substructures resulting from operations conducted_ under this permit shall be the sole responsibility of the permittee. t t ' _ R4 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. ;R5' 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"value of not less than and in conformance with City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. R61 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 toot (1')., t R7 `GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter constructions R8 GRADECHECKING: CityofLa Quinta shall check grades upon receipt of plan and PFOfile and/or grades as established by 'a licensed engineer. R9 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 #207. R10 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 2-1/2 inches of A.C. paving placed on ( ") of class aggregate base. Driveway construction shall conform to attached drawing. R11 CULVERTS: A inch diameter ( ►culvert shall be installed with the invert approximately 1-1 /2 inches below and in line with the existing flow line. Culvert installation shalt conform to the attached drawing. Z)SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the R14` manufacturer's specifications. COORDMATE,WORK: The proposed work shall besubordinatedto 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. R15 URVEY MONUMENTS:'Prior to excavation or beginning 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 maybe 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. Thisoffice shall be notified upon completion of replacement of all survey monuments for proper project clearance. on i� f R16 Si f MONUMENTS: Prior to excavation or beginning of cons in, all survey monuments shall.be tied out by City of La Quinta and suitable payment or guarantee of payment sh... d made as reimbursement for all work involved. Rj 7 PAVEMENT CUTTING: Pavement will be mechanically 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 of pavement). Excavation material shall be placed in such a position as to best facilitate the general flow of traffic. Prior to final paving operations, any damage to pavement straight edge shall be corrected. R PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to, pavement straight edge shall be corrected. R19 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000lineal feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays forthe 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. Eo) BACKFILLMATERIAL:Backfillshallbefreeofbrush,rootsorotherorganicsubstancedetrimentaltoitsuseforpurposes of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongyor 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. R21 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of not greaterthan three feet (3')and vibrated using vibrotamper orequivalent equipment. Alternate methods may be substituted, but in any case a relative compaction of 95 percent shall be attained within the structural section of the roadway. &22�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 offive-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 equivalenttothe surrounding ground, whichever isthe 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 shall be continuous. ,supply COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervals of not more than 1,000 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 asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R24 OMPACTION 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 asoutlined in Section 6.3.01 ofthe Standard Specifications, Division of Highways, State of California, dated January 1973. R --)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 3,000lineal feet of trench has been excavated and backfill operations completed, but in no case shall lthe placement of the temporary pavement exceed a five (5) day limit. R26 / PERMANENT PAVEMENT REPAIR: After backfill and compaction operations 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. W_ C41.x P 45 R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting of two inches (2") of cold mix paving (SC-800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards and Specifications, Ordinance p461. R28 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. R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section 37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to be accomplished by a licensed contractor engaged in the business of pavement repair. i R30� STREETRESTRIPING:Wherestreetstripingisstillvisibleonstreetstobeexcavated,suchstripingshallbereplacedupon R30,)STREET completion of permanent repairs. R31 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 removed in sections which can be handled safely without interferenceor 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 thefollowing paragraph. Where it 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. R32 TREE TRIMMING: a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year. All broken or weak sections within the trimming shall be removed. b. Where it becomes necessary to restrict traffic, the work shall be restricted to maximum of 500feet at anyone time. Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times. c. If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided by this permit. d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to the satisfaction of the City Public Works Inspector. .e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees. f. Pruning shall, in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches (2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector. ADDITION ----ENCROACHMENT PERMIT-NO.5 ---CONDITIONS- a Y y . R33 Survey monumits shall be protected -in place or re-established pursuant..to City standards.a_nd the�State,of.. California Land Surveyor'. s Act. " R3 4 Work shall be coordinated with the City "of La . Quirita' s forces -to la Preclude delay or interference with the City of La. Quintals projects. .� R35- Contractor shall comply with the local noise ordinance and.`- " construction operations and maintenance of equipment within one half mile of human occupancy shall be performed only during the time periods as follows: i October 1st to.Apri1.30:` Monday7Friday`7:00a.m.-5:30p..m. Saturday 8:00a.m.-5:00p.m: = May lst to September 30: Monday -Friday 6:00a.m.-7:00p.m.'. .Saturday 8:00a.m.-5:00p.m. Work shall be prohibited anytime on Sunday and -Federal holiday._ R36 Traffic control shall be as per Cal Trans -Traffic Manual.. i Field adjustments in detouring shall°be accomplished as directed in order,to adjust to actual field conditions. It shall,be'the contractor's responsibility to adequately barricade .and- detour .this- site. A Traffic control plan shall. - be submitted for approval by the.City Engineer., ' R37 All excavation at or near.the,travel,way shall be backfilled at the end -of the�work day, for -the protection of the traveling, public. 2R38 Street.closures shall not be allowed at any,time. R39 A minimum of one travel lane shall be maintained at'all, times with flagmen during working hours. R40 .-'All work to be performed within the existing paved section' shall be.temporary paved.and,.maintained by the Permittee,'' permanent pavement shall`be placed no -later than 15 days after 'completion.'of the temporary road repair. R41 Ingress and egress for local..properties'shal.l be maintained. at all times. 4 R42 Prior to work starting,'-Underground.Service Alert shall be cohtacted.at 1-800-422-4133 'and an "inquiry number!'�shall be. provided to the City:Public Works Inspector. R43 Pavement.shall•be sawcut prior to.-iemoval. 4` R4 4 `All backf i,11 subgrade soil shall . be compacted 1 to . nothing less than' 90 o relative. dry density, all ' backfill soil.,within ' the'.top"2' of finish pavement -surface shall be compacted to nothing less than"95o relative dry density, -all base material shall be -compacted to nothing less than 95% ; relative dry density. R45 Replacement pavement 'sections shall -'be 4" AC over V Class, I I ; aggregate base- on .. Fred ' Waring Drive. TYPICAL CLOSING. OF H-ALF.-ROADWAY ' TYPICAL CLOSING OF HALF ROADWAY C20 (Lt) C20 (Lt) C13 (See note 7) L Lfit torsrRucr►oN CONSTRUCTION a osea gio' .«ei►o ` C 18 - . - (jr!e note 3 thru 51 Tnprr 1_ Sep. 1 able_ 1) i ail) — _._..-_...-.._ Taper Srr. fable.. _ ruin. .� . si ,ns ,nn in 1.(ow -wart (See note �l >u1n ; ` 00, to 1-,nn(1' apart (`;ec note;) WORK i , - .. .� SIN6lE�:. C . _ - OLTOYR-, '.-,.,E1'10 . C" TNUC110N LANE. : AM[1rB AN[AO AHEAD i W1 (Rt) Of COtiS1RUCTION` W 1 (Lt) or W (Lt) w:. _ C21 or C20 . 1y (Lt) ® C13 (See note 7). C18 C1 (See note 3 thou 5) W6 (See W6 (See noie 6) r:t o ., i •.111' . SPECIAL NOTES: Field conditions could require deviations from lhese piars and accompanying notes. F .LEGEND TABLE 1 •Cone NOTES: _ a 1. This'plan does not.apply where there are the C 18 r,tenance or. r111nor construction'. . emergency conditions. Under emergency con- proje.cts s . ditions, equipment and .personnel which are 6. Det, , "r? advisory speed at site: should available should be utilized to implement a riot: be tx­ 1n (,xcess,-of speed,lirnit. closure even though closure does not meet the - 7. A C -ND ROAD. WORK sign as �►p stanrinr.ds contained in.ifais plan. As equipment' propel tt:: ':.'.'e used in lieu of the C 13. The or.personnel become available an immediate siq;n is OL't I' 'tie -end work zone is obviou effort should then be made to implement the or. -falls till = _i!cler projrcl limits. standards shown on this plan. g.. W,;; :'.^1) series signs used in work 2 Where approach. speeds. are low. signs . zon Nack on orange. - may be platted at 30.0 feet spacings. and even 9. Ji)t'l shall be .striped if it is to . Approach Speed ' (MPH) , - Taper Length . Number-, Of s Cone, Foy . Taper ��' ' �=�'^�s A.Irr� I "� 25 125 6- �5 35 245 -', 8 35 .40 320` 9 .10 45 540 -.13 -15 50 600 - 13 ,0 55 + 1 000 2.1. T._ 5� F. Sign [' Flashing Arrow Sigr� (Optional,) r Direction of Tr, e 'Flashing Yellow Beacon innt�onall° Taper Formula: .. I- - SXW for speeds n•nr ' mof� _ i_• WS' for sfiends• of '•10{vor In.; 60 Where: L .- Minimum Inngth (-if taper. Figure 5-? TYPICAL LANE CLOSURE, C23 C36 C9A (Seenntes WITH REVERSIBLE CONTR-OL3thn151 C14 i c e note 6) .ROAOWORK: �`'• � / - (See nrrte' (,losule cones or barrirades i (Sep notes 9 and 10) 500' ,n 1.000• apart (see note 2) 500'.to 1.000• ajmrt (` re nnl(t 2) • /Y (.rr�,uil� i t•I l L A N E., ELOSEDi ROAD\. ;;� PREPARE.. � � •; 'WORK To 30 A,O .`c'rI/c C14 -See note 6) AHEAD.-; STOP` C C23 '. C9A- C36 (See note thru 5i LEGEND .. Cbne Y Flagtree SPECIAL NOTES:. _ Sir,•n Fiagger. Field conditions could require.de via lions from these plans and accompanying notes. Direction of travel -' Flashing Yellow Beacon.(.Opfional) NOTES: 1 'This Ian does not applywherethere are emergency cond lions;:Under emergency con 7. Warning (W) series signs used in wor: _'r=� sha ':gip black on orange. r;i inns. equipment _and personnel which are available should be ILItilrzed to implement a 8. All cones. shall be internally illuminal-a� •.r ` ,ei� :with reflective white Sleeves. for night c: osure even though closure does not meet the standards co.61ained in this plan: As equip closures: merit or•personnel.become available. an immediate effort should then,t,e ruade to.imple.ment g nr.n rr, -h „r� 9 the spacing hetween cones along c t. , o�.•.: be approximate) 100''throi-i-hout Y the siandarclr shown on this plan... the length of the work zone. Centerline canes may be eliminated if a pilot car operation .Where,ap�iroaeh speeds are low.slgns.may he placed.af;3OC� `r.et spacings and even. is used. r;acpr in urban areas: 10. When a pilot Car IS used a Special `TR.a-iC CONTROL WAIT FOR PILOT CAR" sign 3 All, 0vanCP. w.arnina. signs shall be 48``x 48- minirnum -. hinhWays .with approach should.be posted at intrsecting driveways arc s�,eerls of :1,5 mph or.more: When Speeds are less than 4.5 mph t-hp C�:., �Z qnshall be 30'x 30" 1 1. An additional advance fla er should : _ r•_nslder.p gg ^� .� d upstream on high vo ume rnu�imr;m: other advance .varninq signs shill, be.36"'x 36' minimum Ihigh- s ways, to warn traffic where queues may deve•cc Fiaggers .stations for work at night shall be . t N' :advance warnlno-cirnns for night closures shill he illiiminat.eri illurninaied as noted in Section 5-07 of the "`.1.,nua of Traffic Controls'. 1'd ■ ■ SCALE: 1"=80' NOTF: 1), RJSrALL 1-2 CNDR-R PER SHOW LENCFH . FOR All HOUSE SfRNC£S 2) 1�1 TYPICAL 1RWNDi DETAIL FOR ALL HOUSE SER NOES IOa # 5003023 SHT. / OF 2 IMPERIAL MICATION DISTRICT IMPERIAL. CA. COACHELLA DIVISION SERGROUND DISTRIBUTION F-OR TRACT 23269 - PHASE N La Quinla Highlands' CONDUIT LAYOUT PLAN 01-17-90 APP ro S.P.Q. ' NOTE: With proper validationthis torm constitutes an CITY OF LA QUINTA., encroachment permit ' APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements; sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III 1-24-90 DATE: � ., � Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Fred Waring Dr. , /2, 000' West of; Adams La Quinta, • CA. (Street address or Description of Location) PURPOSE OF CONSTRUCTION Underground Utilities .Sketch (attach construction plans if appropriate) DESCIPTIONdOF CONST�iUTIlON Laying conduit in trench or Unaergroun UU 1 sties. DIMENSION OF INSTALLATION OR REMOVAL 25' of trench SIZE OF EXCAVATION, IF NEEDED 2 wide x 4 eep APPROXIMATE TIME WHEN WORK WILL BEGIN -2 - 90 APPROXIMATE TIME OF COMPLETION - - 90 ESTIMATED CONSTRUCTION COST $ 8.000.00 (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 (241 hours in advance of a time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the pe it an I appli , ble rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of his Jose. P . Flores Sig u of Applicant or Agent A.M. ORTEGA CONSTRUCTION INC. 27393 Ynez Rd. #1 9 'Temecula, CA. 92390 #714-676-8887 Name of Applicant,(please print) Michael Reeves Bu)finess Address Telephone No. A.M. ORTEGA CONSTRL3CTION INC. 27393 Ynez Rd. #159.Temecula, CA. 92390 #714-676-8887 ` Name of Contractor and Job Foreman Business Address Telephone No. A486311 #1585 Contractor's License No. City. Business License No. , Maryland Casualty Ins. EPA05670402 Applicant's Insurance Company 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 N0 Inspection Fee $ I PERMIT VALIDATION Permit Fee PERMIT NO. Penalty DATE APPROVED ;Cash Deposit -Surety Bond if required EXPIRATION -DATE TOTAL: $ DATE ISSUED Receipt No. By Received by Date Administrative Authority Recorded by TELEPHONE: (619) 564-2246 REFERENCE AMOUNT �r a �619d42 f5d \ \ k,903 �Baitof bythet C311forn a r TZ22 �, � y \ ! \\ _ '8A 1'+ DIHOO� CA LIF OR NIA •l110 \ - - A ONSiitI�C�T��I' INS \LI\ A'��\ t,�JO{II �/t4I�1�N4Af� 2P j \\ ! \�\s`Ac A�courur j \� =AFC � r'a �j> � � r'�{F e C y\ � � \� �✓ Y(.i" ti r � 'c,,.^ w,,.i :..",Yt'k `i. _. *sd 4 +., s�"':.}+ ,xt �'t.rp+o-• '_.' i..+'DATE CHECK NO.- • 'AMOUNTt.6ROS5 `I ,• �. < f ! \ ` \ \ 4 - \ ' \ \. ` s , ' >�>\ F ,,• ! r \ \ r y� j`\ r �l< ! - ,/ EL CAJON, CALIFORNIA 92022 {fl0 348 3u� �S � •C 2 2 3 98 � 4�:' 008 \,1 � 6CJ 9��' s s \r 9 �61) 44Z-1954 PLEASE ETHIS STUB THIS IS A STATEMMENTNT O OF PAYMENT f . 1 A.M. ORTEGA CONSTRUCTION, INC. 338 W. LEXINGTON, SUITE 212 'M�'•�'w�J �t'1 ''1<?C,�'�.� vrr'•sv,•"i"��tf �j�� i�e���� F��i! �.j„"•iA^a �=r�i ��.. .w,.•-+r•.rw; rhy 1..^"!r, t 7 •�;p?�`,.'IS�-T. �r�c�•«c. •r'T. �2: �%r'^ �,x'al;i�"�5,�'.'�""'.Yf �1,:.1 ,fro""1 �•��'7•�: t-a rl,�a.{ t �•_3:, "'� •'•; � �'; ��%� :a � i+l .{• ®r� 'r y -.3� - � �" �- •l'' �r �174`y._9.r � rR. �' .: i� ��r� Y ,,+•;:-. 1 � t ..r, y�a��. i �; ,.iJ�� ..� .�:r -.,�+n �.,zr.. } �� Iq��> � i:l SYj • Y 1 ���" � fi , t- ''_Y1. �f � ;ti .:. i •�'� � �'�R• . .,�., � �`+ +•rs"�3 ra'�" L�1, >, a 4'� ,1,. �•`�„�---ab° ,..� �y-= .:� ,rrt�T fx.r�}��r�.�' ,�.."-•4. ,� �.� r�.1�'"��,>�.•..," . •�'�° r