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0982�ljp )�) _tet#� _�'[;•,+� - f �'�ly;•,filtwi^L •4 -NOTE: � _ , ''• � * .. - - . ; . '. With proper,validation- f t this form constitutes an c _ CITY OF LA QUINTA Y4 encroachment permit:. • APPLICATION .FOR PERMIT PUBLIC : WORKS CONSTRUCTION (ENCROACHMENT) ;.. ,y0F r�g� . For -the construction of'public or private curbs, 'driveways, pavements, sidewalks, parking lots, sewers,'water mains and other like"'public works improvements in connec_tiori.with'MINOR' IMPROVEMENTS.and APPROVED SUBDIVISIONS Subdivision Improvement Permit; Class III Y DATE: January 1.4 , 1991 f Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION TR 23913 Northe'astr corner' of Milesand Adams'' (Street address or.Description of- Location) 'construction of a sirigle .,•- PURPOSEO•F CONSTRUCTION '• - Sketch (attach construction plans if appropriate) • - .,,r' family detached "housilhg subdivision k6tSCRhPTI0N'OF'C-ONSTRUCTION street improvements per approved_. plans on file DIMENSION OF INSTALLATION OR REMOVAL" `33`.5 acres 1 � ►'� \ `-}�3� Ct, SIZE OF EXCAVATION, IF NEEDED 1/2291 C!r str�S vw r 1/2/91 .. l dLo_MS.�- `SCG APPROXIMATE TIME WHEN WORK WILL BEGIN I 8 weeks t � C -C) ' - ; , APPROXIMATE TI,ME'OF'COMPLETION �. �S � ESTIMATED CONSTRUCTION COST $ - .375# 213 : 00 - r - v�o�SL ocmI . •(Includirig.removal of all obstruction, materials, and debris, backfilling,.com- �� �paction and placing permanent resurfacing and/or replacing improvements) r`. Inconsideration of the granting of this permit, the applicant.hereby agrees to:� In�demnify, defend and save the City, its authorized-agents,,officers, representatives a.nd emplo ees, harmless from and gainst any and.all i peralties,.liabilities�or loss •resulting from•claims or court action and arising out of any accident, loss or damage: torpersons or. property happening or occurring"as a proximate result of any,work`undertaken under the permit granted pursuant to this•. application. r Notify the'Aclninistrative Authority at least twenty-four,(24) hours in advance. of the time whenwork will be started. aT ' 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 foi'any additional replacement necessary as the result .of this work. Ae /Signature of Applicant or Agent Windsor,.Construction .2 -377 Rancho California R`d.'#:200, 7"141676=8400 Name of Applicant (please'print) Business Address Temecula , CA Telephone No: r Riverside.•Pibeline Const. 3131 Van Buren Blvd;= Riverside 714/359-1220''•` Name of Contractor and Job Foreman ,'; ; Business Address { ETelephone No. , 561150 ._ 1850 Contractor's License No. • f ;.'City Business License No. CNA ins. �' ,��-� • 7821833 ;: Applicant's Insurance Company Policy Number,' , FEES; ^Subd vision Improvement.Permit — Class III q`' p' p��'• .. -. r� : 2— .«•'�" QQJLP`��• p� 9Jz�� Public improvements: -3% of estimated construction costs + 10 TOTA� Private improvements: 3% of estimated construction costs ;'�. Te., , �. Minor Improvement Permit —Class IV: See attached schedule ' 8,252.13 ' Inspection Fee � � $ : • • • � • • PERMIT VALIDATION Permit Fee ~� r '`PERMIT NO, 09f32 _ Penalty DATE APPROVED x Cash Deposit-Surety,Bond 4 , �,_ e .r ,/�,i,/ • if required EXPIRATION DATE �O $ 8.252. 3 � /l1 TOTAL: ' O DATE ISSUED �'/z� i Receipt No. Received ey Date Administrative Authority . z7 Recorded by TELEPHONE: (619) 564-2246 a ' i% saw a�.tl�.s�c.tiiWiaw?�l E. * . r.+s r r� G.•:a 1 V •r�rw i.' w. r .i.;.+,,,ea• lF'�1.w.�!�..11c.�r �%+�}l� le.4b'J,� `fir-l•�+. .�'y'v'7!'.,•'i�y++-�•.' • c•,. 7-777 li,n;, •ytri�' A • :.':.t!'i 1►,.y.1lT,� '.t , q-.' :1 r•.R+, P! Imo.• Wr +• . 6 'P..! �r �, W+ w• ` NOTE: �+ With proper validation 2 this'form.consttes, ituari I := - 1 CITY OF LA QUINTA' :' encroachmerivpermit ° � I y .+ , ' 5 APPLICATION FOR PERMIT. ,f ''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, II I DATE: January 14, 1991 . • Minor Improvement Permit Clas_s,IV LOCATION OF CONSTRUCTION TR -23913 Northeast `c!6rner of 'Milesand Adams (Street address or Description -of Location) ' construction of a..single PURPOSE OF CONSTRUCTION . ` Sketch (attach construction plans if appropriate) family.4detaC ed houszrig subdivision 'D ESC RIPT10N'OF,CONSTRUCT10N street improvements per arp�roved p1 ins on file DIMENSION OF INSTALLATION OR -REMOVAL' 33.5 acres' 1 ��btsti ��� Ct. - �}� � r A,,6 1 S;IZE'OF,EXCAVATION,IFNEEDED.' 1/2x91 APPROXIMATE TIME WHEN WORK WILL BEGIN ` 1I2/91. - APPROXIMATE TIME OF COMPLETION 8 weeks AD e.0vt��1l�'�a .ESTIMATED CONSTRUCTION COST $ 375,2113.'00 ' 4 '(Including removal of all. obstruction, materials, and debris, backfilling; com = i'paction and placing permanent resurfacing and/or replacing improvements) . a �►'` V In consideration of'the'granting of this permit, the applicant hereby agrees to. r; Indemnify; defend and save the City, its authorized. agents; officers, representatives an"employ ees, harmless from andlagafnst any and all ' pe,rialties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or'darriage to;persons or" property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to .th� pa plicatiori. ,° r ` • Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. ,� jCompl' with 'all 'applicable City Ordinances, the terms.and conditions of the permit and all applicable rules and regulations of the City of rr. - . La Quinta and to pay for any 'additional replacement necessary as the re ult of this wofk` /Signature of Applicant or.Agent Windsor .Construction 29377 Rancho California Rd. # 2b0' -,714/676-8400. -Name of Applicant (please print) Business Address TemeCUla,CA ,Telephone No.,. Riverside •Pibeline.,Constt.- 3131 ,Van` Buren. Blvd, Riverside- 71'4/359=1220 1 F f. • Name of. Contractor and Job Foreman .Business Address Telephone No. 561150 ". r. '1850 Contractor''s License No. City,Busiriess License No. ` CNA Ins.. �. 7821833•' ' Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111' (}Q Rublic improvements: 3%.of estimated construction costs 3(�ASFyXATZ—?52;3 ' Private improvements.:. 3% of estimated construction costs • r,' , Minor Improvement Permit — Class. IV: See attached schedule. Inspection fee $ 81252.13' PERMIT VALIDATION 'Per mit Fee PERMIT NO. ©982 4 Penalty Cash Deposit -Surety Bond DATE APPROVED if required 8 252 13 EXPIRATION' DATE TOTAL: $ v. , . 7c. ' DATE ISSUED ` Receipt. No. t,• w By. s Received by 1 Date Administrative Authority, Recorded by TELEPHONE: (619) 564-2246 ` SPECIAL CONDITIONS --PERMIT NO -0982 TRACT 23913 The following conditions:. shall be met to the satisfaction of the, City Engineer: - 1. Permittee shall be responsible for,dust and erosion control. 2. Streets'shall"be kept clean. They shall be be completely, cleaned. at the end - ..of the -working day and:.more frequently if required. 3. 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. October 1st to'April 30: Monday -Friday 7:OOa.m.-5:30p.m. Saturday.8:OOa.m.-5:OOp.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 holidays. r 4.• Permittee shall assume responsibility, for repair of _existing pavement breakdown .at' the h'au1 road access to any public" or private street and, for any ..damage to,,other City streets or facilities. 5. Any on-site haul road shall.` -be effectively. destroyed, at the - conclusion of'the,work.to prevent use by unauthorized vehicles. 6. Construction traffic shall, be. -,,permitted- access from 'Adams Street only.: Permittee shall furnish, install, and maintain stop signs,:at each access to� any, public street to' stop construction traffic." ,Advance warning and traffic control shall, be installed and maintained in accordance with. Cal Trans Standards and subject to the Iapproval of the City Engineer. 7.: Permittee shall notify- the City at 564-2246 at least. 24 hours' in advance of starting construction. 8. 'All improvements shall be constructed as per approved•plans. « ••.r- .Tlie following General.M and Special Provisions are attached to and made a part:of Permit No.far,- + +-'« k sr• , '! GENERAL PROVISIONS C The following shall always apply: +' r + A' _ ' ENCROACHMENT ON PRIVATE,PROPERTY: This permit authorizes work to be' accomplished within City of La Quinta rightof way + ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or his contractors) to r �� • secure- permission from abutting property owners. Such authorization. must Wsecured by the permittee' prior to starting work. �1 ` + ,,TRACKLAYINGCONSTRUCTIONEQUIPMENT: Cleatedtracklaying'constructione3quipmentshall not bepermitted tooperate onany paved surface unless fitted with smooth -faced street pads. All mecha'ricaloutriggersshall befitted 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 + -pavement is scarred, spalled, or broken duringthe term of this contract, or if the pavement is marred, City of La Quinti shall request a h• that -these portions of road be resurfaced over,tl eir entire width. Resurfacing shall, consist of one coat of two inches (2") of A.C. f + • • a t �_ surfacing plus appropriate, seal coat as'specified' above. PROTECTION 'OF TRAFFIC: All excavations and work areas shall be proper)' lighted and barricaded as deemed necessary by the City Engineer -or La Ouinta.City Public Works Inspecto,rs. Suitable detours and detour signs shall be placed and maintained for the duration ' '"',of the project. The,City shall be notified 24 Hrsrin•advance of any traffic detours or delineations. ' CARE OF, DRAINAGE STRUCTURES: Any drainage'structure including corrugated metal pipe, concrete,pipe,+sCeel culvert and }, z concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event.it becomes + necessarywo remove or cut existing drainage structures, City of La Quints shall be'notified prior to commencement of this work. ` `.• ,. !' 4 Drainage strucfures and open drains s6ail be kept free of debris at all times forproper drainage. +, RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the rightof ;+e • way. All paved surfaces shall be broomed clean of earth arid other objectionable,materials immediately after backfill and compaction. • Existing gutter line and driinage 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 e immediately after backfill. DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on Cityof La Quinta roads, it shall be ' ' • the responsibility of the.permittee (contractor) to control this water•and to provide off-street barricades when necessary. P CLOSING STREETS:�No street shall be closed. A minimum of one. lane of traffic shall be maintained at all times to provide limited • _ 1 access for the adjoining' property owneis and emergency vehicles In the event it is felt by the permittee that he must close a street for n . any length of,time. permittee shall contact this office to obtain the necessary,permissiony + , .i.. • .} ,SPECIAL PROVISIONS •i : + " 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. t .. -• ry A t 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 o coveVall 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 r sted prior -to commencement of any. work on this project ." ` R3 UTILITY CLEARANCE: (Substructures) or to making anyexcavation within the City of La Quints right ofway authorized r1, y, = �• by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. r . " tt Damage to existing substructures resulting from operations conducted'under this permit shall be the sole responsibility " f ; of the Permittee. . I • - ' - -'' 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.' L 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 CityofLaQuinta RoadlmprovementStandards and Specifications, Ordinance #461.,. 6.. rR6 PARKWAY GRADING: Area between the property, Iine and top of the proposed concrete curb shall be graded td slope of "+ 1/4 inch to one foot (1'). .. ` y R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter + construction. r"' r . t`R8 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by' r * + r 9r CURB REMOVAL'FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( feet)shall be v �{ removed. Curb and/oi 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 pr6perty line and the existing roid'paving shall be 2-1/2 inches of A.C. paving placed on ( ") of class' ' .:r } r • • aggregate base. Driveway construction shall conform to attached drawing. R11 CULVERTS:A inch diameter()culvert shall beinstalled with the invertapproximately 1-1/2 inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing. ` + 012- SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall, be assured and maintained. tz \\R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall compjywit'h the ,manufacturer's specifications. •eft E.� ,, ., .. - + (�R14C ORDINATE WORK: The proposed work shall be subordinated'to any operation which the State of California or ity of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or ty of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ( R15 S VEY MONUMENTS: Prior to excavation or beginning of construction, all•survey monuments which exist on the _ '' nterline of all streets or property lines when involved shall be completely tied out so they maybe readily and correctly e 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 of replacement of all survey monuments for proper project clearance. F ^ RD -31' R16 SI MONUMENTS: Prior to excavation or begmninq of const i, all survey monuments shall be tied out by City of __ __inta and suitable payment or guarantee of payment shall be made as reimbursement for all work inJolved. R17 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. R18 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 1,000 lineal feetof 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. R�BACKFILL MATERIAL: Backfill shall be free of brush, roots or otherorganic substance detrimental to its use for purposes 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 notgreaterthan three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods maybe substituted, but in any case a relative compaction of 95 percent shall be attained within the structural section of the roadway. R22 ACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench efore 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 is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous. R23 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 as outlined in Section 6.3.01 of the /�tandard Specifications, Division of Highways, State of California, dated January 1973. R24 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line. PJne (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. R25 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 3,000 lineal feet of trench hasbeen excavated and backfill operations completed, but in no case shall ;he placement of the temporary pavement exceed a fi, a to) day iimit. R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, a temporary patch consisting of two inches (21 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 laterthan days aftercompletion of temporary road repair. 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 It 5) 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 9461. 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. R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated. such striping shall be replaced upon 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 tothe 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 safelywithout 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 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 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. 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. I. Pruning shall, in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches (2'1 and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector. • � •. _• '�'', •- •: +•. � ' . - � t •• • _ •� - •r' K •fit Make Check Pala T T r 0 .O O O f bleto, �e ,. �w PnUINT 8265 �` yT'. ,. • Y 5360003216- far i _Q a 104006.5 k: • _ t �' 4360003216 - WINDSOa FNn `EC;.�= Dare 1991 M C�KXC**,R,252.13 { , •a ,. r• i M: ROVEMENT-FEES INC. - Amount 7. r ,• • } . r t VOUCHER 03216erit r PryAf �' VegasNevada. ank Federal Saving Bank . Y ' y " i iu Aff � a t _ Please Deracb ' _ f 1�1 a W. E BANK ' .4 • h, • ? • - � � .. •- •` • -1 - .�'�'ashier's Check PntNerit Bank, ed ,rr iv' i* �� 94-7!24/3224 i ti i i Lar Vegas, Nevada era! Savings ink ,. t O �} O O 6 t.. EIGHT THQUSANB, TWO - ;•c t 5 i{ - r r 'HUNDRED FIFTon T 0 LL g `t :. �h Mlow acht �A»to' su 4 • - n , S2 -44,C3 I-1, ADO AR AND 13 CENTS r + "?Pnnr s °fin,_"� ;,.; 4"�s�k+s s r, gyp• ,•c ♦ iY'�' ,f; .�+r„L+ Yt �i "4'� Yw1i1 4r•.tc.Y.;Y �AIG._E r 4 - _. - - Ol'd2I0,j' '4 •r„� �o.•L :it �• h' `i<'e .Y °Er{ t%F '� s'� '+ 'r, f� tr -�T ., 3xr'i4,. xS- gn '�yv'Y-, ,! DaiCITYai OFA, LAQ INT,9 ;��';' ;w �'4r� t: K w ,ek ti s� i�Laol�\ ; ,_r A h ^`,., s, 4: ,�� Jan - e18 19 "-rJ .�! t TEMECIiL{3NCHO. CALIFORNIARD'. $rE r' 1�� y ' _ _'';ti91�:= �k��fck�fcXtiB,252 13# • CA. 9239 200 3 t 0 �.� x. `p. ' a - = A A 1. r r ,e �... • •, \�' .�• r •�'}: Iy,v,�r'•� =YS r yrir? � � F .^i �: �'� s.s? • - B8'Saje Friend! • IIS 0 0 TWO Signatures ited 1 -4 06 Sing 3 2 21.7 i 249 ` �t�sooao r.l _ 0 3000 36 31r w ' ,r. '� ren • .. ;. ', _ r A-• '°+i 'I � ':?, •,tw f•1 }',�' r� j • r ,, � '� y r' t rye. _ ' _ �. •f � ' .' _ � �. SENT'BY:WINDSOR_PROJECTS1 INC:. 1-15-91 3;11PM 7146768554�J 5645617: ti 2 j AOOENOUM :STREET IMPROVEMENT PERMIT CONTRACTOR: Riverside Pipeline.constructl:ob, Inc: 3131 Van' -Buren BImd Ri,-verside. CA 92503. Telephone: °, (71,,4)``359-1220 ;. i CA Lic, No.: 561150 City Lic. NO. = 1805' Insurance Co..: CNA Insurance: ` Policy No.: - 7821833 CONTRACTOR: Southwest. Construction Co., Inc.' i 290gr Rainbow Y'a11 ey Rd. Fal .lbroak, CA '92028. t Telepho."ne: (619) 728-447.6 CA, Lic., No .,1 46518 ' X i til Ltc, _,No.: 631 - Insurance Co: Schell &..Egert'Ins: Co. Auto.& Liability Poli No.: BBA771845 ' Marshall Brgoks.r:Insurance Co., fwC-8140708 SENT BY:WINDSOR—PROJECTS9 IN 1-11-91 12:00PM 714 554 5645617:# 2 • lilOTl<t , lM" Or"m valwilwo enoroair�itaoat pert�sit aff OF LA QUINtA 4 y� APPLICATION. FOR PERMIT PUBLIC WORKS C®NMUCTICN (ENCROACHMENT) For the omns%ruetiiaa of public or. private cur*. driveways. pa amen", sidewalhte, Perkins I*% aieYrere. P and other inee.pufilla vyorke ifnprovw(-W a In eomw tm with MINOn iMPROvEMFtNTs and AFI'ROVo sumimm atltl�dltfl9lCff lrnpro'refoant Permit _ Clastr 111 DATE: Januar,10, 1991 Mtn l�eep�ersn,.io� Lks 1V LOCATION OF N 1?C�10M Tract 23913 Northeast corner of Miles' and Adams . Istteee eadfesa► ax dmeSt+r�ea.r z - , RI E �p C0�$T��ICT1Oii1 C0115trticti on of a S11I le Sketch lame h eon w wtion plana if ap ) am. etas a housing Su 1 06URIPTION OF CONSTRUCTION �rot morglMents, DIMENSION OF INSTALLATION OR REMOVAL 33.c es SIZE OF 9X CAVA NE1060 T-6 Z APPROXIMATES TIME WHEN WdHK VA LL 81110m J-2-91 k 'APPROXIMATE TIME CF wmPLETION I ee S ESTIMATED CONSTRWrION OOET s _..ov.dp • ►Iriowlahp reffav afl of alt oinuhrcdon, materiels. OW delm i bG*fiilihq, Qww orf s1Pt� plet5in® papfrehar161R1tt t!lliFf;$Cla� aridlor replaNrtlf iffhpr®eiwnosstel WCOnSidwation Of the Irafitifq of this psrmit,'the ooplimi t hereby agnm to: IPOIWO fv, d and on ft City. m avthon:ad ae11em, offkam norawftiiiat L-4eT*ovm, N mriesr fiem irg a9aaitet ov W4 ' ,'(iendQiet. !!abllJft w lass MjtNtifl4 fr®trl alainq of to MW said a►jfq ave of MV_ OFF rdar~t, lap a► darnap eo fleesena.ar e0a0pet9r hepte11hwwor OmCYrrN1Q a omnorax fmit of w" wm* unaw%otw under the panni! Oram" "rum" fQ I" QW, Ill I NaaifY the AdMiaMt+afrA Authakw at wo twenty -0 r 1241 hoops in advwm of the tom wh" went #iiia to ropp0. Can Wy WIN 1111 mils" CJty Ovdkwt$el, the MINI ann 1*W tiaw sf the ftM" ane all Rsfplfaaibfe rvias wd reele/MM at tM pq of 6a Quin ane to pay fat viw aAdkw* mmiaa6mm ftwm v se the rjwAj of this warm. . r � " Who IdIPJ050R CONSTRl1CTIOP3 COMPANY 29377.Ran na or I" �o r Temecula, C - 232Q 714 676-8400 N,sma of AApiwant (please orentl Business Address' Teieanone No. See Attached Names of Contractor and Job Foreman Business Address Telephone Ne.' Contractees L,cen$s No. - R C_ ity Business Licanse No. Aapiieant's tnsurant:e Company o Policy Number FEES: Subdivision Imarovament Persalt --0140 ill Public ithprovefnente: 3% of asw1mated eorinmetion oom Ptivate im*"rftn2e: 3% of eftim ted oahftructiorh tam . 1►TC • �Ilww� Lwwrw.r.wa ttrrnr ,w�_._ .. - - - _ -_ 'SENT,BY:WINDSOR_PROJECTS9,INC -15-91 •3:11PM 7146 544 5645617;# 2 %. ADDENDUMr Y -STRE-ET- IMPROVEMENT. P.ERMI'T •. �` ` CONTRACTORS 111 c'on§tructlon, inc. " Rimgrside 10 t, -3131, Vagi 'Buren B.l vd. ; .' Riversides CA. 92503. `- t� . Tel ephone.o`� ( 714) x'3.59-122'0. ,`Fk . CA 1i c. ' No.1 561150- V" ' ' CityVitt:' No. a 1805 4 ,• • r , .. {: ' ,Insurance Ca'.,: CNA Insurance w rPol icy'. No '^g 7821833 CO.WTRACTOR:', Southwest Construction Co.-, Inc. , '.. .2909 Rainbow 'Valley Rd. fal Ibrook'; CA 92028 y JelephoneS..(619) 728=4476 , CA Lic. Ad.°: 46.518 City,Lic. No,,. 631 ' IInsura.nce Co:..'Schell `& Egort Ins. Co'. +` Auto '& Liability ` k P.o11cy No. s' BBA771945 Marshall Brooks Insurance 'Co Y ° b = #WC 8140708 - . a. r F. • ♦ , I I I ,ye , . SENT BY: W I NDSOR_PROJECTS P a I N =15-91 ' 3: .1 IPM '; 7146. 554-3 5645617;# 1 . ` �' ; r` tet• �, , •' .. ' VVINDSORCOMPANIES ' 329377 RANCHO CAUFOIINIA ROAD r TEMECULA, Cil 02390 7 ♦meq ♦ , ` ` ' t ;,• (71'4) 676-0040 .. T LECOPl R COVER ETTER t DATE: 1.,. , 5..%91 'TIME' �, I e S6 P M FRONT: JAMES ' S :AE I L • T TO:. ,'rt CITY OF LA.QUINTA+ —ENGINEERING , FAX NO. � 6�) 564 _ ..5617 ATT: SHARON HARRIS , • i • �} `.. r; . .. �. � 1. - %ar6n , er our conversation, the attached list the contractors.' as requested on the Street.Improvement Perit. Thank You' for.your courtesy. e `» Virginia NUMBER OF PAGES INCLUDING THIS COVER SHEET:, Z 'If you do not'r lve,the correct number•of pages or.have:3ny questions =ncerning,this tegifis�mittel,.please contact the above sender, "RAX NUM®ER (1114) ' ` ;*� � ., ` y 4. lee... i' +,* ` S -• � • 4..,• •• _ Y ... ,`.. "SENT;BY:WIND50R=PROJECTSF.Ir 1-11"-91 12:61PM f , 714554�'a '"5645617: ## 3 F r ,rte v • , i SSR .iPN�ES ' /2937y'FIANCNO CAUFORNIA ROAD: ' - TEMECsULA r r F . �F • !+ . � yrs ,. ! - - _ F � TELECOPIER' COVER LETTER DATE." TIME: 1 r ; 30 A M 4 FROM: DAN TMc I • � ; TO: r `CITY OF'- ILA 'l1INT t �• a, ; .; i . z ; :. 4 A -ENGINEERING . . FAx'Nd,'( 619')+ 564 x,5617 ATT, HECTOR GUZMAN ., f Street'I rovement Cs ) Application Pldasi Fax back }the cost of the 'per'mit. ► • '44,0 .. NUMBER OFPAGES INCLUDING THIS COVER SHEET:' 3 w If y®u dd not r i` i9 thicorrrect number f ; .® pag8s or`ha�v®sny questions • concerning this transmittal, please contact the above sender c FAX NUN3ISER (714) 07Al Metal t r •'.Y NO u , r REMOTE STATION 1.D. ,START'TIME-r rDURATION #PAGES COMMENT ' P.O.Box ,1 S ` r... 0''56" 76-10Cnil®r-st- 1 i 5' T� '0u:Ln*-a, CA 92253 619-564-2246 • ' .� 9'ACS2M=LE - Qg "�t�' •TRANSM2T'TAL•{ ,Y RTO: ,• •r r 1+ ' � • - � ' - .. - � s , ' FAX NUMBER co(,• .. FROM : ���=c�!_p ,. r ., • .. r FAX NUMBER: 619-5614-5617 _ m.twwwwmrrww,rr,iryrwwr�wwr�rrrrwwrrwww�erw;ewjw�m:►mmrwrrwfewrrswmrwwwrm.,,'.' .. . • t � OPERATOR: /�.� i�.C�i—+AJ '�f••fir�_�r •/•.r r. s ,• R..�'-TOTAL•NUMSER OF BAOESa • ' (including cov®r ®2`1®at )– r )DATE•'SENTs _ � '�1 J r .`.� .. 'TSME SENT t/�r� ..rwwr�wwrrwwmwwwrwrwwrwmwwwrrwww•rmwwwwr wrr.o- .i .`iwwwrrrrwrwwrrwwm y � ADDSTSONAL COMMENT6: Af Ae :.,.e r A2 -X,!s -.-c- R 1 Y NO u , r REMOTE STATION 1.D. ,START'TIME-r rDURATION #PAGES COMMENT 1 1-11-91 - 1:21PM 0''56" 1 .71467.68554 .� SENT-BY:WINDSOR_PR07ECTSP IN -15-91 11:22AM`; . 7146 55�� '-^ .5645617; # '1' ,- 2937T/FIV1 RANCHO C UFORNIA ROAD TEME��Ut& CA. i f F¢\ l a y (714) 676��400 + t TELECOPI R. COVER LET -TER SATE,1 5 91 TIME:. 9, : 30' Nl A /11 te. FROM: James -S. ' Wii 1 ` r To. CITV OF LA-QUJNTA FAX NO.-(LiL } 564 5617 , ATT.,Planoirtg` Cngineering'Q pt.- Addendum - Street Improvement Permits � ` L' Contractor. Ri.verside'PipelineiConstruction Inc`. }` ?` 4 Application for Permit •has. be6n' jiled• by Windsor Construction. -Company, . Under.Contractor, City~Business`License Number was not available, . • time,of application. The above is.fmr'insertion on application°, Thank you: k, s NUMBER OF PAGES INCLUDING THIS COVER SKEET: v R you da not rec&� the �rr®ci riur of psgs dr hwe any questions. man ��ncerning,this transmittal, please oontect the above sender, NUMBER (714) $76.8554 ` PAX Q6,A1 r ` pit ., n • ; ._ ,, Q 14,- P.O. Box 1504 `` f 78-105 Calle Estado •"'` k v'' ••. La Quinta-, CA 92253 F�:'r+• �'F 619-564-2246 INCORPORATED r. w � a r, Y{ � . } • c. .t - �, i•.,. `z 1 992 Aj .OF "�''� FACSIMILE TRANSMITTAL FAX NUMBER: / �J ��5 K FROM: FAX NUMBER: 619,-564-5617 3 '+ OPERATOR: f TOTAL,NUMBER OF„PAGES: , (Including cover sheet) DATE S ENT : Al TIME SENT. , ADDITIONAL COMMENTS: t ,. r Vim. • ` i _ V �•�. '_ '1 - i, • 'i +. ` ',. AXFORM / C S O . Sox 1 + �* ' 78-105 C&11� E ado , 4 �.ulnm, CA 92253 , LQ 1Qtt 619—,564-2246 ,+" tom' 1\m J /• Y + C� .C>F `iI "i R'ACSXMSL.E TRAIJSMSTTAL' t, r• •Iryn - a', ,• f' • 4 FAX NVMSER: ' FAX'iNUMBER: 619-564-5617 T • ! + • wwwnrww wwwwwwww411wwwwwwwww w'wwwwwww,trww;rwwwyrwwwwwwwwwwwwwwwwwwwf•w ._� + 1' OPERATOR TOTAL NiUMBER OF , 8AC3E5 s i 1. (2ncTuding covdr aha�t3 DATE SENT a. 1' ! a TIME SENT : .. ._ �•"- f O • . _ww wwwwwwwwwwwwwwwwwwwwirwwww,vwswwwwwwwwwwswwwrwwwwwww wwwwwwwrsw . .. ADDSTSONAL• COMMENTS: wl �•� a • etf A7CFpR,M / C S �P . ♦ , i THIS DOCUMENT. .,(RED-UCED' SAMPLE.`ABCVE) ' : 1 + •+ .t i BIAS SENT,' - 4y w Mkt 'COUNTY * .! c SEND-***., � � t 1 NO x r , 1 THIS DOCUMENT. .,(RED-UCED' SAMPLE.`ABCVE) ' : 1 + •+ .t i BIAS SENT,' - 4y w Mkt 'COUNTY * .! c SEND-***., � � t 1 NO « REMOTE .STATION I. D.. START TIME 1 "#PAGES ,– . COMMENT r t . •1-1,5-91 3,:17PM THIS DOCUMENT. .,(RED-UCED' SAMPLE.`ABCVE) ' : 1 + •+ .t i BIAS SENT,' - 4y w Mkt 'COUNTY * .! c SEND-***., � � t 1 NO « REMOTE .STATION I. D.. START TIME .DURATION • "#PAGES ,– . COMMENT 1 7146768554' •1-1,5-91 3,:17PM 0159': 1 �. TOTAL,.- 0:00'.59" + - 1 XEROX TELECOPIER 7020 + `•lam, .� • , � � • ' i ♦ • • , ! ,• .1 S ••r • ! '� ' 4 SENT BY.Xer6x Telecopier. 102 11-11-11 12211 617-► 714676855441 P': 0. Box `150,4 ... �, .{ •: - 7a -105- Calle Estado .. .'Ea� Quinta, ,,CA . 92253 -619-564-2246` OF� t FACSIMILEk - • T TRANSMITTAL.. E , Al F'A'X NUMBER. - FROM: � �` - - , • ; •_. . _ y ♦,' H -FAX 'NUMBER: '619-564 j 4 . OPERATOR:-, r TOTAL NUMBER OFPAGES• 4I y '( Including ♦ cover, sheet) - '� DATE • SENT: • ' � •TIME SENT:'_' �' . � .. ; , . x ..,• j :- , ,xr , '. • www***ww*x*ww*www**+ewwir***w'*w***ww,�r,r**ww***�x,rir**,�w***�r**�rww�.° .. . I - • + N ..N. . r '�+' " -• � , •� }� J fit. J • 1 ADDITI10- L� COMMENTS • '. I . r• 71 FAXFORM/c5` i2�qnr� t"C�i� ►� �1.... 5T aocA Cl O co AVE� 1 -T-1 IM 1�77 GAJl � "t 7_..� t� r i -r�.� r ' ��'; i:: ...�• _1 ... �..7'-ajzf Lo ( ir-( DFL l IBJ03 W 1 T}f G� W�'7 iZ.�.) �,...1._.� z�>r,.i � �',: t�.� ( t iJL-:A.:-t Oj?. 4, 1 (714) 676-2146 — may -5 y ° Lic. #519608-A 1 IVA I -.P CjDn�dlc���p®c�nr�cl ='-'`'="' -''"GeneralEngineering Contractor- -�P 0---B x 2060E' r " {°42066 Avenida Alvarado #R MIKE FOSTER t FTemecula;�Cal f 92390w''f�' ,' Owner'` TTaftic Manual.,.-..'.;,,. ' TRAFFIC+CONTROLS ;Figure 5-11 TYPICAL LANE CLOSURE WITH C37 `= REVERSIBLE CONTROL (See note 10) TRAFRC .- i . • ' : n C14 (See note 6) ._.ii _ f G— vNJ j T t 1 Cones 100' max. sparing . ' L Variable ~Closure cones or barricades, — — (See notes 9 and 10) y Advance Warning Signs 500' to 1000' aparl. T • •� T • . T .--. rf T •� _... _._....� . Y (See note 12) WORK AREA 'M 'F (See note 2)'1 ■� (See note 11) LAM[ x Optional taper ti ' r,:, (100 ft. max.) C30 (See notes 3 thru 5) C9A C36 SPECIAL NOTES: FvM conditions could require deviations from these plans and accompanying notes. NOTES: 1_ This plan does not apply where there are emergency conditions. Under emergency conditions, equipment and personnel which are available should be utilized to implement a closure even though such closure does not meet the stand- ards contained in this plan. As equipment or personnel become available an im- mediate effort should then be made to implement the standards shown on this plan. 2_ Where approach speeds are low, signs may be placed at 300 feet spacings and even closer in urban areas. 3. All advance warning signs shall be 48" x 48' minimum on highways with approach speeds of 45 mph or -more. When speeds are less than 45 mph the C23 sign shall be 30' x 30' minimum; other advance warning signs shall be 36' x 36' minimum. 4_ AM wanting signs for night closures shall be illuminated or reflectorized. 5_ A C18 'ROAD CONSTRUCTION AHEAD' or C16 -ONE LANE ROAD AHEAD' sign may be used In lieu of the C23. (See Note 3) 6. A C13 'END CONSTRUCTION' sign, as appropriate, may be used in lieu of the C14. The sign is optional if the end of work is obvious or falls within a larger project Utini TRAFFIC' CONTROLS. Advance Warning Signs 500' to 1000' apart. — — (See note 2) — No Scale C14 (See note 6) . LEGEND • Cone or Y Flagtree Portable Delineator Ft Sign , Flagger 4*11111111 Direction of Travel :�- Flashing Yellow Beacon (Optional) 7. "Warning (W) series signs used in work zones shall be black on orange. Exist- ing yellow warning signs already in place within these areas may remain in use. 8. All cones shall be internally illuminated or fitted with reflective while sleeves for night closures. 9. The spacing between cones along centerline should be approximately 100 leet throughout the length of the work zone. Centerline cones may be eliminated if a pilot car operation is used. 10. When a pilot car is used a "TRAFFIC CONTROL WAIT FOR PILOT CAR' sign (C37) should be posted at intersecting driveways and roads. Flaggers may be used in lieu of C37. signs.- 11. igns.11. An additional advance Ilagger should be considered' upstream on high volume highways, to warn traffic where queues may develop. Flaggers' stations for work at night shall be illuminated as' noted in Section 5-07. 12. Place C30 "LANE CLOSED' sign (30" x.30" minimum) at 500'-1000' intervals throughout extended work zones. They are optional if the work area is visible from the Ilagger station.. , � v ik $ $ h s LL��� G iZ ZrF C23 C36 C9A (See notes 3 thru 5) R,VARE sp to L tto A ANEA (See note ll) I I I Advance Warning Signs 500' to 1000' apart. — — (See note 2) — No Scale C14 (See note 6) . LEGEND • Cone or Y Flagtree Portable Delineator Ft Sign , Flagger 4*11111111 Direction of Travel :�- Flashing Yellow Beacon (Optional) 7. "Warning (W) series signs used in work zones shall be black on orange. Exist- ing yellow warning signs already in place within these areas may remain in use. 8. All cones shall be internally illuminated or fitted with reflective while sleeves for night closures. 9. The spacing between cones along centerline should be approximately 100 leet throughout the length of the work zone. Centerline cones may be eliminated if a pilot car operation is used. 10. When a pilot car is used a "TRAFFIC CONTROL WAIT FOR PILOT CAR' sign (C37) should be posted at intersecting driveways and roads. Flaggers may be used in lieu of C37. signs.- 11. igns.11. An additional advance Ilagger should be considered' upstream on high volume highways, to warn traffic where queues may develop. Flaggers' stations for work at night shall be illuminated as' noted in Section 5-07. 12. Place C30 "LANE CLOSED' sign (30" x.30" minimum) at 500'-1000' intervals throughout extended work zones. They are optional if the work area is visible from the Ilagger station.. , � v ik $ $ h s LL��� G iZ ZrF GE AL ENGINEERING CONTRACTORS r4, William Schulte Lic No. 561150 ' 3131 VAN BUREN BLVD. RIVERSIDE, CA 92503 STORM DRAINS- (714)359-1220 SEWER FAX: (714) 359-8730. - WATER, - r �h W/4 -L --/.'o60 60 Til p l� 4 ve Y si ti Traffic Manual TRAFFIC CONTROLS TRAFFIC CONTROLS 5-69 - 1-1990 ,r Figure 5-11 a Y• A , TYPICAL .LANE CLOSURE WITH C37s - C23 REVERSIBLE CONTROL (See note t0) y:� C36 C9A (See notes3thru5) ` �,' �COMIROL R[VARE ROAD ` C14 (See note 6) wARfOR I a� "� '� i�p t'�+ aosco :� t;OTCAR I m I � AREA "g @.[NO ... y: (See note 11) TT.• Cones 100' max. spacing ' r J i 1 L _.-..--1- -- --- -L -� L,Variabl 4__ . Variable • ,� - --- -- � c Advance Warning Signs 500' to 1000' apaA. = I 1 9 9 C osure cones or rri (See notes 9 and40) • - — ,— — — — (See note 2) — y Advance Warning Signs 500' to 1000' apart.Y (Se • y . r.--•.1"—.-.-. - a., "I"_ . e note 12) WORK AREA - w •h j (See note 2)1M , I / (See note ll) LAMF END ' ►Deco r W' ROAD WORK 4' Optional taper: � .. - , ... e (100 ff. max.) No Scale C14 (See note 6) r C30 C23 C9A A C36. s + (See notes 3 thru 5) LEGEND %, t y • Cone or I .Flagtree • p _ C _ - - • Portabie Delineator_ ' Sign ,- Flagger', SPECIAL NOTES: Field conditions could require deviations from these plans and accompanying notes. F •- Direction of Travel,.• Flashing•Yellow-Beacon (Optional) f NOTES: r 1 1. This plan does not apply where there are emergency conditions. Under 7. Warning (W) series signs used in work zones shall be black on.orange. Exist - emergency conditions, equipment and personnel which are available should be ing yellow warning signs already in place within these areas may remain in use. utilized to implement a closure even though such closure:does not meet the stand- 8. All cones shall be internally. illuminated or fitted with reflective white sleeves - ards contained• in this plan. As equipment or personnel become available an im• for night closures. mediate effort should then be made to implement the standards shown on this plan. '9. The spacing between cones aiong centerline should be. approximately 100 2. -Where approach speeds are low, signs may be placed at 300 feet spacings feet throughout the length of the work zone. Centerline cones may be eliminated if - and even closer in urban areas. a pilot car operation is used. t 3., All advance waming signs shall. be 48". x 48' minimum on highways with 10. When a pilot car is used a "TRAFFIC `CONTROL WAIT FOR PILOT CAR'. approach speeds of 45 mph or more. When speeds are less than 45 mph the sign (C37) should be posted at intersecting driveways and roads. Flaggers may be • C23 sign shall be 30"x30" minimum; other advance warning signs shall be used in lieu of C37 signs. 36" x 36" minimum. 11: An additional 'advance flagger should be considered upstream on high 4: All warning signs for night. closures shall be illuminated or reflectorized.. volume highways, to warn traffic where queue:: may develop. Flaggers'•stations for 5. A C18 "ROAD -CONSTRUCTION AHEAD" or C16 "ONE LANE ROAD workat night shall be illuminated as noted in Section 5-07, AHEAD" sign may be used in lieu of the C23. (See Note 3) 12. Place C30 "LANE CLOSED" sign (30"x 30" minimum) at 500'-1000' intervals , 6. A C13 "END CONSTRUCTION" sign, as appropriate, may be used in lieu of throughout extended work zones. They are optional if the work area is visible from • the flagger station. the C14. The sign is optional if the end 'of work is obvious or falls within a larger s .S�r •project limit. • 1 • - ,, _