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0651.:+"-"' Y��,c�+-+«`wv�.'W "y..1e+'"`a�'�-ai!'.'�.i.`""tif 9M--"tV_'�G^..�.Fw,=�_�-�+...:�1�'>�b+-.r...f•.n3'�.r.yw.,-yrr;�.,......,,.,.,`.:.;�.•,•,,.� �.�.,.^"""'y;,,��'�4G4!`t-.--�M:.,�.:!"�i.-.''°. �.-.N�' .�.....-..�.y •...:.r- - _ . ­:p.@'FCyy;'t' �.r.S,'✓Hr%w w. Yrh�!ri r.,.w r-r..r�;f�r.r'..+i���;.4K�•4w •M�t�+�af.w.r«_.,:r -�.c.w w. ww.,iir'1�.�+� a.. �+.N+ r.� ww.....Y.w _r.":.•...f .rYt�n .�....w_�..r NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) Y' a For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water 'Mains and other like public works improvements iri-connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS May 21, 1990' Subdivision Improvement Permit — Class III DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Miles:. Avenue north side between •Washington Street and *717AR Acacid nevelopment (Street address or Description of, Location) I .to provide water PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) DESCR4-IPTION OF, CONSTRUCTION tonatall 2-12" Stub out M' M cQ,,1; nnfi AR fn1 lr, anw11 at)nacox. `510 ft west of "A M; lrap _ �)Pnnrnx 2f160 feet went of Adams on Miles DIMENSION OF.INSTALLATION OR REMOVAL SEE ATTACHED DISTRICT DRAWINGS NO'S 16036/16041 and 16042 SIZE OF EXCAVATION, IF NEEDED-` f. APPROXIMATE TIME WHEN WORK WILL BEGIN June 1990 APPROXIMATE TIME OF COMPLETION ' June • 1990 ESTIMATED CONSTRUCTION COST $ lln • R00 (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 iv 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 (`nar+,m1 1a_17a11Py Water District PO Box. 1058 Coachella,' CA 52236 398-2651 x 26 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. 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 Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. $ —fl— Received by Date Recorded by 0051 f PERMIT VALIDATION PERMIT NO. 0651 DATE APPROVED 5/21/90 EXPIRATION DATE 12/31/90 DATE ISSUED" 5/21 /90 By. Y Administrative Authority TELEPHONE: (619) 564-2246 .. �.s- r;;Ya,: r -,y .r Ya[.ri':�i�+y„,C �+�-'`-�,/l:.r+,..:-.a�,c,::,;.ji'... •;.-K`rr--+r...-...-y��.,.:: i;s,:,^+- - . - ^�. '+'l�. 4-.r:;i. moi"'=fir. '+i' (�"-• ' M `IK'�1•o•�n!'.��.•-'V'.4-��a � � (ice"tea YA iK Y w� �w r•ir J� d �r �i•.11-�Y •mow. i! +fo.il�'.M i.W..�o W ti W A Y i� n �IlW.i, � �a M Y �i M Y-aMrY. �i..Y-maw. �...: w"W K^� r. NOTE: With proper validation 2 this form constitutes an CITY OF LA QUINTA " encroachment permit m 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 May ` 21, 1990 Subdivision Improvement Permit — Class I II DATE: Minor Improvement Permit Class IV LOCATION. OF CONSTRUCTION Miles .Avenue north side between Washington Street and AAa.� m, -As.+ 7'?rR Acacid Development (Street address or Description of Location) PURPOSE OF CONSTRUCTION, t0 provide Water Sketch (attach construction plans if appropriate) Q +o rt17 :* ca DESCRIPTION OF CONSTRUCTION to install 2-12" stub out �j Co„nani-, nnr aR fo11ows:1) aoDr-ox. 510 ft west of , �aamc M; 1 02,Q 2 j arinrnx. 2060 feet west of Adams on Miles DIMENSION OF INSTALLATION OR REMOVAL SEH ATTACHED DISTRICT DRAWINGS NO'S 16036/16041 and 16042 SIZE OF EXCAVATION, I.F NEEDED 6x6 APPROXIMATE TIME WHEN WORK WILL BEGIN June 1990 'APPROXIMATE TIME OF COMPLETION June 1990 ESTIMATED CONSTRUCTION COST $ 16,000 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and ".placing permanent resurfacing and/or replacing improvements) w In consideration of the granting of'this permit, the applicant hereby agrees to: indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims' or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work Will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to, pay for any additional replacement necessary as the result of this work. Name of Applicant (please print) t Name of Contractor and Job Foreman Contractor's License No. Signature of Applicant or Agent District PO Box 1058 Coachella, CA 92236. 398-2651 x 2E Business Address Business Address Telephone No. Telephone No City Business License No. Applicant's Insurance Company Policy Number , M FEES: Subdivision Improvement Permit —Class III Public -improvements: 3% of estimated construction costs , Private improvements: 3% of estimated construction costs Gln '0651 0651 Minor Improvement Permit — Class IV: See attached schedule Inspection Fee 4'�$ —0— PERMIT VALIDATION Permit Fee PERMIT N0. 0651 t Penalty Cash Deposit -Surety Bond if required -0- TOTAL: $ Receipt No. Received by Date Recorded by ' DATE APPROVED 5/21/90 EXPIRATION DATE '12/31/90 DATE ISSUED— � 5/21/90 By Administrative Authority TELEPHONE: (619) 564-2246 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 _ 4 I Subdivision Improvement Permit"- Class III DATE: 5-17-90 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION _50thi — .100, ft. ea•.t of Park Avenue (Street address or Description of Location) IID Trench. PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Install... IID Cable f s DIMENSION OF: INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED. l e.. — Ft Deep APPROXIMATE TIME WHEN WORK WILL°BEGIN, May 241 1990 ' " APPROXIMATE TIME OF COMPLETION 3 .DayB ESTIMATED CONSTRUCTION COST $ ` S SO Q _ Q 0 (Including removal of all, obstruction,. aid ;.'?br!i, �a_�!:'ri;!i ; , cam. paction and placing permanent. resurfacing and/or �repiacing 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; h armless `'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 Aciministrative`.Authority at,least twenty-four (24) .hours in advance of the time, when work will be' started. Comply with alb 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. w, Signature of Applicanror Agent: .Chateau Estate's 74='900. Highway .111, _.Su. ' 113 Indi:.an Vel -1s, Ca. Name of Applicant (please print) Business Address Telephone No. Floyd Shope (:619) 773"9888 y pe / `Guadalupe Martinez 9295 Lofty Ln. C.V.•92223 Name of Contractor and Job Foreman Business Address Telephone No. 283373A 1614 Contractor's License No: Y ';.City Business License No: Crosby Insurance, Inc. (MS321989 Applicant's Insurance, Company Policy,Number ` FEES:' Subdivision Improvement Permit —Class Ill Public improvements: 3% of estimated construction'costs r f Private improvements 3% of estimated.construction costs. U Minor Improvement Permit= Class IV:•'See attached schedule-' o 'Inspection Fee ' : $ - '. x , II PERMIT VALIDATION Permit Fee ` PERMIT N0.' ,Penalty Cash Deposit -Surety Bond DATE APPROVED if required EXPIRATION DATE TOTAL: $ DATE ISSUED. Receipt No. i By` Received by' Date 1 Adm.inistrative,Authorlty Recorded by TELEPHONE: (619) 564-2246 / .f •` -_ The following GeneralOar anl•d Special Provisions are attached to and made a part of Permit No. A • r ;`'• �;. T GENERAL PROVISIONS. + The following shall always apply: t.,.- •;• �•; ;; a ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of way w 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 permitteeprior to starting work. +'- •, yTRACKLAYINGCONSTRUCTION EQUIPMENT: Cleated trackla"y'ing 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 , ;y the paving during excavations. -Rubber -tired equipment only shall be used in backfill operations in.paved areas. If the 'existing . 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: " } 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 Qujnfa 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 afterbackfill 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: • r �', `, y DE -WATER OPERATIONS. If de -watering operations are required and pumps *are forcing waternn 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 .r accessfor the adjoining property o\A6,rs and. erriirgency vehicles. Inthe event it is felt by the permittee that hemust close astreetfor ' any.length of time, permittee shall contact this office to obtain the necessary permission. " SPECIAL PROVISIONS . +, ,. Theeffollwing shall apply ONLY when indicated y y, ( R1 NOTIFICATION: Permittee shall notify the City rat'564-2246 at least 48 hours in advance of starting construction. '-R2CASH DEPOSITS OR BONDS: A cash bond or an approved surely bond in an amountof not less than $ 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 a continuous_ until cancelled by the City Engineer. This bond must be posted prior to commencement of any work on this project . e R3 TI LITY. CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right ofwayauthorized y 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 fthe permittee. " R4 TILITY 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. z} R5 PAVEMENT WIDENING: Area_ between the proposed concrete gutter line and the existing road pavement shall be l i surfaced with inches of A.C: paving placed on inches of class aggregate subbase course having an "R"value of not lessthan and in conformancewith City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. r = R6 PARKWAY GRADING:Area between the property line and top of the proposed concrete curb shall begradedtoaslopeof 1 /4 inch to one foot,(1•') R7 GRADES•& STAKES: of.La Quinta shall establish grades and stakes for the proposed concrete curb and gutter ' { construction. DE C ' , • •• � y„�S� t,`w; .f• �/ .. ,. • °.-,:, `�; .. ' (R8 RAA City of La Quinta shall check grades upon receipt of plan and Pcofileand/or grades asea�,stablishedby licensed engineer. c • R9' CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( feet)shall be 4 3 y ti. removed. Curb and/or -curb and gutter shallbe saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with Cit of La Quinta Standard #207. • p Y PP Y t * 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 1 inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing. �? R1 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. R13 SOIL STERILIZER':' The area to be surfaced sh * I treated with soil sterilizer. Rate of application shall comply with the ;, t ^.manufacturer's specifications: ' %R14°1 OORDINATE 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 . • r —'City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. R15 WRVEY MONUMENTS:. Prior to excavation or, begin ningfof construction, all survey monuments which exist on the centerline of all streets or propertylines when involved shall be completely tied out so they maybe readily and correctly r' ' be replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the t ties to.these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall. r fi 'i be notified upon completion of replacement of all survey monuments for proper project clearance. S 4 R16 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments shall be tied out by City of La Quinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved. 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 ravement straight edge shall be corrected. R19 61MITOFEXCAVATIONS: Excavations shall belimited to1,000lineal feet ofopen trench before backfill operations must egin. 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. R20 BACKFILL MATERIAL: Backfill shall be free of brush, rootsor other organic substance detrimental to its usefor 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 liftsof notgreaterthan 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 within the structural section of the roadway. R22 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench afore 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 andfiled priorto making permanent repairs. Compaction testsshall be made asoutlined in Section 6.3.01 of the tandard Specifications, Division of Highways, State of California, dated January 1973. 24 C MPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line. ne 01 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 ofthe Standard Specifications, Division of Highways, State of California, dated January 1973. R25 EMPORARY 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 has been excavated and backfill operations completed, but in no case shall jhe 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 ajni cla -base shall be placed no later than days after completion 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 (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 #461. R28 FOG SEAL: A tog 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 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 safelywithout interferenceor hazardto 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 asspecified in the following 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 itbecomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet 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 ----EN OACHMENT"PERMIT'NO.U651---- ONL)iTIQNS R33 Survey monuments s all be protected -in place Tor , i re. -established pursuant•'.`to City standards-and',the State of• California Land-Surveyor's•'Act. + F• R34 Work shall_ be coordinated with the City of La Quinta's_.- • ., forces to preclude;, delay..or interference with the City of La '. Quintals projects R35 -:'-Contractor shall'complytwith 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-ifollows: r y ` October lst to April 30:.• Monday-Friday,7:00a:m.-5:30p.m. _ Saturday 8:OOa.m.-5:OOp.m.• MayYlst'to September 30.. -Monday -Friday 6:OOa.m.-7:OOp.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 Ca1.'Trans Traffic Manual. -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.: _R37tAll excavation at or near the ,travel way shall be,backfilled at 'the rend',"of • the 'work day, for the protection 4of the ' +travelingpublic. -, R38 '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. r R40 All work to .be .performed, within the..existing �pa`ved section' ' shall be temporary paved and maintained by-the'Permittee, permanent pavement shall be•placed.no later than.15-days, of ter• completion -of .:the temporary ; road repair..' •R41 Ingress,and egress for local,properties shall be maintained" at all -times. "�M• R42 .Prior. to work;_starting,`Underground Service'Alert shall -be contacted at 1-80'07422-4133 and an ".inquiry'.number" shall •be" ' provided to.the City Public'Works Inspector.,' 'R43 Pavement shall'•be sawcut prior to removal. x'r R44 All ,backfill subgrade soil shall be compacted to nothing,-. - q Tess than 90o relative dry density, all backfill, soil within, the top 2' of finish pavement surface -shall be compacted to.., nothing less =than ,95 o relative 'dry density., ' - all base " material. shall be compacted to nothing less than 950 relative -dry density. - r - - .4 `�'� tip � ., •` Additional Conditions",,- Encroachment Permit # 0651. Page 2 . L 4 ` , R45 Replacement pavement sections shall be.3 " AC'over'411 Class 'II aggregate base'. ,. F... R46 If 'the vork is to be..petformed by, forces . other ' than that' of the.. utility i. company, tYie icontracting_ company, will be ` + •. required to apply 'f.or an additional"; encroachment permit ,. , r and pay- the -appropriate,-fee.- ' , r17' • „ 'y ,_ ♦ Y� - {.. .. +.: Vit. + Y � 41 * r +i ^f * FFJ '-uf / , • 4 i t t. t r.L 4�L ( Y. . - I . I _­ _­­ - . . I � I , - , 14 - _. v .- .y t 4 P .•_. is ., , ,. ^ .f. _ -.`� ` .yy ., .t. iii_ ''. 3.•�+1'.. .. ." '.'i .'a• � L • 7 :1 ,,r Wil"" J _, , • . _ \ ;, K , '' General L'.stri�t. Dotes for < �' ;�, t I stir t,er 5 ,' : I '', i F , x t � t y t 1. All materials and const suction shall confc'.-m to the Standard 'Spc-,cifications `. � : TRACT NO. 23268 • for the Const,uction of Domestic Water Syeirms (Standard Spec.;.ff.;.at1&`- of ``` ,, N [Y R w Ell/ST. $L Y. f? /�/ the Cr,,-.chella 'r ? PY w ( ) / / sl- atet District CVWD 1.6 o as'1 I b .Unless' modified by the �',.andard Specifications, ..he `stand�rds of the wl r`' �S�A,�E ss WATER IMPROVEMENT PLANS W A t . 1:, AN f American ater Wor.s Associations shall apply to ..tl materials and ,.,. L r- I E'ASEME'NT /2' �3 �' G construction met>tods.I.i :, ,32 /� Q U �' T/ESI .1 , �:` 2. All work shall be inspected by she CJWD. The ct�arges ifor 7,nsptetion,shall- : ; - '" . 4.. k �T�M r be in accordance with the CVWD's xc +� 7 y 'I I .. 2% /_f_ ` - - 0 TOTAL x.-.. C' �ations and Stand„�:d Specifications. . � , . -__� •. --- - 27' ri ' t ; 3. Work performed without inspectior :'tall. _be rejected. N ' • 3 EP. /8 D. PJPE /, 656 L.F. Ik f x s /z �, k " 4. M/,V. C z� .",�c I /2 D. £• P1 P9 /05 L.f. ' 4. The minimum cover for water distribution pipelines and appui inanees shall, `� cO wl" w.fTE�q.NA� ` . ; , ,. /2"A. C. P. PIPE t /, /8/ L.F. j be 36 inches. Streets shall be brought to subgrade and sewe`t "nstalled ` *- 4 ,1 ; 37 .8" D.L .PIPE, /49 L.F. beforE pipeline is installed. 1 , /e No. / P �; . . 4✓.4TGriP ,Yli///y 8" A.C.P. CL,. P/PE 6,4// L.F. ,11. ,,, 5. All connections to existing facilities will be made by the Distric•, 'at the js,. 6 F. H. ASSEMBLY 24 EA. owner's ex erase. Sixt da s notice re Fired. , ;. P Y Y q , TY10%CfIL SECT/ON - 44/LES �4!/.ENUE� /2'z /Z "X 8"X 8„CROSS . 2 . EA. N'7- • /8�x /8,X/2" TEE 3 EA. 6. The separa`ion between water a• -d sewer facilities shall be. as sgecifieJ {.n ': ,i' ; . W. R/w ,%y /c "x /2 "x 8" TEE 2 . EA. cvWD S tands�, d Drawing Wl r /ao 6 :'x 8 "x 8" TEE 3 EA. s s ou `s �� e • * + - 0" ,SD' 1'8U ' 7. Contractor shall contact the Chief Inspector, CVWD, at _east /+ h r pr. fe /2' 319, 38' �Z' �9��TTERFLY VALVE 6 EA to start 'of construction toarrangea precrnstruction conference.' :.`_ 6' 6' 32' 6, 6, /2� GATE VALVE /4 EA. j 32 6 6 _ 8" GATE VALVE /8 EA. . . 8. An approved cleaning tool. shall be pulled through the pipe during the1.I. 2% % 0 9'0 6 GATE VALVE / EA. progress of. its as.;embly to remove dirt, rocks or foreignAterials. i � 711111111.;1111, - - 2 2/, 2 .. ----- .. .12 2 EA. 9. No water or sewer pi1�E'�nes shall be installed under decorative concrete, �' // ,� I A - concrete curbs or sidewalks. ..11 in tract street�shal 1 be axed with P /B x /B x 8 TEE , / EA. I. : :.1-1 �. cav asphalt concrete pavement. °I ,. 1 .3'M/iV 7' �•!/,V. COYcT•R .' ' i " ,r 1 j' 8' x 6 REDUCER 6 EA. +' .. w ,_ \ , s " PLUG ? EQ. 10. These plans may be subject to xeview and/or revisions bq the District, if ' aw1. /�. i2A , 8 i� e k'A�E/P MA//V Li3 8 x 90 BEND / EA. construction has not b�sgun within 12'months from Date of Approval as sh���,m`,:' a . ;, „ i in CVWD Drawing Approval Blocks. r . '9 V. 0. P 6 BLOW OFF ASSEMBLY / EA +h 11 3/4 METER /92 EA. 11. Contractor shall sub nit to CVWD a list of materials to be used, prior;,to the •'' .: /"COPPER SRV/CE 5,640 L.F. `a' preconstruction conference. Onlq materials on he approved :?.�,st rayl b4 4 ; „' 7"YP/C.4L SEc'rloN LAS w5T.4s OR/vE _ , �� \ used. List shall include quantity, manufacturer, model, • si^e, and .othe • s s,.: ' °` N.T.S. h % �; Q pertinent data. `.."� ''" ..;;' f,: •, . R� Q k O ; ! 12. Contractor shall schedule his construction activities with the Chfef . '• ,J`' � �F`� K .; �'` �,` �' $ Inspector, daily, between 3.30 and 4.30 p.m. .cr he followiug'working day:' ,; , SEE• S EET. �/O. .SEE SIKCZ-7' /VO. 9 e i = ,': - - '. I If CVWD is unable to provide an 'inspector or inepect.c�ris, Contractor s. all "` < ' !�V reschcdule its worts for another time. 1 ,+' S1, r. Y : • y .. ' . 6 p �W yf 4P 4r 40 39 38 37 34 .3S •?4 3J 52 51 3o Z9 26 27 ?c ZO 24 23 Z2 2i 20 .. e •-. I _ '. n 30 ,. ,30 ' If Contractor e]este to cancel �scHeduled work without notice to,LVWD, .Y , �N /9 i. /p' 0p' 00 , /o., �. g" , Contractor shad l be charged 1 hour of Yrspection"time for each` day of • ` I E; ��' - - _ - 4, �-, R i8 F 1 occurrence.1. i r{' re" � N 11) .S•aW 13 F6iR/3 0 f ° /Z9 b 1• 13. Contractor shall call Underground Service Alert at 1-800-422-4133 at` hast , ,. * �'1. ,, ; 2 /e Z o� ? °/ Z % 4¢ 4S �6 �. �$ 49 50 .5"/ 5 2 53 30 /3/ /32 /33 /j9 /33 /3G /.�7 / /39 /7 :.1 r .: > . % -� �_ f- QQ two working days prior tostartnf construction.- y � . - k4 1 /G W - ` 1 � r ` , rA r, i { "r. "c W QI 41 �� '14. All ACP to be marked with A11en Detecta a -dor District ,a roved 4e WA' grin' ' ' ?_ � •:•'.; 3'Miy k Q /2 7 av P PP 4 8 , eo�� G3 G2 G/ Go S 8 6 /S � APWA uniform color code. t.. ; � . , : 7'M�� /e 9 s7 S SSS /49 /46 /47 /46 �S /44 /43 l4? �9i /40 h . {� 41 ti �2� 1 - - : r ,�' , �, 0 Co vE.P 1 A ;, r• / �• 1­1 cr*C (/) � �r N WATER ,LIA//V Ll- /?SQ f / - 1___J - 3 c t a . 100W *Wf. 1 '9 Y C. P. 1 /.� I , Y' x r y. ,2 M.4/A/ 1 /Z -f k F w ,t s`- ., 'x ' y Y s r 11 TY/�'/C,�9L .SECT/OiV -//i� 0 /2 1 cert i that the des i n` of tfie Waterv5 strm i n, Tract `No. �✓ . ': , TER/ R S7fEETS' PHASE .1JI ija /si /s? is- /s4 /ss /� /57 i'8 /.� �Y s r r. .S• 64 GS GG G7 613 G9 70 7/ 7Z 7i /23 �H PH<!S'EJl : f r f �, , '„� t r*NST e s i n accardanca with tfie Water , tem expans a on p 1 ass o ,.Che C he 1 1 a � . ;. - ; - -' N Q -� ;' , Q /i CDIVST• I a, 11 �/'✓ SRW Valley `Water District, and that,t.ye watFr sewice, ;storage•and a"tr;ibution , " ;,, ,r • . '_ :i S6 -_ /�'>7�ASE --s stem wi 11-be-ade att-to ids wrster-ser�*rl�r-to ssscft-frac.. Trti* cert- - _ply -- /o P/1ASE-I , Y -prcv - r _.. { CO/VST. 8 / 0 79 78 7 7G 7S ? u-< wi 11 u 1 as - u�t>I 2,5Zg 83 Z B 8 7 69 /66 /67 /Gc 6S 6¢ 43 /G2 Gi 6D CONST. f cat I On does not Cont t tLtte a q �'antee that t s pp y t oto s " • /Z/ a r r ur for fire �. eaion. '-;''L`;_' , /o /8 /8 /o \,1 9 tr et at any sped f lc quant l t l es,,loeas o P e s es p I h _ - . - BRADFORD /R. or an other u ose. . 4 G 4• C L OWE OK y p t'P11�11 1 . r` 1 Y sg z __ -- .- ij • A . r , I G . i4 r. 5 °� .:4 v 5 - - - - _ _. 11 1 fh, Gated:,�l r 2 0 Z /' /20 ^, Q ( _ 1.a1. 84 65 PO 8 88 6 90 / h -- - - /70 / /79 9 9,3 /7� /7Z �j / 3 7c /7e 9 0# 19?1 1 3' M�iv. i c; h ' I _ �. s . , =, coE,e 0 i //1y S Coachel Ii ley -.Water �.�tric: � 4 ~r " ;, ' 7 M/rtN � a is .. t: • covE,P ,ej /o? /o/ /ao 9.9 98 97 96 ;95 94I a AV /86 187 /86.�s /eq .p93 /92 /291 /B0 v ( i. Erlg i neer, A C' E . ;._, `.@ 3 ' t � I _ V) //7 4 W ? No . ' CO28454 �,:. � r , . _ 8 c. c. iT0 s•c.P. K Y ._ -11,-• ._ .x TI. Q - 54-6 B t - - �` `If , f ; ; SENr£R M.I/,t/ +� 1i F.N. fN. < <,y 41 F� /is� z W 1,, , ' h TYR/C Z cSECT/ON N ESP OR W /aw /as /o4C ro7 / �/09 rio /ri /r2 t /� /9i / / 7 '� / % / STiPEETS PyAsE .Zp' W �I //g 9t /93 /514 9, 98 /99 ,. r r CONST. //4 )� / 0 f _ r ,. 1. . , , - I Pf/.4SE I - - - - ,. . c0/VST. N o. �a . , , �„ .. t 1-" •P• D•I• r P _ _ _ _ _. _ - -- i sE�- E MIL ESrVO.6 - SEE AI/ENUE s y�T wo. - T . � Via .- �, _�' ' 11 • . ',; Ill �� , d" Q :. 1. ('. l �..1a h . ' A,d 4 INDEX IVAP e. --E,l -- -- kA' .aiwv ORS VE ----- -- _ --- - r . - a TRACT ., _ ' ' ' I' , 13269 h 0 / -ZOO , Q 0 1 '. f y Q . I) PHA SE I CONST. 1._ I -1 TRACT i 0 cors /-/o $ /60-/99 r- ' 11 I1zI, I 1.,41 , I 5 I 4 A•ti E { IV �N`. .r PHASE CONST.11 w 1. I ; ; , I LOTS // 33Q /30-/S9 ; :_,- PHASE III CONST V) WES7W4go LOTS 34-73x/23•/29 ¢,- ' SITE . I Q PA/ASEIYCONST E r. Q C C. V . W . D . • ORAWINO APPRO AL -. ,l • ;1 F _� , I L 0 TS 74 /P2 • _ # I / , c n �, r .• a '/RD IECT f►IBIt1EEl1 f , •..1.. f, P ito ) I MoaYMrW�A `Zel� 1.t ,.. , L W i DEMNY CHI fA II.C.t. No. ''4 r:' 1 I , BENGN til�4�?it'= P- -/ I E /�� s i n O 3 E tEv 9 7 �" Q �' LOC.4T/ON: o.S, 1k,F S. ALOrvG 71 S f�POLONG4T/ON11 Muuool-cn2t� LNBIIE[A e.c.t. Ilo ' coxlon . , a R r.; i 3 r 0 OF ADAMS ST" FROM 771E !�f/T. Of',40AMS Sr. y�` �crlenoMe,,::, ' / :; . �1,aa��t , : ,"r++ ` ,� 1. V { 44 T"'vvvE:7U T,fCCa //yTOF r�EA�L4NGATrb�t/ A��IGz�arM N ,/ ;, o ,.V ST s' M/lES Al2� 9/.7C'NE i 'C�taNGE- s/z� M.�rV OiV M/[mss, i.W+� ?4 7th /C 3 " AiPVM, ,4 NXIL f `rlN Cl/V Tfi/E --" ` , . N W S/AE Of�taWE.�' �GEa _?1C7J9-C.W.T. dO. 66' N E. �r. ,; y' •' ,1. AA:1aYI A 1 4/L .e i/N O/V 7`//E /Y.W &,OE fo- ,AVw,j e . - - fvL•E'V.367 CW. ' •,) OC/N/T Y M,4P - 38 • T. .52�. O E. ON M/LES AIDE. 115foM,4 R4/GRO40 &, /W ZVO.O W vN M/LE3 AvE. R� �� o Al r. s. - •POM A .4A/GROAD cSP/�t'E, FOI�NO Z"a'2^'ovE�Q r ,,t t ` K /" /RGYV P/PE N//T�/ r .,,, I 11A Q7UNTY ,4G• , •, ' , • , ♦ H .:.. �,.;,r +.-, c .a , -1 '.I."jy -"r Y� • 9` `� ` C i 4 .. ..-. •• .ter . y?' .a�3.y„i ,..,•', j v { REVISIONS: PREPARED UNDER THE DIRECT SUPERVISION OF `. 11 ,*�("{ `•- _ ' KWL ASSOCIATES :. , ;.., 1 ,• � "' • ti , + f r r . , r', ,• 112 Eu enc Road + , . �. I I i. I . I - I 15 , e - <. ...: , ,,n. , . TRACT r N0. 23268 ' . JOHN A. ALFORO R.C.E N0. 68 38 'ALM SPRINGS: CA 92264 i ' ,t 4= DATE: REGISTRATION EXPIRES 12 31-92 (6rg) 327 7786 ` ` i " . 4 _,� 4 > + WATER PLANS t� ,It •� ;a r `' . SCALE: T1 TL SHEET OF` 9 SHEE'TS� a A S &YOW/V '11 � -i <> A /t1O.QT%O/Y of S. 0,47 •E_% Gae JVC./9;T.ss ,C 7E- S`,8-AiM ;;#i#.� F ��': . 4 , rI .r w :. D UG•/9,6 W.O 19.9 FOR: V 0.; F 8. ' )' 'r DATE: ATEA B �. �. C � L, r ` « 1 , �' t' i -��1 �:I {.. , i t �. • • _ .. . _ , . . ♦ , __ '., -- I ,�, jIIIIIIIIIIIIIIIIIIIIIIIIIIIII . 1 I . -f - . . _ _. 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I W I I I II I O f 00.00 c S V/STAS DR. '!. /-/8 "x /6 ,, )2" TEE D.T, a . I I I � W I I !I ( 2- /9 "BUTTFR �Lv!/.9L1/ES M v 1 /-/2"GATE 1/A /05 /06 /O7 /08 /09 //O /// //2 //3 I I I II W W /04 I 4 0-I I II I / /4 Q Q a ���II I �� I of 1 Ptf/A S E .ZY : R ! PHA SE.Mr • PHA SE I N ��'1451'E I i SEE DETAIL O . "q '1 BELOW /Q/tw MA TCH L/NE SEE SH7 IVO. 2 AND S , STA• o t 28. o o W R/w I ' . N 6'S/DEi�✓AL/r Bus 7WRN04v7- r- - -"'I , I . I . - 1. (- -- L�-- , /.-L I --- I ��Q "-4's1'0,.-A1'411r-" -**,., - . C. $ G. . 3 _... T --- T in n --�- T "CML CMC f'/PE (TO REMA /N /N PLACE -�- �- T T - ---� - \ •r Ex.ar. E. P E0157- /2 � N I'�1 N o/s7• D wG. No. � 620 in ~ a FUT// RE N B 9' 35'04"E _ _ FvTa.PE _ b - _ Al/PIED/A/yE0/AN 4 EX/ -T; E. P. N ,,, ... ' • .. . ... . , L ll W . v k 17+ 59.00 h 11 /-/B "x /8 "x /Z a D. TEE N R/N/ • • Q /-/.e " BUTTERFL Y VALVE - /VOTE-: ,DE!/IE'GOPER TO Mil/NTA/N . . 1.C.V.W.D. DRAWING APPROVAL r /-/Z' GATE VALVE //vsT,4Zl-,4rio/V .4ER.4 ANO C• 8 G. /NST,QL L F/N.4G P,4i///UG . -. -...-_..•:.`__DATE_ ,, . . i - I N i -.-" 8 BLOWOFF1. I • Cnel�ed: 27 •JUNE 19°89`. 1 r PROJECT ENGIN ER .' r Ms. Mo. . i% _ , 26�OF/8'D. /. P. PROP. /8 ••D I•P. ►" h ; RecoNNenTY DEPUTY CHI E NEER C.E. No. CO201 -,I 6`04 , p WATER A4AIAl i Approved: ` 't tL • ' Ip X f9 "REG!/CER f - GENERAL MANAGER -CHIEF ENGINEER R.C.E. No. CO2307G j CONTRACTOR TO CONNELT "Q REvrsIDNs: DATE APPA. -" IF �� NDER D/lPECTAwsTR/CT ' g GATE VAL vE { SCALE: / - 40 INSPECTION N , X/ST. /Z" CMLICMC rti ♦ _ 1 /QCA1,41 W-VZ--a-401N YESAV--AWW..V-7V /B" ,3 - O/ST.4/CTFORCES TO /NSTALL WATER MAIN MILES AVENUE I I • J I /-/2 "TEE r /-/z "GATE VALVE N PHA SEI '.:F. V n/sAVE.CD/VST. .. - - . E X E UE ATD LOP SE P E ILE A E ER S • . DETA/L "A„ 1., P,?E,OA REO !/HOER THEO/REC7-St 1AFt-? //S/ONOF ASSOCIATES, INC. ---CITY NT1S. REVISIONS: /+1.T.Y ---0E----LA­- _:..QUINT-�-- __.. _ .-- KWL ASSO `I. rt 712 Eugene Road TQ A T w' L 0 /20 REGISTERED CIVIL E C NEER NO. 8638 (fold 327-7786 I /THC/ /YO. 2��V8 6 PALM SPRINGS, CALIFORNIA 92264 40 20 0 4 DATE: r ., REGISTRATION EXPIRES f 2-31-92 ' WA I E� P� I�•� I M S 30 /O 20 80 SCALE: .. BENCH MARK: OF 9 SHEETS ' APPROVED BY: I 11 . I/" = 40' SEE S//EET A/O, / MIL E S AVENUE . A PORT/O/V OFS//2 oF/1/E.//40FSEC./9T.5S. R.7E.,S.B.B.M. ' F1LE NO. J -r . DATE: DATE 4UG. /988 W.O. 1994 FOR: V L. D. CO• F.B. 0 1 .. ' ; -- . I 11 I � ­ I -- ­ .- i I } : t I . . . t _ I . I I I i ; I I } : i 1 ! t ! 1 .. i i . !. . . 11 1 i I .; I I : : , I _ , I 3 I i '' II ! 1� � i 4 , i i 1 i s s I � . _� _ I t 3 t I . I i ;I I , , , , : , , . t ; ? t t_ r t t ; i 3 i. i r I i } i i 3 I I , . 1 . _ t . I I _ _ ; _.._.. I _ _ ;. ♦ I + t 3 f • + , i. I : t / . ! I 1 -.. _._..__ ._._ _ . __L__ ._ _. .� _t. i r t , } ! ; ; : , l , I • •� ! , 3 r .. .. , , .. 1 I i �.. �__ _r___ _._ __�.._ _. ___ __ -._.. , I t /d f00 17,000 %6,000, . /s,000 /4000 /31400 /2 00 //goo o,0oo , .1 00 { - .I , . ,,, L AS�/S TA S DR. '� . - --- - -_ --- - - _� _ - - _ _ .� f .�- _ __ _ _ ---r� - _ _ _ CONST. /8 D -, P �i/•4TER MA/JV _� _ .___ :I III '' Q I j a . I I. it I =0"00- //f09.33 MILES AVE. (% . I W I I I II I O f 00.00 c S V/STAS DR. '!. /-/8 "x /6 ,, )2" TEE D.T, a . I I I � W I I !I ( 2- /9 "BUTTFR �Lv!/.9L1/ES M v 1 /-/2"GATE 1/A /05 /06 /O7 /08 /09 //O /// //2 //3 I I I II W W /04 I 4 0-I I II I / /4 Q Q a ���II I �� I of 1 Ptf/A S E .ZY : R ! PHA SE.Mr • PHA SE I N ��'1451'E I i SEE DETAIL O . "q '1 BELOW /Q/tw MA TCH L/NE SEE SH7 IVO. 2 AND S , STA• o t 28. o o W R/w I ' . N 6'S/DEi�✓AL/r Bus 7WRN04v7- r- - -"'I , I . I . - 1. (- -- L�-- , /.-L I --- I ��Q "-4's1'0,.-A1'411r-" -**,., - . C. $ G. . 3 _... T --- T in n --�- T "CML CMC f'/PE (TO REMA /N /N PLACE -�- �- T T - ---� - \ •r Ex.ar. E. P E0157- /2 � N I'�1 N o/s7• D wG. No. � 620 in ~ a FUT// RE N B 9' 35'04"E _ _ FvTa.PE _ b - _ Al/PIED/A/yE0/AN 4 EX/ -T; E. P. N ,,, ... ' • .. . ... . , L ll W . v k 17+ 59.00 h 11 /-/B "x /8 "x /Z a D. TEE N R/N/ • • Q /-/.e " BUTTERFL Y VALVE - /VOTE-: ,DE!/IE'GOPER TO Mil/NTA/N . . 1.C.V.W.D. DRAWING APPROVAL r /-/Z' GATE VALVE //vsT,4Zl-,4rio/V .4ER.4 ANO C• 8 G. /NST,QL L F/N.4G P,4i///UG . -. -...-_..•:.`__DATE_ ,, . . i - I N i -.-" 8 BLOWOFF1. I • Cnel�ed: 27 •JUNE 19°89`. 1 r PROJECT ENGIN ER .' r Ms. Mo. . i% _ , 26�OF/8'D. /. P. PROP. /8 ••D I•P. ►" h ; RecoNNenTY DEPUTY CHI E NEER C.E. No. CO201 -,I 6`04 , p WATER A4AIAl i Approved: ` 't tL • ' Ip X f9 "REG!/CER f - GENERAL MANAGER -CHIEF ENGINEER R.C.E. No. CO2307G j CONTRACTOR TO CONNELT "Q REvrsIDNs: DATE APPA. -" IF �� NDER D/lPECTAwsTR/CT ' g GATE VAL vE { SCALE: / - 40 INSPECTION N , X/ST. /Z" CMLICMC rti ♦ _ 1 /QCA1,41 W-VZ--a-401N YESAV--AWW..V-7V /B" ,3 - O/ST.4/CTFORCES TO /NSTALL WATER MAIN MILES AVENUE I I • J I /-/2 "TEE r /-/z "GATE VALVE N PHA SEI '.:F. V n/sAVE.CD/VST. .. - - . E X E UE ATD LOP SE P E ILE A E ER S • . DETA/L "A„ 1., P,?E,OA REO !/HOER THEO/REC7-St 1AFt-? //S/ONOF ASSOCIATES, INC. ---CITY NT1S. REVISIONS: /+1.T.Y ---0E----LA­- _:..QUINT-�-- __.. _ .-- KWL ASSO `I. rt 712 Eugene Road TQ A T w' L 0 /20 REGISTERED CIVIL E C NEER NO. 8638 (fold 327-7786 I /THC/ /YO. 2��V8 6 PALM SPRINGS, CALIFORNIA 92264 40 20 0 4 DATE: r ., REGISTRATION EXPIRES f 2-31-92 ' WA I E� P� I�•� I M S 30 /O 20 80 SCALE: .. BENCH MARK: OF 9 SHEETS ' APPROVED BY: I 11 . I/" = 40' SEE S//EET A/O, / MIL E S AVENUE . A PORT/O/V OFS//2 oF/1/E.//40FSEC./9T.5S. R.7E.,S.B.B.M. ' F1LE NO. J -r . DATE: DATE 4UG. /988 W.O. 1994 FOR: V L. D. CO• F.B. 0 1 .. ' ; -- . I 11 , - • Y t _.... .... ,. jI --- 4-441 ! t 1 1, 1,+ t I .t } _ _ i j � _ =- _ . i t 1 - - — { + -- - -- — __.. -. _ ( - - t ,._ . _ - - 1 + .., .- _ -- I t - - -fi- j_ t J I • - - , i4z a- - - - - - 9.V 000 8"00 7#00 6#00 5f00 _. 4*00 3+00 2#-00 �f00 k v1 CONST /6 " D I P WgTER M.4 /it/ N. h/ARLAA O OR. - SSE SHEET NO• � ' . - - 2•-58.09 M/LES AVE• O I II Q I } =0,,00.00 N. HQRUMODR. t O I 10 '/-/8 "x/a'x s" TEE D -I r- 0 /90 /9/ /92 /93 /94 /95 /96 /97 /98 /99 i I I I �- 8'�cArEV.4.cYE � 0 `2-/B"B//TlERFLY!/.4LYES c. o• � I PHASE I ti PflASEI a R/!d/ MATCH L//VE SEE SNT /VO. 2 STA. 0,128-00 R w SEE DETA / L — — R/l�ti Me.. BELOW N G' SiOE/✓ALK . C. G. T N m :► �— EX/ST. E.P. EX/ST• /2"' CAf41e'MC 'p/PE (TO REMA/N /A/ PLACE) h oisr. ow6. NO. 6 z i _ v► N89"35'04"E _ _ 44 • � .NEO/A.V - • Ir IA , i t � � RAW R/"� R/W • , v: N V fT/W_ 01/"02.00 N /-/a t /e 'x 124' D. / re., NO 7,15 OAER To M,4/NTA11V 1N -18 ,4NO /-/8 "'B!/TTY Y ERFL 4Ll�E - //V5T,444 F//►1.44 -Ri4l111V49 - h /-/2 Cs1TE YALVE t C.V. D. DRAWING APPROVAL ��� 8"ecowo�F OAT II h h PROP. /8",0 1. R AY4TER MA//V 26'OFiB"Gt/.P. I'-'1 Chocked: :27. JUNE 1989• ' CONrRACrOR 7V CONNECT '�,6Ar"'EI�.4Li�E PROJECT ENGINEER / wG. No. ' UNOER D/RECT D/SSR/cT R000...r,aea• ..• _ .,_ B'rX j DEPUTY F INEER R.C.E: No. CO2 S1 '�SO4V SCALE: ii 4O i /NSPECT/ON /S r. /2"CML/CM • - KNER#L MANAGER -CHIEF ENGINEER R.C.E. No. CO230?e O/SYR RIES TD /NSTALL (.. REVIGI0N9r DATE FPR. M/L E S VENUE, I C//.4N6ED S✓ZE a'.NW11V ONM/LES.Il2�- A'oWM 24 'M /B" ,3 ; . M/LES AVE. /-/2 .165.0yAL vE Ar O.�`�/ELOPE/TS EXPEiv-3P ' PHA SE I �-• • /VST ,. ., . , t co DETA / L ��8 I ,. s ' N r. f. } _ 4 j REVISIONS: PREPARED UNDER rY,6 D/RECT.S�/PERviS/ONOF KWL ASSOCIATES, INC. CITY 'OF LA Q V I N TA 40 20 O 40 /20 C r r ry` ,r , 712 Eugene Road '' PALM SPRINGS, CALIFORNIA 92261 - -" REGISTERED CIVIL ENGINEER NO. 838 Q �• DATE: y RE61STRATION EXPIRES 12-31-92 TRACT .JVD 23268 ' .30 /O •� 20 80 (619} '.....327-7786 WATER PLAMS APPROVED BY: SCALE: ' BENCH MARK;... MILES AVENUE OF 9 SHEETS a . , i 40 SEE sfIEEr n/o. i ' A PORTON OFS12OFN•E.//4OFSEC./9,T.5S7,? 7EftL'E DATE: DATE ,,!416. • 1988 W.O. 1994 FOR: V L.O. CO. F.B. 60 .. Y t _.... .... ,. jI --- f 1 4 - - - -1 J- t + r _4 r t + — - - - - - - - - - - -- - _ - - ♦ t F l i, _ 000 8"00 7#00 6#00 5f00 _. 4*00 3+00 2#-00 �f00 k v1 CONST /6 " D I P WgTER M.4 /it/ N. h/ARLAA O OR. - SSE SHEET NO• � ' . - - 2•-58.09 M/LES AVE• O I II Q I } =0,,00.00 N. HQRUMODR. t O I 10 '/-/8 "x/a'x s" TEE D -I r- 0 /90 /9/ /92 /93 /94 /95 /96 /97 /98 /99 i I I I �- 8'�cArEV.4.cYE � 0 `2-/B"B//TlERFLY!/.4LYES c. o• � I PHASE I ti PflASEI a R/!d/ MATCH L//VE SEE SNT /VO. 2 STA. 0,128-00 R w SEE DETA / L — — R/l�ti Me.. BELOW N G' SiOE/✓ALK . C. G. T N m :► �— EX/ST. E.P. EX/ST• /2"' CAf41e'MC 'p/PE (TO REMA/N /A/ PLACE) h oisr. ow6. NO. 6 z i _ v► N89"35'04"E _ _ 44 • � .NEO/A.V - • Ir IA , i t � � RAW R/"� R/W • , v: N V fT/W_ 01/"02.00 N /-/a t /e 'x 124' D. / re., NO 7,15 OAER To M,4/NTA11V 1N -18 ,4NO /-/8 "'B!/TTY Y ERFL 4Ll�E - //V5T,444 F//►1.44 -Ri4l111V49 - h /-/2 Cs1TE YALVE t C.V. D. DRAWING APPROVAL ��� 8"ecowo�F OAT II h h PROP. /8",0 1. R AY4TER MA//V 26'OFiB"Gt/.P. I'-'1 Chocked: :27. JUNE 1989• ' CONrRACrOR 7V CONNECT '�,6Ar"'EI�.4Li�E PROJECT ENGINEER / wG. No. ' UNOER D/RECT D/SSR/cT R000...r,aea• ..• _ .,_ B'rX j DEPUTY F INEER R.C.E: No. CO2 S1 '�SO4V SCALE: ii 4O i /NSPECT/ON /S r. /2"CML/CM • - KNER#L MANAGER -CHIEF ENGINEER R.C.E. No. CO230?e O/SYR RIES TD /NSTALL (.. REVIGI0N9r DATE FPR. M/L E S VENUE, I C//.4N6ED S✓ZE a'.NW11V ONM/LES.Il2�- A'oWM 24 'M /B" ,3 ; . M/LES AVE. /-/2 .165.0yAL vE Ar O.�`�/ELOPE/TS EXPEiv-3P ' PHA SE I �-• • /VST ,. ., . , t co DETA / L ��8 I ,. s ' N r. f. } _ 4 j REVISIONS: PREPARED UNDER rY,6 D/RECT.S�/PERviS/ONOF KWL ASSOCIATES, INC. CITY 'OF LA Q V I N TA 40 20 O 40 /20 C r r ry` ,r , 712 Eugene Road '' PALM SPRINGS, CALIFORNIA 92261 - -" REGISTERED CIVIL ENGINEER NO. 838 Q �• DATE: y RE61STRATION EXPIRES 12-31-92 TRACT .JVD 23268 ' .30 /O •� 20 80 (619} '.....327-7786 WATER PLAMS APPROVED BY: SCALE: ' BENCH MARK;... MILES AVENUE OF 9 SHEETS a . , i 40 SEE sfIEEr n/o. i ' A PORTON OFS12OFN•E.//4OFSEC./9,T.5S7,? 7EftL'E DATE: DATE ,,!416. • 1988 W.O. 1994 FOR: V L.O. CO. F.B. 60