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2148t NOTE:3 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 4/22/94 Subdivision Improvement Permit — Class I I I DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Washington St+ Bridge @ the Whitewater Channel (Street address or Description of Location) PURPOSE OF CONSTRUCTION Install conduits DESCRIPTION OF CONSTRUCTION Install Conduits @ bridge abutments DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) _ In consideration of the granting of this permit, the applicant hereby agrees to: Sketch (attach construction plans if appropriate) SBE ATTACHED DRAWING 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 Cit sof La Quinta and to pay for any additional replacement necessary as the resultf this work. / _ 7 • —� - i natureof Applicant orAgentImperial Irrigation District 81-600 Ave.418'S, La Quinta, CA 92253 398-5854 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Contractor's License No. Business Address Telephone No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 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. $ 0 Received by Date 2148 PERMIT VALIDATION PERMIT NO. 2148 DATE APPROVED EXPIRATION DATE 4-22-94 5-30-94 DATE ISSU D 4-25-9 By Administrative Authority Recorded by 11 TELEPHONE: (619) 564-2246 0 $ 0 Received by Date 2148 PERMIT VALIDATION PERMIT NO. 2148 DATE APPROVED EXPIRATION DATE 4-22-94 5-30-94 DATE ISSU D 4-25-9 By Administrative Authority Recorded by 11 TELEPHONE: (619) 564-2246 NOTE: 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, sewer, water riairs and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE:- q- ZZ- 6N LOCATION OF CONSTRUCTION _ Svc,! Pr 1 71FIIWP-F;�.;2- IStreet address or OesarDta. of Location) PURPOSE OF CONSTRUCTION�5��'�"�l"� �1 cf�- t ".L fit_ PTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL, SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN Subdivision Improvement Permit — Class 111 Minor Improvement Permit Class IV 6':�>2t Dc—,x, �O APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST S (Including removal of all obstruction, materials, and debris, backfilling, com. paetion and placing permanent resurfacing and/or replacing improvements) _ In consideration of the granting of this permit, the applicant hereby agrees to: Sketch (attach construction plans if appropriate) A/ r. Indannmfy, defend and save the City. its authorized agents, officer, reprriamatNp and errhPloyees, hermlas from and Pwwtres, liabilities or loci resulting fn3en cts,rs or court action and a►isi Out Of a agamn any arid �1 haapen,nq or oowmnq a a aro:urate result of a m accident, loss or damage to Pero" or propirty ny wont undo ken under the permit granted Pursuant to this application. Notify the Administrative Authority at Nast twenty-four 1241 hours ,n advance of the time when wort will be started. with all applicable City Ordinances. the arms and La Qui conditions of the permit and NI aPPlieihbte rules and rqulth atiors of e City of V Quints and to pay for any additional "Wer hent neeea V as the result of this wort. OAJ j Name of Applicant (please print) SSignature of Applicant or A9egtt /dao 410'r'Z c'4 Business Address Telaphonis No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicants Insurance Company Policy Number FEES: Subolvislon Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule I nspection Fee Permit Fee 3enalty :ash Deposit -Surety Bond f required TOTAL": leceipt No. S $ �— 'eceived by Date :ecorded by }'~ PERMIT VALIDATION PERMIT NO. _/ z1g8 DATE APP�ED �{ 7— EXPIRA ION DATE"-tr �S-- 3e- _ FV DATE SSUED By ^� Administrative Authority' TELEPHONE: (619) 564-2246 he foxlowina ueneroi aro Special Provisions are ettached to ana meas • oar, of Permit No. CX I L/ GENERAL PROVISIONS "he faxlowxna snail always apply: "cNCROACHMENT ON PRIVATE PROPERTY: This permit autnorizes work to be accomplished within City of La Quinta right of way ONLY. Whenever construction extends within private oroacenv. it snail be ins resoonsioxhty of the Dermrttee for rile contra ciorsf to starting torsi secure permission rrom abutting property owners. Such authorization must be secured ov the perminee prior to RACKLAYING CONSTRUCTION EQUIPMENT: Cleated traekiaving eonstruetton equipment shall not be cermmedtoo0w son ern paves Surface unless finedwrth smooth-feceo street peas. All mechanical outriggers snail be fitteo witn rubber street shoes to protect :ale paving curing excavations. Rubber-tirea eouipment only shall be used in backfill operations in paves areae. If the existing pavement Is scarrea, scatted• or broken during the term of this contract. or if the pavement Is marred. City of La Quints shall requaw trial Ineaa portions of road be resurfaced over tneir entire width. Resurfacing shall consist of one don of two inches 121 of A.C. surfacing plus scorOpnate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall ba properly lighted eeary bYthe City Engineer or la Quints City Public Worts inspectors Suitable detours and detour signs shall be pland bamaded b deemed neetaced enc mamdined for the duration of the orolem The City shall be notified 24 Hire. in advance of any traffic detours at delinsattona CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pips, concrete Pipe, steel cule concrete structures encountered during excavation which necesartad removal vert no shay be replaced In kind. In the Mflf.it becomes Drainage structures necessary m remove a cut existing drainage struaurea, City of La Quints shall be notified *nor to commencement of this work. ctures and Open drains shall be kept free of debris at ab times for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shag be removed fromthe way. All paved surfaces shall be broomed dean of earth and other objectionable materials immediately right of she r backfill end eomoaebon. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All ext:e95 malarial shall be removed prior to paving. Water tanker shall be used, as reduced• to sprinkle the lob site to keep down dust conditions a immediately after badno ache be used dill• DE -WATER OPERATIONS: 11 de -watering operations aro required and pumps are forcing wateron City of La Quints roads• it shall be Ins responsibility of the permittee Ieontrac tort to control this water and to provide off-street bamades when rwc@Mry. CLOSING STREETS: No street shall be closed. A minimum of one Ian* of traffic: shall be maintained at all a¢asstar the eawiningproOeRyowners aridemergerteyvehielea times to provide limned IntheeventItisfeltbythepormmeethathemustchMaalreatt any lengtn Of time. Dermmee shall contact this office to Obtain the rlec*lsary permission or SPECIAL PROVISIONS The follwing shall apply ONLY when indicated: NOTIFICATION: Permmee shall notify, the Ci 777-7-075 )7 7075 ty at�6 at least 48 hours in advance of starting R2 CASH DEPOSITS OR BONDS: A cash bond or an editwtlatdn. shall be furnished in the name of City of La Quin ta�covdr ell work bond inan amount of not 1623 than I ►ved in the restoration of the vv roads and survey monumems. This frond shall be continuous until cancelled i anotiaLa Quinti postea prior to cOmmencement of any work on this proles . by the City Engineer. This bond must be R3 UTILITY CLEARANCE: (Substructures$ Priorto making any exc@vguw within the CltV of La Quints right otipli"guthor,zed TiLI YCLEARANCE:(Substructures$PriortomakinganyexcavabonwithintheCityofLaQuintanghtotweyauthorized by permit, the permmse shall comas all concerned utility cOmpames rslatrw m the' -anon of e sting substructures resulting from xiaing ata0structurea.es. of the perm Damage to existing operaoons Ooriducom under ths permit shall be thesolstespprnibility mes. i UTILITY CLEARANCE: (Surface etructuresl No work shag be dons under this permit until all utilities are dear of the proposed work site. The permmee snail notify all concerned utility companies of the proposed worts. R5 PAVEMENT WIDENING: Area between the proposed surfaced with inches of A. C. paving placed en concrete gutter tine and the existing gra ate Subbase shall be having en"R'valueofnotlesa than— intoeCitvofs of s aggregate '^d ined^formaneewnh Ciryof La Quints Road Improvement Sunaaros and Specifications. Ordinance 0461. R6 PARKWAY GRADING: Area between the property line and t000fthe 1/4 inch to one foot 111. vproposedeonetecurb shall DegradedmaSlope of R7 GRADES & STAKES: City of La Quints shall establish grades and stakes for the proposed concrete curb and gutter construction. R8 GRADE CHECKING: City of La Quints shall check grades upon rece1ptofclan and PRO ileand/or grades asestablishedby a lirensea engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter 1 f@4111111 shall be removed, Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb• matching concrete gutter and concrete driveway epWoacn shall be constructed in conformance with City of La Quints Standard 0207, RIO DRIVEWAYS. A.C.: Driveway 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 1 _) of class aggregate case. Driveway construction shall conform to attached drawing. ` R 11 CULVERTS: A aicn diameter i _n)vert small be cith the inven xmateltv . t /Zinches below and in line with the existing flow iie. Culvert instalation sail oormto the attac^eddrawing R1 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 comptyvvith the manufacturer's specdit:atlons r 14 COORDINATE WORK: The propOsed work shall be subordinated to any operation which the State of California or City of La Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quima forces to preclude delay or interference with State or City of La Quints projects. t 5 SURVEY MONUMENTS: Prior to excavation or beginning of construction all survey monuments which exist on the cemerlxne of all streets or property linea when Involved shall be completely tied out so they may be rsadihattd eorrealy be replaced by a licensed civil engineer or surveyor at the axmertse Offing A othey May sat of addsttiovvrrrethe ties to mese monuments She" be furnished m the City Engineer, teteeothe ran aim. of srwmertumerit a TMheff� g the be lierdied opal eOhlpeperi Of re-ia-errrrit of all survey monumenes ter oromworeiea emors"ee. • _ z 16 _.:RVEY MONUMENTS. P-inr io excavation or oettinnino of construction. all survev monuments snail be tleoout ov C,tv ;f La uutnta ano suitable oavment or guarantee of oayment snail be mage as retmpursement for all vmrk Invoiveq. R17 °AVEMENT CUTTING: Pavement will be mecnanically cut to a stratum edge prior to excavation. Method of pavement • , - cunmo snail be aoorovea throuan the office of the City Engineer. IUnoer no circumstances small excavating 9auioment be used 10 excavate ortor to cuttino or pavement). Excavation material small be placed in sucn a position as to pest facuttate the general flow of traiiic. Prior to final oavino operations. any aamaae to oavemem stralgnt edge snail be corrected. R18 PAVEMENT CUTTING: Pavement snail be saw cut prior to removal. Prior to final paving operations. any damage to pavement stralgnt sage snail be corrected. R19 UMIT OF EXCAVATIONS: Excavations Shall be limited to 1 .000 lineeiteet at ooentrencn oetore oacktill operations must begin. All excavations snail be property barricadea Witn lionts overniont. on weekenas and nolidays Porins protection o1 the traveling public. The Public Works insoector snail determine tris suitability m excavation barricading in earn ease. No excavation snail remain open for a period exceeding five 15) days. No excavation snail be made unless the construmic . material is actually on the work site. 20 BACKFILL MATERIAL Backfill shall be free at brush. roots or Other organic substance detrimema....:sus4torpurposaa of producing an adequate IV consolidated backfill. Any material which the City at La Quints deems unsuitablelspdnsOr saturated material) which is encountered during excavation Shad not be used for backfill. but small be supplemented or replaced by an approved sand or gravel. R21 BACKFILLSAND: Backfill shall be approved trarllri-mix sand or equivalent and shall bs placed in liftsof hotgresterthsn throe feat 131 and vibrated using vibrotamperoreaurvelent equipment. Alternatemetri amaybesuOaMuted,DutInany case a relative compaction of 95 percent shall be attained within the s:rua 0 section of the robs"M- BACKFILL PLACEMENT: Bac fill shall be applied in lavers of not more tnan 50 percent of the total deem attha trenon before fiaOding lir amaximum offive-foot 161 lifts where trenches are of excessive depots. Care is to be exorcksad 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 eauivalem to the surrounding ground, whicnever is the greater compaction. Where Ponaing or flooding is used for a maximum settlement. adequate dikes will be constructed to retain the water. Where letting is used. the jets shall be of sufficient tengtn to reach the bonom of each :aver and the water supply shall- be continuous. 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 I1► test an each road. One I I I COPY of eacn test shall be forwarded to the Clty Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as ouumea in Section 6.3.01 of the Standard Spaciticanpns, Division of Highways. State of California. dated January 1973. Lily COMPACTION TESTS: If so required by the Inspector• compaction tests shall be made for each crossing or sarlrtce lin,_ One 11) copy of each test shall be forwarded to the City Engineer for approval and f iled prior to making parrnenent rebarca. Compaction tests shall be Maas as outunea in Section 6.3.01 of the Standard Speerficatlons, Oivision of Highway State Of Calilornls. 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 shop be placed after a maximum of 3.000 lineal feel of trench has been excavated and backfill Operations completed. but in no case shall the placement of the temporary pavement exceed a five (5) day limit. - _ _ R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed. a temporary patch s� ---- consisting of two inches 12'1 of SC -800 shall be placed Immematety. A permanent paten of surfacing placed ons inch classes A.C. base shall beplaced nolater thaniaysaheredmpletionaf • temporary road repair. R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting of tywtnches 12'1 of cola mix paving ISC-800) shall be plated immediately. A permanent patch of three inches 131 of A.C. surfacing shall be placed on six inches (61 concrete base as directed. but not later than fifteen 41 S) days after completion of temporary paving. Concrete base shall boot five -sack mix and shall conform to the City of La Ouinta Rosa improvement Stan as and Soeala 6nons. Ordinance 9461. R26 FOG SEAL A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all paten areas as determined by the City Engineer. R29 SEAL ARMOR COAT: A sees coat consisting of an application binder and screenings shall be applied on 411 paten areas where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specdiod 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. R30STREET RESTRIPING: Where street striving Is Still visible on streets to be excavated. such striving shall be replaced upon completion of permanent repairs. R31 TREE RELOCATION OR REMOVAL. Tree relocation within the City of La Quints road right of way shall be aCCOmalished by a licensed. bonded and insured tree service. and handled safely without mterfere nce or hazard to the trawling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing conartion at its new location. Trees to be removed shall be removed in sections wilf ich can be handled saf elv wftnout interfere nce or nazard to highwav traffic. The entire width of the tree stump snail be removed and disposed of so tnat no debris remains in view of the highway. The stump note snail be backfilled and thoroughly compacted as soecdied inthefollowfng paragraph. Where it becomes necessary to restrict traffic. the work shall be restricted to a maximum of 500 feet at any one ante. Adequate signs, flagmen and/or barneades shall be Provided to protect the trawling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or eaurvelent 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. dateo January 1973. R32 TREE TRIMMING: a. Only the necessary trimming snail be OCCOmplished to provide clearance of the facility for one calendar year. All broken or weak sections within the trimming snail be removed. - i b. Where It becomes necessary to restrict traffic. the work shall be restriCted to a 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 oermrt. d. All tree trimming on EVERGREEN TREES. PALM TREES. and other ORNAMENTAL TREES shall be accomplished to i the satisfaction of the City Public Works inspector. e. Abutting Property owners shall be contacted in all instances. prior to trimming or topping treed f. Pruning anal)6 in all irtsI c es, be at the ahOuidw at the cream to insure eviiIn teat neanno m an sun et "_ w....� +.`l.;e•;::!w�y 1k•)=C -e-d L:i:. �•F}-•,i7: :A;>:'Sa.. r�.r-r�;'::9LH'.J:.:y:.iw .,.. .. . _- '9si'.- _:�.s!..�..-.•..ln.--J,w. �..�.1y. N, .^^Y•vi,�{`!.r.f.•?l'::.:fSa..:•�•.l.a:l':.�.re..Yx:4^.i .r..r.y>{-••ACS»•n.��.T_•�r r..u1::�a•.•-.: ;� SPECIAL CONDITIONS --PERMIT NO. 2148 --- IMPERIAL IRRIGATION DISTRICT --- In addition to the standard permit conditions, the following shall apply: 1. All work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction. 2. Permittee shall be responsible for providing continuous dust and erosion control. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. Contractor shall comply with the local noise ordinance. Operation and maintenance of equipment within one half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5: 30p. m. Saturday 8:00 a.m. to 5:00p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00p.m. Saturday 8:00 a.m. to 5:00p.m. Work shall be prohibited on legal holidays including Sundays. 5. Permittee/contractor shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 6. Advance warning signs and traffic control shall be installed and maintained in' accordance with Cal Trans Standards. It shall be the permittee's responsibility to detour and barricade this site. A traffic control plan shall be submitted to the Engineering Dept for approval prior to any work in the travel way. 7. Street closures shall not be permitted. A minimum.of one travel lane on paved surface shall be maintained with flagmen at all times. 8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133. 9. Should additional work, materials, or modifications of the work be required in order to meet city standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. Special Conditions - Permit No. 2148 Page 1 of 2 ,Gy,. ,h'_�•,,'y�;I qi'. a4't:}'tivi�:}�.�^nf: Ji �, SPECIAL CONDITIONS ---PERMIT NO.. 2148 continued 10. All work shall be coordinated with the City's contractor and others working within the area as directed by and to the satisfaction of the City Engineer. 11. When the work is within 500' of a signalized intersection, the permittee shall notify Riverside County Signal Dept. at (714) 275-6894 or Caltrans Signal Dept. at (619) 688-6845 as appropriate a minimum of 48 hrs prior to starting work. 12. All backfill and subgrade soil shall be compacted to 90% relative dry density, all backfill soil within the top 2of finish pavement surface shall be compacted to 95 % relative dry density, all base material shall be compacted to 95% relative dry density. 13. If the work is to be performed by forces other than that of the utility company the contracting company shall be required to be a co -applicant and pay the appropriate fee. 14. All excavations at or near the travel way shall be backfilled and paved at the end of every work day as directed by -and to the satisfaction of the City Engineer for the protection of the traveling public. 15. Access and egress to all local properties shall be maintained at all times. Special Conditions - Permit No. 2148 Page 2 of 2 CONSTRUCTION NOTES 1OINSTALL 6-6" CONDUITS AND 2-2" CONDUITS OBED CONDUITS ON 1/2" FELT AT BRIDGE ABUTMENT. 3 EXTEND CONDUITS NO MORE THAN 2' OUT OF ABUTMENT AND CAP. OJION TWO EXISTING CONDUITS, AND CAPREMAININC 6 CONDUITS. 5. CONCRETE ENCASEMENT 3/8", 3SACK SLURRY OBRIDGE ABUTMENT OCONTROL DENSITY FILL. OTRANSITION TO SCH. 80 PVC AT 5' INTO BACKFILL. NOTE: APPROXIMATE QUANTITIES FOR: O= 20 CU YD O= 35 CU YD WASHINGTON STREET \ R/�F��r 44Z Mit, MgRT not to scale UNDER GROUND - SERVICE ALERT OF SOUTHERN CALIFORNIA Call: TOLL FREE 1-800 422-4133 TWO WORKING, DAYS BEFORE YOU DIG FINISHED SURFACE -------7 DEPTH PARRIES ti _ MIN. = 48" ?.�= o.: '0 - TYPICAL TRENCH DETAIL not to scale CONDUITS ENCASEMENT SOIL BRIDGE ABUTMENT LOOKING INTO ABUTMENT CAPS SECTION ZZNOTE: ENCASEMENT MUST FILL VOIDS BETWEEN CONDUITS AND ABUTMENT. not to scale 050719—S W. 0. # 5008259 SHEET 7 OF 7 IMPERIAL IRRIGATION DISTRICT IMPERIAL, CA. COACHELLA VALLEY DIVISION WASHINGTON ST. BRIDGE PARTIAL. CONDUIT LAYOUA Estimator 0 cn Q WATER POWER DATE: REV. BY: DESIGN: GRAIN PLANNING: CRAIN w DRAWN: CRAIN IDATE 04/22/94 CHECKED BY: -TV.-- APPROVED: "I d" ....-...... c LJ -1