Loading...
0692.....w�.....,�+A..h.._..�.�r�=..-l�,rt.t:VM*�i'i.. -.�. ,ti ra. _ _ _ �• _ _ ,.. _......�. _ ... _ +u. _ _ _ ...i � _ _ _ �• .....i......... .. _ ..Y ... _ -- _ _ _ _ _ .. _ � .. NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit— Class III X DATE: June 11, 2990 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION TR 24517 Fred Waring and Adams (Street address or Description of Location) PURPOSE OF CONSTRUCTION IID trenching DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN Sketch (attach construction plans if appropriate) APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ �� Q0 414)0 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify,defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims:or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (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. 'SignaturePof Applicant or Agent E.G. Williams Co 42600 Cook Street, Ste. 135 Palm Desert, CA 345-7591 Name of Applicant (please print) Business Address Telephone No. G & R Underground 56930 Panchita Rd, Yucca Valley, CA 3651593 Name of Contractor and Job Foreman Business Address Telephone No. 469553 587 Contractor's License No. City Business License No. AMI binder 4201 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class II I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $(oC`n�7� Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Date i �A�U � 7TAL i 9r p600.00 PERMIT VALIDATION PERMIT NO. 0692 DATE APPROVED 6/12/90 EXPIRATION DATE 12/31/90 DATE ISSUED By Administrative Authority Recorded by II TELEPHONE: (619) 564-2246 t I�Y��•i�1te•T�"•�•��t+�k lb,IF-��i�yP•Y5•'iY Y 1!� L...s. a. `a Y Y �.fi M� rh r �1, ABY O IiiYNA.Gs ie 41 W i. — V` MA Hn W. a,i w a� Yi a��..i Y f� w a'firA ►�-.r�'s•�P �i Y w"lir •.1r•W i�: NOTE: With, proper validation 2 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 _ Subdivision Improvement Permit — Class III X DATE: June 11, 1990 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION TR 24517 Fred Waring and Adams (Street address or Description of Location) PURPOSE OF CONSTRUCTION IID trenching DESCRIPTION OF CONSTRUCTION t . DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN Sketch (attach construction plans if appropriate) 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: 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. a' 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. lt Signature of Applicant or Agent E.G. Williams Co 42600 Cook Street, Ste. 135 Palm Desert, CA' 345-7941 Name of Applicant (please print) Business Address Telephone No. G & R Underground 56930 Panchita Rd, Yucca Valley, CA 365=1593 Name of Contractor and Job Foreman Business Address Telephone No. 469553 587 Contractor's License No. City Business License No. AMI binder 4201 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I II 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 f Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Date Recorded by odjij�.-z 0-5-191-90 io PERMIT VALIDATION PERMIT NO. DATE APPROVED 0692 6/12/90 EXPIRATION DATE 12/31/90 DATE ISSUED i I By .;� k.✓ r —Administrative Authority TELEPHONE: (619) 564-2246 R16 SU*ONUMENTS: Prior to excavation or beginninq of constr. all survey monuments shall be tied out by City of L ta and suitable payment or guarantee of payment sham 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 Rpavement straight edge shall be corrected. I9IMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights. overnight, on weekends and holidays for the protection of the traveling public. The Public Works inspector shall determie 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. 20 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (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 (31 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. (,case PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench t before flooding or a maximum offive-foot (5') liftswhere trenches are of excessive depths. Care isto 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 tothe surrounding ground, whichever isthe greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous. R23 COMPACTION TESTS: If so required by the 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 Standard 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. ' One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. . Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973: R25 )TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch �J 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 6f-3,000 lineal feet of trench has been excavated and backfill operations completed, but in no case shall , he placement of the temporary pavement exceed a five (5) day limit. `R26 /PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, a temporary patch consisting of two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a • inch class -base shall be placed no later than days after completion of temporary road repair.+1 R27 PAVEMENT REPAIR: F.A.S.: Upon c;mpletibnof backfill and compactioA, 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 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. t ` 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 e accomplished by a licensed'conttractor engaged in the business of pavement repair. R30 TREET RE STRIPING: Where street striping is still visible on streets to be excavated. such striping shall be replaced upon .. completion of permanent repairs. t ` 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 sectionswhich 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 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: y 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 resirict 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. t t 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. ADDITIONAL . CONDITIONS ' ENCROACHMENT'PERMITrNO. 0692 -R33 Surbey, monuments shall, be -protected in place •or.,- ' re;.established pursuant to City standar'ds.''and.-.the State of, , . California Land Surveyor's -Act.". C R34 Contractor•shall'Comply with` -the local noisesordinance-and; construction operations.•and maintenance of equipmefit within. one half`mile of•human`occupancy shall'be'performed only during the time -periods as follows. ' October ist to April 30: 'Monday-Fri_day..7.00a.m.75:30p.m'.' T t Saturday,b '8:00a.m-S: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,anytitiie'on Sunday and Federal holiday. j R35 Traffic control shall'be as per_; Cal Trans -Traffic Manual. _ Field adjustments in 'detouringishall.be accomplished as , directed;in order to -adjust to:actual field conditions. 'It . shall be 'the contractos r'-responsibility'to adequately barricade and detour thissite: = `' ' -.R36' A minimum ,'of two •paved t- -ravel lanes shall be :maintained at all :times. -'Flagmen shall be required t 'R37 Prior`to work starting,.Underground Service"Alert shall - be contacted"at 1-800-422-4133 and an:"inquiry.number" shall 'be provided_ ,to " the City Public 'Works "Inspector'. R38,. Existing,pavement shall be saw.cut prior to removal. R3.9 All excavation at 'ornear''th0 ,travel way, shall, be ,backfilled. - at the, -end of, the`iwork day''for• ;the protection . of the : traveling-public.,Temporary .pavement -.shall be -placed at _ the end of each work day. All.s.treets,shall be•`cleaned at' ,.. -the end 'of the - work All •backf ill . soil in Adams-, Street & Fred Waring,:shall. be� 'placed `so `that the resulting• compaction, shall, ,not be less- than ; 90 arelative, density. .All 'base •material` shall be, ' compacted.'to nothing lesS'_than,95o••ielative density.-. R41 Replace'ment-Vpavement shall' be a4'11. 'AC over. 6" Class II , aggregate ,base -on" Adams Street ;and 4 1/2" :ACS' over •8LL" Class II'aggregate'base on Fred. Waring. ` '`, •, F 0.1, 'r '�' • • • �. ,' c ;,, r•.. `• ' r , . - . 4 7 •. _ . .f - CORPORATION - i �, � _ DEVELOPMENT- : • ;19 .WILLIAMS ' 'AMOUNT DEDUCTION ' NET AMOUNT DESCRIPTION DATE Permit - Tract 24517,RanchotOcotillo $ 600.00 6/19/90 Encroachment Imperial Irrigation District - Electrical " M -'$.600-00 + _- CHECK DATE CONTROL NUMBER - *TOTALS 6/19/90 1947 .. " . ! + • .. . M1 f ate.. r]'. l .. i+ - -.W.• .. tS _Y: r - .ua.t+'aY..� „ ELDORADO BANK ' DEVELOPMENT CORPORATION ` PALM DESERT. BANK PALM DESERT, CA ' 92280 , ' .WILLIAMS 42 = 600 COOK STREET, SUITE. PH. 619 345-7641 .. r' r •�� 90-3152-1222 PALM DESERT, CA 92260 '' •'� "' • �•�^+y ,�c � � ' " , . - .~`fit :,: ' . , • • - .. *- * * . Y . r *npg - _ SIX,HUNDRED' AND,.00/100 s f CONTROL NO. AMOUNT ' r Y PAY' + _ DATE F.T- 6�19�90 '1,9.47 m $ 600 .00 .,, .,: , r • , ` TO THE _ ORDER OF CITY• OF 4U i'00 i.9471I' 1:1 2 2 23 L5 24�: 34625456.8iI' . r ^` , CONDITIONAL WAIVER -AND, RELEASE UPON FINAL-. PAYMENT` _ ` _ [California Civil Code.§3262(d)(3)] .. . I Upon recei tib the undersigned of a check from WARING ' ADAMS :VENTURE w UP P y 9 r • - - ,�• s •. - `-. � 4 . -" .. (Maker of Check) , . , , 'µ 600.00 7 CITY 'OF LA OUINTA' ` in the sum of.$ payable to � .. - and when the cFieckn�haSof ebleen properly endorsed and has beenepaide or yeby es of ' thekbank upon which it is drawn; this document shall become.effectivextd"elease any mechanic' s,lien,�stop•notice, or bond ''- w. right the'undersigned has on the job of r, WARING ADAMS , VENTURE' (Owner) � located at 'FRED-WARING & ADAMS LA QUINTA CA 92253• - ` ' • .- .., - - - - y (,lob Description) _ - This'release* covers the final. payment, to' -the undersigned. for -all labor, services, equipment 'or - ma furnished on theJob; except for disputed •claims for'.additional work;in 'the amount of «:terial x .. u . Before any recipient of:this document relies on it, the party should verify-' - evidence of payment'to the'undersigned. _ r' Dated:r June 19, A990' CITY OF LA OUINTA b (Company Name) By (Title)' NOTE: This form of release complies withAhe requirements of Civil Code Section 3262(d)(3). It Isnot effective until,the check that ` constitutes final payment has been_ properly endorsed, and has cleared the bank. USE REVERSE SIDE AS RELEASE FOR •INDIVIDUALS'PERFORMING LABOR FOR WAGES , " - : •WDLCDTTS FDRM 3262.J-CDNDITIDNAI WAIVER AND RELEASE UPON FINAL PAYMENT—Rev. b85 a '• - ;- . "• ; '.. - ©1985_WDLCDTTS.lNC. • (price class 7.2) 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, sewers, water mains and other like public works. improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I II DATE: 6/11/90 ' ,1 lJl Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION' T3' 5;-17 F&Aw A&"Q t4IJ�_. a t (Street address or Description of Location) PURPOSE OF'CONSTRUCTIONZ Sketch (attach.construction plans if appropriate) ,DESCRIPTION OF CONSTRUCTION—- DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME'WHEN WORK WILL BEGIN I APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION .COST 148,442.'80 (Including'removal of all obstruction, materials, and debris, backfilling, corn- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless. from and against any and all penalties, liabilities or loss resulting from claims or court action, and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (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 AAA 345 ZSV Name of Applicant (please print) Business Address Telephone No. G F 62 56930 Panchita Road, Yucca Valley, (619) 365-1593 Name of Contractor and Ab Foreman Business Address CA 92284 Telephone No. 469553 587 Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I II Public improvements: 3% of estimated construction costs ' Private improvements: 3% of estimated construction costs ' }0 Minor Improvement Permit — Class IV: See attached schedule y Inspection Fee $ PERMIT VALIDATION Permit Fee Penalty Cash Deposit -Surety .Bond if required TOTAL: $ Receipt No. ' Received by , ' Recorded by Date t ' f PERMIT NO. DATE APPROVED EXPIRATION DATE DATE ISSUED By Administrative Authority TELEPHONE: (619) 564-2246 ' � CATRACTORS NOTE 1. CONTRACTOR SHALL OBTAIN ALL NECESSAR`f PERMITS REQUIRED BY CITY OR COUNTY AGENCY. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH AND MARK ALL CONCERNED PROPERTY LINES AND EASEMENTS IN THE FIELD 1N ADVANCE OF WORK, 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH THE LOCATION AND DEPTH OF ALL UTILI.TYS AND FOREIGN SUBSTRUCTURES WITHIN WORK AREA. 4. CONTRACTOR SHALL ESTABLISH ALL FINISHED GRADES PRIOR TO INSTALLATION OF CONDUITS, PULLBOXES, AND TRANSFORMER PADS. 5. i:I.Q WELL InSPECT ALL CONDUIT RUNS, PULLeOXES,AND TRANS- FORMER PADS Tb. BE OCCUPIED BY I.I.D. PRIOR TG BACKFILL AND/OR CONCRETE POURS; CONTRACTOR SHALL NOTIFY I.I D. 24 HOURS -PRIOR TO INSPECTION. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO IT'S FORMER CONDITION AS NEARLY -AS, POSSIBLE ALL EXCAVATED AREAS OF THIS WORK AND COMPACT ALL.BACKFILL TO 90% M(NINUM. 7. CONTRACTOR TO MANDREL ALL CONDUIT RUNS, I.I.D. TO PROVIDE MANDREL AND INSPECTION. 8. CONTRACTOR TO PROVIDE AND PULLCORD-IN ALL CONDUIT RUNS. INSTALL A* POLYPROPYLENE. REF. JOB NO. 5003M SHEET I OF 9 SHEETS IMPERIAL IRRIGATION DISTRICT AK. RICJVI• CANAL POWOM SVWTM IMPERIALVALLEYPOINER PROJECT MUM z4517 UNOERGROUNC DISTRIBUT1014 W ".RANCHO d COTILLD' • oArs ��rrRovso I wa OAS C*AVM _ cNccx= i EA - 1•T4 , OICTCRICN•POfT CL4ArAINT IOM -04 W -W DENOTES NALL' TO WALL W -ES DENOTES WALL TO ENO OF STUB. NOTES 1. CONDUIT BENDS IN TREN04S.,WILL NOT HAVE LESS THAN A 12 RADIUS UNLESS OTHERWISE. SPECIFIED.' 2 SECONDARY AMC SERVICE CONDUIT SWEEPS WHIC14 ENTER A BUILDING PULLBOX,OR TRANSFORMER PAD SHALL HAVE A' 24" `tAONS 3. PRIMARY CONIDLlT SMAS *10i ENTER A TRANSFORMER PAD SHALL HAVE A -36" RADIUS. 4. TRANSFORMER PADS AND PULLBOXES SHALL BE SET r ABOVE FINISH GRADE AND/OR ...IERE A SLOPING CONATION EXISTS THEY SHALL K r ABOVE HIG1iEST POINT OF SLOPE 5.' ..LL CONDUIT TO BE P.V.C.-DB 100 OR SCHEDULE 40. ' 6. TWO _ GRCIUM ROSS 5/rxa (COPPERMELD) ARE REOlM AT EACH- TRANSFORMER PAD, PRIMARY PULLBOX, AND RISER POLE. 5603 87(0 7 IMPERIAL IRRIGATION DISTRICT /a_ml3Km Gait Pm sym COACHELLA VALLEY POWER PROJECT COACHELLA UNDERGROUND DISTRIBUTION FOR MCT #2 Z451: "ZANCHO 6COTI LLD PROPOSM, PRIMARY CONDUIT. LEaNQ E GSTING PRIl MARY CONDUIT. - — — — — = PROPOSED eT ENCLOSURE .SEE SHE; f g : OF.� _--- --- WCATES AREA TO BE CONCRETE ENCASED. EXISTM VAULT ENCLOSURE, MICATES TRID40I DETAILS SEE SHEET q' OF U DENOTES RISER MASER. PROPOSED SWITCH -ENCLOSURE SEE SHEET _L —OF _9 0 DENOTES RMk TO END OF M& A' DMING SWITCH ENCLOSURE. DENOTES MALL T;I RISER. _ ® = PROPOSED PRIMARY PUL!" SEE -SHEET� OF.. O = EXISTING PRIMARY PULLBOX ® PROPOSED TRANSFORMER PAD SEE SHEET OF = DOSTING V TRANSFORMER PAD. m PROPOSED to TRANSFORMER.PAD SEE SHc.ET OF 9 . 0 EXISTING 10 'RANSFORMER-PAD.. 0 PROPOSED KCONOARY PULL@Ox'SEE SHEET 5 OF • = DaS'TMG SECONDARY PULLBOX c PROPOSED Iios BOX W -W DENOTES NALL' TO WALL W -ES DENOTES WALL TO ENO OF STUB. NOTES 1. CONDUIT BENDS IN TREN04S.,WILL NOT HAVE LESS THAN A 12 RADIUS UNLESS OTHERWISE. SPECIFIED.' 2 SECONDARY AMC SERVICE CONDUIT SWEEPS WHIC14 ENTER A BUILDING PULLBOX,OR TRANSFORMER PAD SHALL HAVE A' 24" `tAONS 3. PRIMARY CONIDLlT SMAS *10i ENTER A TRANSFORMER PAD SHALL HAVE A -36" RADIUS. 4. TRANSFORMER PADS AND PULLBOXES SHALL BE SET r ABOVE FINISH GRADE AND/OR ...IERE A SLOPING CONATION EXISTS THEY SHALL K r ABOVE HIG1iEST POINT OF SLOPE 5.' ..LL CONDUIT TO BE P.V.C.-DB 100 OR SCHEDULE 40. ' 6. TWO _ GRCIUM ROSS 5/rxa (COPPERMELD) ARE REOlM AT EACH- TRANSFORMER PAD, PRIMARY PULLBOX, AND RISER POLE. 5603 87(0 7 IMPERIAL IRRIGATION DISTRICT /a_ml3Km Gait Pm sym COACHELLA VALLEY POWER PROJECT COACHELLA UNDERGROUND DISTRIBUTION FOR MCT #2 Z451: "ZANCHO 6COTI LLD PROPOSM, PRIMARY CONDUIT. - • • — • • - E GSTING PRIl MARY CONDUIT. - — — — — PROPOSED SECONDARY CONDUIT. --------- PROPOSED SERVICE CONDLIT ' _--- --- WCATES AREA TO BE CONCRETE ENCASED. t = l MICATES TRID40I DETAILS SEE SHEET q' OF R -R DENOTES RISER MASER. R -W DENOTES RMA TO WALL R -ES DENOTES RMk TO END OF M& A' W -R DENOTES MALL T;I RISER. W -W DENOTES NALL' TO WALL W -ES DENOTES WALL TO ENO OF STUB. NOTES 1. CONDUIT BENDS IN TREN04S.,WILL NOT HAVE LESS THAN A 12 RADIUS UNLESS OTHERWISE. SPECIFIED.' 2 SECONDARY AMC SERVICE CONDUIT SWEEPS WHIC14 ENTER A BUILDING PULLBOX,OR TRANSFORMER PAD SHALL HAVE A' 24" `tAONS 3. PRIMARY CONIDLlT SMAS *10i ENTER A TRANSFORMER PAD SHALL HAVE A -36" RADIUS. 4. TRANSFORMER PADS AND PULLBOXES SHALL BE SET r ABOVE FINISH GRADE AND/OR ...IERE A SLOPING CONATION EXISTS THEY SHALL K r ABOVE HIG1iEST POINT OF SLOPE 5.' ..LL CONDUIT TO BE P.V.C.-DB 100 OR SCHEDULE 40. ' 6. TWO _ GRCIUM ROSS 5/rxa (COPPERMELD) ARE REOlM AT EACH- TRANSFORMER PAD, PRIMARY PULLBOX, AND RISER POLE. 5603 87(0 7 IMPERIAL IRRIGATION DISTRICT /a_ml3Km Gait Pm sym COACHELLA VALLEY POWER PROJECT COACHELLA UNDERGROUND DISTRIBUTION FOR MCT #2 Z451: "ZANCHO 6COTI LLD 148 o :01N. Tp 24 -MAX. SECONDARY tL SERVICE CONDUIT AREA iiACKFitt aramr� PRIMARY CONDUIT AREA WITH EXCEPTIONS rrNl SAmGRAOE 30 1MIN. SHALL COMPLY WITH G-0. No. 128 RULE No. 43.3 AND 43.3A. SEE LL4j DF -TA I L B' v // 48 PRI. 0 1, DETAIL 'C` DETAIL`E~ S DENOTES SECONDARY OR SERVICE CONDUITS 43 PRI. SP DENOTES PRIMARY CONDUITS t 5 6 3� REF JOB NO. 500 S �SHEET 4 OF 9 SHEETS DETAIL+F" IMPERIAL IRRIGATION DISTRICT ALL-ANOMCAN CANAL PCWCR 9"MCM I MPERIALVALLEY POWER PROJECT TRENCi-IING C- TAIL 2 12.10.8E OATS I APPROV[D 1 110. DAT! DRAWN �. J, I Rwvvs:cmo CM[GKSo r ff i 9.74 :I[TCAICM•/C7T CLtARPRINT 1000•H DETAIL "A' GENERAL INSTALLATION NOTES / ®I NO BACKFILL WOULD BE REQUIRED IF PRIMARY I AND SECONDARY CONDUITS ARE TO BE CON - \/ CRETE ENCASED IN A STACKED FORMATION. ' ®2 CONDUIT RUNS SMALL NOT CROSS EACH -OTHER WHEN ON THE SAME LEVEL AND/OR PLANE. ®3 THE MAXIMUM 08TA1/VABLE SEPARATION 6E- TWEEN POWER AND OTHER %\ FACILITIES ALL SUB- STRUCTURES SHALL BE MAINTAINED ATALLTIMES. / 4® NO BACKFILL WOULD BE REQUIRED IF SECONDARY AND/OR SERVICE CONDUITS ARE TO BE INSTALLED IN A STACKED FORMATION'STARTING ATA POINT DIRECTLY O O A80YE THE PRIMARY LEVEL. ®S CONCRETE ENCASE.'MENTSMALL BE3f8IN. AGGREGATE DETAIL, D 2 SACT( MIX AND SHALL FORM A 3 IN. ENVELOPE AROUND EACH CONDUIT. �6 PLASTIC SPACERS SHALL BE USED ON CO`IDUIT RUNS TO Be CONCRETE ENCASED BOTH AS SINGLE OR BANKED INSTALLATIONS. ®7 WHEN COUPLINGS ARE REQUIRED ON TYPE"De,ES,OR SCM.40 DUCT A(S'NE'DGED) COUPLING SRALL BE USED. SEE TYP t11o01 torn aY I1.TCI Ci'OOI V 1M:. ANAWF M CAI v // 48 PRI. 0 1, DETAIL 'C` DETAIL`E~ S DENOTES SECONDARY OR SERVICE CONDUITS 43 PRI. SP DENOTES PRIMARY CONDUITS t 5 6 3� REF JOB NO. 500 S �SHEET 4 OF 9 SHEETS DETAIL+F" IMPERIAL IRRIGATION DISTRICT ALL-ANOMCAN CANAL PCWCR 9"MCM I MPERIALVALLEY POWER PROJECT TRENCi-IING C- TAIL 2 12.10.8E OATS I APPROV[D 1 110. DAT! DRAWN �. J, I Rwvvs:cmo CM[GKSo r ff i 9.74 :I[TCAICM•/C7T CLtARPRINT 1000•H r fIYY - s- t: •" - - _. '.�+..•s-" r �.'.. `, ��t .� 4 • ` , ✓ , `fit v y��y. •'+.� • �•;.•� 'M. • _ - ! •4 Y� •?:'Z••1ti.•� ,� 'Y? � r l•.., , 1. ..� E a `rZ' ` • i • . 'ZIY�y�, t1i�r.��'�V••�"'��: �� �A rlrar: ••'•� ��� �^r�•�'�p` �`� - •i . ,ram .. Wt 46: f PARR 1_j4.Z� I�LECT>lIC)j{7 j^ 13 ' �. F'.• S' _ , `, � 2'SiLM - - .- .. wry` I16• � , '� w n „ 1124 BOA (NOPE (N• Intpt) ^ i Wt. 19 Lbs. t PART -1324-1L Ey `• •abs 1, -1 � � '2�` <3• �,� � �, • .r}i. „ � y�• 1 .• .-.. KNOCK OUT .' T 42 plxfS)- 23 •� Y t .. 1324 BOA NOPE No mset t t 1: W! 19 lbs r y PART 1324-i1 0 . R F. JOB N0. 50087& 1" _ °p _ ,•- , �- SHE E T, 5; OF 9`SHE E TS I EM"AL IRRIGATION DISTRICT lMIWALVALLEYMWERPROJECT $, SECONDARY PUI:LBOX -- � Pv rARGON INDUSTRIES SNC. ' _ ' j ;,. _ r yV r.• } - : - • ' , _ .� r A may; �._ � r . S , DATR _79 Arintovto� it �►1«oMA CNccmeD .77 r_iJ EA-. • • ��•- J.[Ii•.LM moil .Li •Yoq V: '000 . _.: '�. ; •' ,,�-- ,. ^- . �. .: v� f..:.. c vs-* r fes. ROD -►c,'llygef4i.'"A`�-•�"•:• ;e '._'..� ,-: •r'l;.':i:: .:�w. �.: s�s % TOP VIEW :.. .... v.. �' is .•' � � �� �:a:�t`�.•„--•,� . _ — : y:.t -;` ;� .. :_cr q- � - f�,�_:• ; ^!•fie �4�`..;. 0 UNISTRUT 04 • ,ec Q 15/8• x IG^ QUICKBTRUT �Z PtJ►CES ON ASSOCIATED ANA ON POWER COMMUNICATION S•*T!J l S/S• x 5 ^ ilN15tRU' CR QUICiC51Yff ON ALL PADS ,Y 1. COMPACT ALL BACKFILL To 90% UNDER PADS REF. JOB. PRIOR 70 SETTING FAD.. SMT. -6—�L OF__S14T'S: 2. CCPPER. WELD GROUND RODS TO BE ARRANGED IMPERIAL IRRIG.%TIOM DISTRICT . TO FiT EACH FAD. IMPERIAL. CALIF. 3. SIZE AND NUMBER OF CONDUITS IN EACH PAD IMPERIAL VALLEY PC'.Y�R �FOJ C" TO BE AS SHOWN,ON SHELT SINGLE . Pl1AS1L 4. TRANS FOR':1ER PADS SHALL ISE ONE OF THE TRANSFORMER.,— FOLLOWING RAMSFORMER..,PFOLLOWING MANUFACTURES UNITS: 25 KVA TO 167 KVA ASSOCIATED PLASTICS INC. No.4VZ-I.I.D. POWER 4 COMMUNICATION SYSTEMS CO.' No PM4872 DTZ S- 8 - 64 APPion:n l� ARMOR CAST PRODUCTS CO. ,No.4b72-I.I.D. DRAWN EE- i4 ikLLt-= ► ►UPl NiJiL3 I. CONDUITS. SHALLERUMATED IN END WALL XMOCXO E"f USE OF C.AaT U% PLACE 1 TEHMIriATaRS, w�NOT. LESS.TNAN .4 --5" ZEF,MI�OFtS.FEF.,KNOGKOUT� l Z. JOINT 5EALING COMPOUND 5�IALL"SE• PrrACED SETWEEM' P&L -BOX EA, E A10D ALL' > GRADE RINGS. SEALING COMPOUND OR GROUT S"ArLL BE REQUIRED BETWEEN 6 LAST GRACE RING .AVAD TOP COVER SECTION PER DIS'TRICT'S INSPECTOR. , 3. PRSVIOE TWO PIECE STEEL TRAFFIC,OR -RPM- PARKWAY COVER5 A5 REQUIRED PER 015Tr%ICT DRAWINGS ANO IK ZHE CiIUANTITY SNOwN ON THIS 514EET. 4. ALL TOP COVER SECTIONS SHALL EE.. Fg0VIDE0 WITH 3/4" DIA. ADJUSTABLE EOLT5 FOR GRACE AND SLOPE (4) REQUtFEG. S. COMPACT ALL BACKFILLS TO A MINIMUM OF TO% 6 . PROVIOE TWO 5/8"X.80 C.W. GROUND RODS FER PULL EOX. (OPPOSITE CORNERS) 7. FINISHED GRADES MUST 8E ESTABLISHED PRIOR TO PULL BOX INSTALLATION. 8. BASE SECTION OF PULL.ECX MUST SE LEVEL PRIOR TO ACC'ITION OF GRADE- RING -S ETC. 9. ALL TOG COVERS SHALL F_E MARKED WITH DISTRICT'S LOGO I.I.D." 10. SEE SHEET(S) No. _THROUGH FOR SIZE ANO NUMEER OF CONDUITS REQUIRED IN EACH PULL EOX. CONOUITS TERMINATING IN S110E WALL KNOCKOUTS SHALL REQUIF-,F- THE USE OF END -BELLS. 2.12 6 ',�D9RD R�0 Rte 6S . ASSOCIATED MODE] NO. EPE 7100 Y ❑ PARKV,Eh RE^u1- EO j ❑ -TRA ; :CVE.R UI�EO REF. JACN0. SQON570 _r.mr-rT OF SHEET= IMPERIAL IRRIGATION DISTRICT IMPERIAL. CALIF. IMPERIAL VALLEY POWER PROJECT 3.0'x G' -0'x5'-0' PULL BOX PRIMARY UNDEFC-ROUNZ DISTRIBUTION OArs G •:0 - E ORAwN T. Cr. H . AMPROVsa cmircxlO I EE- It GRADE '1 aI ............. GRmub4m ROO .6 FT. LOOKING" NUUff LOOKING F.. CONSTRUCTION ' NOTES 10 CONOUIT, SWEEPS TERMINATING AT RISER POLE SHALL:BE SCHEDULE 80 WITH.*WRADWS. 2QGROUNO:R00S ARE. 5/8X BSC. W.(z.REaUIRtD) REF JOB NO, 50038360 SHEET. q OF 9 SHEETS IMPERIAL IRRIGATION DISTRICT T ALI.AIWMCAN•CAMAL'Powell •rsrtw - IMPERIALVALLEYPOWER PROJECT OAT& 7-1— ty0 APPROVED Am �+►*s DRAwM R . J- Rsv�ncM. EA- 019TCRICN-010ar CLEARPRINT loco -M