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2070IE: • W? �.. W #fi.pro>�e1 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 2/18/94 Subdivision Improvement Permit — Class II I DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Date Palm/Between Sastebrush & Saguaro t (Street address or Description of Location) PURPOSE OF CONSTRUCTION Gradinst & IID Conduits Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION See Plan SEE ATTACHED CONDITIONS 450 LF trenching/moving 3500 Cu.yds soil DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED 1' by 30" Trench 450 ft APPROXIMATE TIME WHEN WORK WILL BEGIN 2/22/94 FEB 2 2 1994 APPROXIMATE TIME OF COMPLETION By ESTIMATED CONSTRUCTION COST $ 14,000.06 (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. Sig nat FFe tsFApp1ican;t.or Michael L Bangerter P.O.Box 59 La Quinta (619) 564-1486 Name of Applicant (please print) Business Address Telephone No. General Contract Management Same As Above Name of Contractor and Job Foreman Business Address Telephone No. 524325 Contractor's License No. On File 1235 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. Received by $ 420.00 10.00 $ 430.00 Date PERMIT NO 20`0 PERMIT VALIDATION 2070 DATE APPROVED 2/18/94 a /^ ,ej EXPIRATION DATE 6 3'31 ` 2 �7IQ71`t� DATE 16U D -Z_ — By Administrative Authority Recorded by II TELEPHONE: (619) 564-2246 _�----_a_------------------_----_----------------------------------- 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 �� gr C/ Y Subdivision Improvement Permit — Class I I DATE: 2 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION % &I IL(Jr,Slt7z �,/�cr�Lj _- (Street address or Description of Location) PURPOSE OF CONSTRUCTION grgA041'rt c.P?tr DESCRIPTION OF CONSTRUQTION ,S DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED Z 30 APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ © (including removal of all obstruction, materi Is, 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) g Gls—; a --c> Com P -I-T OtAs 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. of Name of Applicant (please print) Business Address r Telephone No, I—e ")& — G-�' /� ��e`.n, ,/ ?— 5c"Zz- ; 4, Name of Contractor and Job Foreman Business Address Telephone No. Sz</3z:' Contractor's License No. i 2 --3-!5:7- 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 $ 41Z O Permit Fee � o Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. $ X 3 0 Received by Date Recorded by PERMIT NO 2006 PERMIT VALIDATION 2d -70 jrjl DATE APPROVED 0-10- %4/ EXPIRATION DATE DATE ISSUED By Administrative Authority TELEPHONE: (61.9) 564-2246. 5 -he following Ueneral and Special Provisions are attacnea to aro made a Dart of Permit N0. Z O% L GENERAL PROVISIONS he following snail always aooly: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City Of La Quina rlgnt of wav ONLY. Whenever construction extends witnn private orcoenv. it snail be the resbOntoi iry or the permittee for his contrectorsl to secure permission from abutting property owners. Such authorization must as secured by the permittee prior to starting work. TRA CKLAYINGCONSTRUCTION EQUIPMENT: Cleated tracklavingconstruction equipment shallnot becermntedtooperateonenv paves eurtace unless fitteowith smomn-faces treat Paas. All mechanical outriggers shall be fitted with rubber street shoes to protea :ne caving during excavations. Rubber-tirea equipment only shall be used in backfill operations in paved areas, If the existing pavement is scarrea. spoiled. or broken curing the term of this contract. Or it the pavement Is nlarr"' City Of La Quints Shall request that these Portions at road be resurfaced over their entire width. Resurfacing shall consist of One coat of two Inched 12-� Of A.C. surfacing plus appropriate seal coat as specified above, PROTECTION OF TRAFFIC: All excavations and work areas shall be propeny lighted and barricaded as deemed rheeattsarybvthe City Engineer or La Quints City Public Works Inspectors. Suitable detours and detour signs shall be placed ano malntn=Q of the project, The City shall be notified 24 Hrs. in advance of any traffic detours or delineations. }arms duration CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe. concrete Pips. steel culvert and concrete structures encountered during excavation which necessitate remove, shall be replaced in kind. In the evem.tt becomes necessary to remove Or cut existing drainage structures. City of La Quints 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 fromthe right of way. All paved surfaces shall be broomed dean of earth and other objectionable materials immediately atter backfill and compaction Exiting gutter line and drainage ditches snail be replaced to their original standar or better. All excess material shay be removed prior t0 paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shag be used immeolately after backfill. OE -WATER OPERATIONS: If de -wearing operations are required and pumps are forcing wateron City of La Quints roads. it shall be the resoonsiollity of the permittee lcontraaorl to control this water ark: to provide off-street barricades When napsalgarvaaary CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to . access for the adjoining property owners and emergenevvehicles. In the event it isfeltbythe permmeethat he mu to a lined hmor any length Of time. oermittee shall contact this office to obtain the necessary permission. stclodsstreet SPECIAL PROVISIONS The foollllwing shall apply ONLY when indicated: / RV NOTIFICATION: Permmee shall notify the City at777"7075 l / 8 at least 48 hours in advance of starting eprubyetion, R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bona in an amountof not leas than s shall be furnished in the name of City of La Quints to cover all work involved in the restoration of the various La Quints roads ano survey monuments. This bond shall be continuous until cancelled by the City Engineer. Thibond Posted prior to commencement of any work an this project. s must be UTILITY CLEARANCE; (Substructures) Prforto making any excavation within theCity of La Quints nghtof waysutharized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit snail be in@ salerssbonalbiligr of the permtnee. R4 UTILITY CLEARANCE: (Surface struauresl No work shall be dons under this permit until all utilities are clear of the proposed work site. The permmee small notify all concerned utility companies of the proposed shall be work R5 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement surfaced with inches of A.C. paving placed an '^c}esofclass aggragasanrhavingan"R-valueofnotlessthan and in eonformeneewith CItyof La Quina RoadImprovementStandards and Specifications. ordinance 0481. R6 PARKWAY GRADING: Ar so between the property line and top at the proposed concrete curb shall begradedtoaaldpaof 1 /4 inch to one foot (1 1. R7 GRADES & STAKES: City of La Quints shall establish grades and stakes for the proposed concrete curb and gutter construction. �G RADE CHECKING: City of La Quints shall check grades upon reeetpt at plan and profile and/or grades asesabilshed by a licensed engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the exiting concrete curb and%or curb and gutter 1 fastlahall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quints Standard #207. RIO DRIVEWAYS. A.C.: Driveways shall be constructed as not to alter exiting 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 1 of clams aggregate base. Driveway construction shall conform to attached drawing. R 1 1 CULVERTS: A :hcn diameter f inches below and in line with the existing flow line. Culvert, installation snail cvert shall be on oirmtto thea achedhe invertidraaw ng. 1 /2 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 Comply with the manufacturer's specifications. 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 Quints forces to preclude delay or interference with State or City of La Quints projects. 15 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the camerllne of all streets or prcperty lines when involved shall be completely tied out so they may be readily and correctly bemonun the d by s Hoene pull engineerengineeror surveyor, at the expanse to [les to these of the DermnMa A cDnMI@M ut of note Wwmng the ismdi a anal, be furnished to the City Enginew wrwtothe reniovatoff anvmmwments, fiisoffiee shall be nc[rfiad upon p,alptsoptt a} reolacernarit'of ail survsv monumems tnr w.....�.......�_��_� '16 = RVE'Y MONUMENTS: Prior io excavation or oecimmno of construction. an survev monuments snail be tied out Ov City )t La Ouinta ano Suitable oavment or guarantee or oavment snail be mace as reimbursement for 811 work tnvolvea. R17 PAVEMENT CUTTING: Pavement will be mecnanicauv cut to a straight edge prior to excavation. MethOOOf pavernt?nt tuning snail be eodrovea through the office of the Citv Engineer. sunder no circumstances shall excavating equipment oe used to excavate prior to cutting of oavementi. Excavation material snail be otacea in such a position as to best facilitate the general flow or traffic. Prior to tinal paving operations. anv aamaae to pavement straight edge shall be corrected. R1 PAVEMENT CUTTING: Pavement snail be saw cut prior to removal. Prior to final paving operations. any damage to pavement straignt sage snail be corrected. 19 LIMITOFEXCAVATIONS: Excavations snail belimheato1.000lineal feet atopen trench before oacktilloosranonsmust begin. All excavations snail be droberty barricaded with lights overnignt. on weexenps dna nohdays tar the protection of the traveling pualic. The Public Works inspector sna It determine the suitatwitvat excavation barricading in each case. No excavation snail remain open for a period exceeding rive 15) days. No excavation snail be mace unless the construction material is actually On the work site. R2 BACKFILL MATERIAL Backfill shall be free of brusn. roots or other organic substance detriments, ; ; .:S use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable lspongyor saturated materiall 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 transtt-mix sand or equivalent anti shall be placed in lifts of notgreaterthan throe feet 131 and vibrated using vibrotamper or equivalent equipment. Alternate methods may be sub$tmnad. but in any case a relative compaction of 95 percent shall be attained within the s:ructural section of the roadway. R22 BACKFILL PLACEMENT: Backfill shall be applied in lavers of not more tnan 50 percent of the total depth of the trench before f looding or a maximum of five-foot 151 lifts where benches are of excessive depths. Care is to be etu rckaed that the backfill matenal is not subjected to extreme $well by flooding operations. Backtill material shall be placed so that the resulting compaction shall be not less than 90carcem or equivalent to the surrounding ground. whicheverlathe greater compaction. Where dancing or flooding is used for a maximum settlement. adequate dikes will be constructadto retain the water. Where jetting is used. the jets shall be of sufficient length to reach the bottom of each Laver and the water supply shall be continuous. R2 COMPACTION TESTS: If so required bVthe inspector. compaction tegtsShall be made at intervaisof not more than 1.000 feet and a minimum of one 11) test on each road. One 11) copy of each test shall be forwarded to the Clty Engineer for approval andfiled prior to making permanent repairs. Compaction tests shall be mace asoutllned in Section 6.3.01 of the Standard Specifications. Division of Highways. State of Califomne. dated January 1973. R24 COMPACTION TESTS: If so required by the inspector. compaction tests snail be made for each crossing orsatinets line. One 11) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permsS repairs. Compaction tests shall be made as outlinso In Section 6.3.01 of the Standard Specifications. Division of Highways. State of California. dated January 1973. R25 TEMPORARY PAVEMENT REPAIRS: Atter 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 the placement of the temporary pavement exceed a five 15) day limit. R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed. a temporary patch consisting of two inches 12") of SC -800 shall be placed immediately. A permanent patch of _!�Z_ surfacing placed on a s inch class a inches A.C. base shall be placed no later than �� Qrre cher completion of temporary road repair. R27 PAVEMENTREPAIR:F.A.S.:Uponcompletibnofbackfillandcompaction.atemporarypatchconsistingoftwoinches42") of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches 13'7 of A.C. surfacing shall be pieced on six inches 16") concrete base as directed. but not later than fifteen 115) days after completion of temporary Paving. Concrete bass shall be of five -sack mix and shall conform to the City of La Quinta Road ImprovernerttStandards and Specifications. Ordinance #461. R28 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as deternflned 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 issuanceof this permit. Seal or armor coats shall be applied as speafied in Section 37, Standard Specifications. State of California. Division of Highways. dated January 1973. Work of pavemem repair to be accomplished by a licensed contractor engaged in the business of pavement repair. R3 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 road1right of way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without mterterence or hazard to the crawling 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 sectiona which can be handled safely without interference or hazard t0 highwev traffic. The entire width of the tree stump snail be removed and disposed of so that no debris remains In view of the highway. The stump hole shall be backfilled and thdroughlycompacted 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 metnod. 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 snail be accomplished to provide clearance of the facility for one calendar year. All broken or week sections within the trimming snail be removed. b. Where it becomes 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 instancim be at the shoulder of the crotch to insure even. teat healing in all arts of two mcnes 121 and abowen ars. spnianr-wail w.........._ _.. _. . SPECIAL CONDITIONS --PERMIT NO. 2070 --- BANGERTER 27681 --- 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". No fill shall be placed which will cover or obscure asphalt concrete, petroleum product spillage, or other non-native materials. 2. Permittee shall furnish the name(s) and phone number(s) of the individual(s) responsible for maintaining dust control after hours, weekends, holidays, etc. 3. All streets shall be kept clean of all trackage or spillage from vehicles using this site. The roads shall be completely cleaned at the end of each work day, if necessary, and more frequently if required. 4. 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 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Equipment may not be operated or maintained on legal holidays including Sundays. 5. Permittee is responsible for repair of any pavement damage or other damage to access roads and other public facilities. 7. Should additional work or modifications be required in order to meet established City Standards or in order to fit 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. 8. It is the permittee's responsibility to comply with the California Regional Water Quality Control Board's National Pollutant Discharge Elimination System (NPDES). 9. Any on-site haul road shall be effectively destroyed at the conclusion of the work to prevent use by unauthorized vehicles. 10. Permittee/contractor shall install stop signs to stop construction traffic prior to entering any street from the construction site. 11. If buried remains are encountered during development, a qualified archaeologist shall be contacted immediately and appropriate measures shall be taken. 12. All grading shall be performed per the soils report. 13. It is the permittee/contractor's responsibility to provide continous dust control while the grading is being performed, or at any other time as deemed necessary by the City Engineer. Permittee shall provide soil stabilization on the entire site per the approved dust control plan immediately after completing the operation. 14. A security in the amount of $1,200 shall be provided to the City to insure compliance with the fugitve Dust mitigation plan. If the security is in the form of a cashiers check the cashiers chech shall not have any time limitations 15. Street closures shall not be permitted at any time. A minimum of one lane on paved surface shall be maintained at all times with flagmen at all times per CALTRANS standards or the WATCH (work area traffic control handbook). Special Conditions - Permit No. 2070 Page 1 of 2 SPECIAL CONDITIONS - PERMIT NO. 2070 continued BANGERTER 27681 16. All excavations at or near the travel way shall be backfilled at the end of each work day for the protection of the traveling public. No trenches shall be allowed to remain open overnight. 17. All grading shall be performed per the approved grading plan for Tract 27'681. 18. Permanent pavement replcement section shall be one inch greater than existing or 4" of A.C. over 5" of A.B. which ever is greater. Special Conditions - Permit No. 2070 Page 2 of 2 GEORGE H. CHANEY CO. Inspection Services TO: /��� �0� I >� THE FOLLOWING WAS NOTED: • 76C1 DATE z L , JOB NO. Zo70 PROJECT DESCRIPTION oewie-* LOCATI'TIONN -- f J�►G?'�iT CONTRACTOR S � T -t o)-4 IWEATHER -- C A-- FROM TO HRS vA :i;� TOTAL tit c� P 2{ H eL n c -4m: eqm- I Iq g�� TID Ta COPIES TO: FIELD REPORT WHITE -CLIENT, YELLOW- FIELD FILE, PINK - OFFICE FILE - .. . (:• � I . I . •, : 1 a � a oe s t► I Ns g ii. I N se s• + 3 l SiNpF PHASE TRANSFORMER PAD 1. mD1.9 DD6PS TDBNRDICQ R'ON1 POE NOTE FT S AL BE SOW t/Y-C RAa757ML SEE NOTE F L ACUM `BOCS NE 4/U► d ONfgl WD t K= 1 AL MOM mpm D LLL MESS OIIE "m�� SEE W I O RE0. ON OPAAD to' -c m PAPoSm N TAANSIOWIO tMTr� Pb AaIO CAST PRm1CTS C0. N0. 48nila. .,-SFE Not PAD ASSOCIATED CONCRETE INC- NO Nen-WL SEE NOTE 12 3 l SiNpF PHASE TRANSFORMER PAD L CCNTRACICH SHALL INSTAL owwr RLN$ PU,BOI AND RISEN MATEmAI ON Ila. POLL CONTACT ENIMEOAr. NOTE FT W76TRUCIION NOTE:1. SEE NOTE F L 0316M ALL BAOOAL OF FS'AVATa1 IIWi PAD W Ip 2 PROVOETiMO ALL �d CO?PEA 4EIDPIROUIO RODS PFR SETTINGADS PRIM TO &IOTA TION BY 11J� 1 sff ANON CONOAO N M I O RE0. ON OPAAD EACH PAD W BE AS d 41T. 4.TRANI9ORIIER PAM 91ALL BE ONE OF TIE POIDVRIC D APPROVED m PAPoSm N TAANSIOWIO tMTr� Pb AaIO CAST PRm1CTS C0. N0. 48nila. m 97RSTRD IA TRANOIORM PAD ASSOCIATED CONCRETE INC- NO Nen-WL vm Q UTUTY VALT Cl S COIN 9RACTC SHALL PHOMOE ! INSTAL 3/r AGGREGATE (PRN GRAVEL) ) MATRAIMMI R PAD, 7. ALL MATERIAL SNOW ON ORAIRNG VWT POE SIALL BE NWOIIED AID RISTNIED BY CONTRACT,* AT NO CIFEIN: a CO CtATS TO 1000UTE 1' t1/Y ABOVE TOP OF TRMVOR ER PAD. 0 1 51mr wmw OR OACOONT (2 RAGS) ON ASSOOAUD AID ON PtA[N NRRI KATION sYSDI PAM 0 1 31S2T wism T OR OAOONSIT O Rmw ON ALL PAOL © Ct Oa/r W& (3T, NOT M . 71 THO mm of anwo ®PINIVOM Y IRANsroRPN7 PAD ® D09WD 7, TRAM mmm PAD TRANSFORMER PAD DETAIL NIS CONST PHASE iNA_ySRIflMEil PAD THREE- PHASE NO7EI l i L CCNTRACICH SHALL INSTAL owwr RLN$ PU,BOI AND RISEN MATEmAI ON Ila. POLL CONTACT ENIMEOAr. NOTE FT FORIDGDON ON v0L SEE NOTE F L 0316M ALL BAOOAL OF FS'AVATa1 IIWi PAD W 1132{-a NORM O /1326+IR ® (� /132MI1 u 79- IM24-0 OOOBDI N♦a OOPACNOK vm Q ao W 7. ALL MATERIAL SNOW ON ORAIRNG VWT POE SIALL BE NWOIIED AID RISTNIED BY CONTRACT,* AT NO CIFEIN: L PRoMOE IRO S/81r-d 007ONDD OIPAD 8067 PER a CONTIACTON SNALL PROECE N INSTAL r OF 3/r AOOEGATE (PEA GRAVEL) N BOTTOM SECTAA: T F PIK= 9. ALL .CMTS m A CEMDIim WITH APPROVED PIC CEMENT. 10. CALL LIa ENRFitOD DEPARTMENT N 398-505{ 24 HONG IN AOVAILF. FOR MUM Wli=t 1 S13 AION1Hp0 mDU75 N WOI Pb W E AS s1Dr1 AG s _ a- l ANNoaM W TO E WT 07 LLA WADI WNISO■Ot ■ r OPYO u r oAo , 1 A (DFA 1C� UIWBGM 10iR1 PA0. sD■L ]�� a A POGIiF maEtE RAO R USiD. UTUTI VALT m (714=-2175 ARaO�IL NIOETr ANe (711)582-7470 uA Na R1Ar 1sT, mr AAI r wa Q oiY m 1 1 r("P� ��Ib7! in�1�1. ry �fi } ilk }yi�iitT7• Nr J THREE—PHASE --'---�• � R-2 TRANSFORMER PAD DETAIL NTS Nb l s ?�° I>Y� Isar i �,.i � Sms 'BROOKS' NOTE Ft L CCNTRACICH SHALL INSTAL owwr RLN$ PU,BOI AND RISEN MATEmAI ON Ila. POLL CONTACT ENIMEOAr. NOTE FT FORIDGDON ON v0L SEE NOTE F tt�i'RRB°f°wir7D w°a01iLcyt.-T,7 1132{-a NORM O /1326+IR ® 4 I 1. CONTRACTOR SIAL'MOYME ! INSTAL r W 3/r AOCRMIE (PFA QRX%W N BOTIOI SEITDN OF RUM MAT 8 'BROOKS' CARSON DTD'S.' L CCNTRACICH SHALL INSTAL owwr RLN$ PU,BOI AND RISEN MATEmAI ON Ila. POLL CONTACT ENIMEOAr. FORIDGDON ON v0L � tt�i'RRB°f°wir7D w°a01iLcyt.-T,7 1132{-a NORM O /1326+IR ® (� /132MI1 u 79- IM24-0 OOOBDI INg Igo --I.,? Iw--0 1Rcl !.a,! o -FI s v SEE NOTE 12 1 F ---O-d —+1 5 SEE NOTE it SEE NOTE 13 NO SACRAL EOLLD NE RECIAlED NM- I. INTY AND S60rDINf CO OLITS APE W BE 014721E QRA4D IN A Smm FORILWOL L CONOAT FLAG SHALL NOT CDM FAON OTIEN WEN ON THE SNE LFAL ND/tA PIN 1 IEE AWAY 011011 EANL SEPARATION KYWEE N PURER FACABES NO ALL OO�R 9LRl:SETRlJMRI3 SNAL BE MOM AT ALL TOES NANAN MDROM put I . CH -121r. a NO BMWU WAAD BE RACED F mm"" m ""AID/Ot SOhI E ODIWIS ARE m BE NNALED N A STOOD R FOWIlO1 S TTCONOi1E ARTING ATENCAtEMDO SHALL BE 3/r AWRIMATE 3 SACK OX NO %LML' fOHI A S ONVODFE ARORID FACII OONOIAT. a RASIC SPAMDO SMALL BE USED ON CMURT RIAS W BE CONCRETE ENbgD BDOL AS SHOE OR SVIX D INSTALLATION& 7. MAOI NbOlMOS ARE MOROO ON IYP'Dr. SOK b OR SCA. m ORT. A Pow) COFLING SMALL TE USED, i�--I N *BMW ' NIS UNDEAG02011ND SOtVICE RIS'FR NOTES L mNWACTON SHALL OO NO EEOD■10. L CCNTRACICH SHALL INSTAL owwr RLN$ PU,BOI AND RISEN MATEmAI ON Ila. POLL CONTACT ENIMEOAr. FORIDGDON ON v0L 1 OMTRACION SHALL ASTALL1/fP PQYPRD'ILF1E PULLmD N mIDUT RIM FOI BEIRPIAlB02 ANP] IEIEA ES 1.CONAACTOI SWM CALL O+m6JNNG FOR TROCH INSPECTION PRIOR W BAOOi11NG DUNI, B 5.OONAACIOR SNAL BACHfAL AF1ER LLA OlSPMTORS APPROVAL FRENCH BULL BE FREE OF RODS ADAW 07WT N RAEBOL a C EOI WITH ENGINEERING Wt. FOR SPECS ON 001oot SERYIOS 7. ALL MATERIAL SNOW ON ORAIRNG VWT POE SIALL BE NWOIIED AID RISTNIED BY CONTRACT,* AT NO CIFEIN: a CONTIACTON SNALL PROECE N INSTAL r OF 3/r AOOEGATE (PEA GRAVEL) N BOTTOM SECTAA: T F PIK= 9. ALL .CMTS m A CEMDIim WITH APPROVED PIC CEMENT. 10. CALL LIa ENRFitOD DEPARTMENT N 398-505{ 24 HONG IN AOVAILF. FOR MUM Wli=t FRONT VFW 3'PIC MIRJK 3'-2 HOE PPE STRAP M3R 1011EN PETE BY I.I.D. 3•r1C PIC W COOUi l• PSC COLPIMR sW � 3'7112' PAc m SY[EP 2121' PAC AO ATOP '7' PA; a COdAi m uE�� w MAX SLATE RUM RESIDENTIAL UNDERGROUND SERVICE RISER DETAIL 'A' Ul COMPLY WITH G.O. No. 128 RULE No. 43.3 AND 413A .DETAIL ,D, 7\ , / \ ES DETAIL V DUNI, B \ „ / SEE NOTES 1s s 8 SEF NOTES 1,5 h B DUAL F DETAIL 'E' CONDUIT CONFIGURATION SCHEDULE COUNT 111"ETER ENCASED NOT ENCASED PR/ SEC PRI SBC ANYANY R OR lFSS {• R h 0 @ 0 1>f 2 RR�mY IN_9r�T10N No,Es. >. NIIIOAO 81ML s MIR■Ml®N DD rRt NODOaR7 er la v r♦sr w MAa tOR■Mm3 rx 110T LLS sm ({) r 1EIAALLs fu ONOOWPL L OMR WNW m■m ■ML � RA® Lil®I Nle EA4 AIN ALL RAQ mm .WAINO m/OND to a= sm, t AOAMm a WOI U411 AID ND V mVE■ URN POI ismc%i 1114Q lA1■D MEQ Slm TRWIG OI IDM' ?Amy COM T,7 ROS If! DSDQ DlAA� !10 A J IA OU*ITR sa■I ON TIO ser. a ALL = SM110113 XU 9E HO10101131 MIN 714r sA AOIHflsli MD la WIDE NO I= S =ALL BAOOLLM W A NNW W CA a pwcc.n01yr w -r mYRA WILD won RDA Pat RAmm (AOmUTOI sY IA03 7. PNB® OUm MMT R 61A■AFa PIAL W PWBON INSUMUTQ a BIR S OON OF PUIIBOI VIM EEC fe01 W 750000116 Oil ARID E'I0. a ALL TON COVERS sWl BE VARIED WCfl t:WW 1,W ' R sZ OROOI - FOR SO AND 11UM W COMMIS Rat® N EACH RAILBON ODIOIAR TDUAA010 N SR 1NLL WIOOOVIS WAL ROM DE BW OF BO -MM UNDER GROUND SERVICE ALERT OF SOUKM WOP.A Ca1L• mLL FREE 1-800 422-4133 1M0 MORIM DAYS BEF7a2E Y011 DIG 72 SHEET Jr OF S IMPERIAL IRRIGATION DISTRIC' IMPERIAL CA COACHELLA VAUEY DIVISION TYPICAL DETAILS FOR PARCEL MAP 27861 CURVE DATI O1 Q =10` 4% R=329.61 L=62.04' 20.0 =87 07 R=25.00' L=38.02' O3. A=90 OG R=25. 00' L=39.27' 0 =90 OG R=12.5'.00 L= 19.63' COND. (W—R) NOTE: 1) INSTALL 1-2" CND. R—R PER SHOWN LENGTH FOR ALL HOUSE SERVICES. 2) c c TYPICAL TRENCH DETAIL FOR ALL HOUSE SERVICES. 3) 'WHERE THE EXACT LOCATION OF HOUSE SERVICE IS NOT ESTABLISHED, INSTALL AND CAP ONE 2"X24" PVC SWEEP OUT OF THE TRANSFORMED PAD FOR EACH LOT. 4) SHOULD THE SIZE OF THE HOUSE SERVICE PANEL EXCEDE 200 AMPS CONDUIT AND SERVICE WIRE SHALL BE UP—SIZED TO 3" COND. AND 350MCM WIRE. N ORT 0 30 60 120 05-07-S3IA UNDER (MOUND SERVICE ALERT OF SWUM CAIFWU Call 1011 FREE 1-800 422-4133 M TOM DAYS BUM YOU DID 5007872 SHEET 2 OF 5 CIN OF LA OUINTA PARCEL MAP #27861 CONDUIT LAYOUT 4 Cv • t��c�ctcv 78-495 CALLE TAMPICO — LA OUINTA, CALIFORNIA 92253 - (619) 777-7000 FAX (619) 777-7101 September 30, 1994 General Contract Management P.O. Box 59 La Quinta, Ca 92253 Attn: Michael Bangerter Re: PM 10 Dust Control Security Dear Mr. Bangerter: All of the Fugitive Dust Control Plan requirements for Parcel Map 27681 have been satisfied; therefore, the security is no longer required. Enclosed please find the original Certificate of Time Deposit No. 2004 in the amount of $1200. If you have any questions regarding this matter, please don't hesitate to contact -myself or John Freeland at (619) 777-7075. Very truly yours, �7 tiol�� Hector Guzman Engineering Technician hg. - cc: g.cc:. Permit No. 2070 file J MAILING ADDRESS - P.O. BOX 1504 - LA. OUINTA, CALIFORNIA 92253 M �� - - y:s� ..� •- �,- _ � "`'-} "; --- _—_=- �=�-��=_mss-� I CW 2004 BANKS 2004 �.: �.. DESERT v FEBRUARY 22 19 94 1—"*******GENERAL CONTRACT MAIMAGEMENT************************** HAS DEPOSITED SO 1, 200.00 LLO �r,Y DOLLARS ' " � a� ccW� �....' wPAYABLE CITY OF LA_QUINTA-' �.. �� (THE OWNER OF RECORD) ' Winf- TO THIS CERTIFICATE PROPERLY ENDORSED. AT THE OFFICE OF N MATURITY �i.,SI AND PRESENTATION AN SURRENDER.OF CERTIFICAT 94 19 94 THIS DEPOSIT BEARS INTEREST AT THE W`S TH :.� EL RITY OF THIS FROM p's�ATEOF % PER ANNUM "J\UT7iN1ATICALLY RENEWABLE: This certfiicate wn(I be'a%tometically renewed,for successive pe o each equal to the original term and interest rate until it A the rate of interest or call the certificate for : o��ie-presehted for payment a maturity date -or withu►'10,days`thereafter. The bank has the rr��ggh to change tot epositor. `T fpayntent on any maturity date by mailing written ni *M',P.t any such change or redemption ON THE BOOKS OF THE DEPOSITDRY WSTffLMON k >TFiARISFERABL E EXCEPT A RIZED SIGNATURE �Ja7 Small Scale Construction/Demolition Projects�5 Acres or Less)' Fugitive Dust (PM10) Mitigation Ian Date: /6/2z. 9,3 Jurisdiction: (* Ov,, ,r -r, # File #: Part 1 - Project Information Please provide the information below as completely as possible even if it has already been provided on other forms related to this project. Failure to provide complete information or provision of inaccurate information may delay the processing of your Fugitive Dust WM10) Mitigation Plan (Plan). It is recommended that you submit your Plan concurrent with your grading or demolition permit application. Project proponent: c Address: Day phone number:,,,, �Z/ / tt (-C Emergency phone number: I-) Grading contractor (Contact Person): QT. ,� Address: Day phone number: - Emergency phone number: Construction site street address: Construction site location: (Please include an 8.5 x 11 location map) Construction site assessor's parcel number (Tract #): 2� ` Parcel (Tract) size: It elk, , Acres or Square feet Anticipated date of physical project initiation: 20, Anticipated date of project completion: & � z K J Anticipated costs for dust suppression: (Attachment B - Must also be completed and mailed to the appropriate address when construction activities have been completed) / z O O 1 All projects greater than one half (1/2) acre are also subject to SCAQMD Rules 403 and 403.1. Part 2 - Fugitive Dust Control Actions From the inventory of fugitive dust control measures provided in Attachment A, please indicate which measures are to be implemented during the project by placing the letter beneath the fugitive dust sources listed below. Please indicate at which 'phase the measure will be implemented, either at Rough Grading (RG), Finish Grading (FG), or Final Construction (FC). Demolition projects should only indicate measures in the Rough Grading (RG) column. After indicating what measures are to be implemented, complete the 'Details" section by describing. how and when the measures are to be implemented. RG FG FC Details (e.g., frequency of application number and type of dust control implements etc Please be as specific as Rossible) Unpaved Roads Storage Piles Paved Road Track -out RG FG FC Details (e.g., frequency of application number and type of dust control implements etc. Please be as specific as aossible) Land Clearing or Earth -Moving Disturbed Surface Areas V qq A n L Part 3 - Agreement I certify that the information contained in this Fugitive Dust (PM10) Mitigation Plan is true and accurate and that all measures specified in Part 2 will be implemented during project construction. I authorize the City of La Qu i nta . to enter the above mentioned property for inspection and/or abatement purposes, and I agree to hold harmless the City and its representatives from liability for any actions related to this project. I also agree to complete the record-keeping requirements included herein as Attachment B once the _9 _� Signature I have read the conditions of the Fugitive Dust (PM10) Mitigation Plan and the owner has authorized the implementation of all its provisions throughout project buildout. Onature o Grading Contractor ate not the same as above) For City Use Only Based on all of the provisions contained in this Fugitive Dust (PM10) Mitigation Plan the Plan is: Approved )jam Conditionally approved (Conditions specified below) Denied (Explanation attached) Av. �ti �/8�93 Signature of City Representative (Date) The following conditions pf approval have been added to the Plan by staff in order to ensure an adequate level of fugitive dust. control �) PROW0f. S U,2,/j`7 *'.S f%Me i 0WSO �Paa41G v (Attach additional information if necessary I have rea,4 the above conditions of the Fugitive Dust (PM10) Mitigation Plan and I agree to imple#ent all provisions at the concentrations and frequencies identified. x_- ture of Owner or Authorize"epresentative ATTACHMENT A - REASONABLY AVAILABLE CONTROL MEASURES The left column contains the sources .of fugitive dust which are intended for emission control under the City's dust control ordinance. The two right columns contain an inventory and description of reasonably available fugitive dust control measures for each of the sources. Please use this information as a guide when preparing a Fugitive Dust (PM10) Mitigation Plan. (Source No) Reasonably Available Source Control Measures Comments (1) Land (A) Watering o Application of water by means of truck, hoses and/ Clearing/ or sprinklers prior to any land clearing or earth Earth- movement will increase the moisture content thereby moving increasing stability of material �.= o Once the initial land clearing/earth movement activities are complete, a second round of watering can generate a thin crust which stabilizes the disturbed surface areas provided that it is not disturbed o Security fencing can be used to prevent unwanted future disturbances of sites where a surface crust has been created (B) Chemical stabilization o Only effective in areas which are not subject to daily disturbances o Vendors can supply information on product application and required concentrations (C) Wind fencing o .Three to five foot barriers adjacent to roadways or urban areas can be effective in reducing the amount of wind blown material leaving a site o Should be used in conjunction with other measures (D) Cover haul vehicles o Entire surface area should be covered once vehicle is full (E) Wheel washers o Should be placed where vehicles exit unpaved areas onto paved areas o System can be adjusted to spray entire vehicle, including stored bulk material in haul vehicles (2) Unpaved (F) Paving o Requires street sweeping/cleaning if subject to material Roads accumulation (G) Chemical Stabilization o Vendors can supply information as to application methods and concentrations o Not recommended for roads with high volumes or those used for heavy equipment (H) Watering o In sufficient quantities to keep surface moist o Required application frequency will vary according to soil type, weather conditions, and vehicular use V (Source No) Reasonably Available Source Control Measures (2) Unpaved (I) Reduce speed limits Roads (Cont'd) (J) Reduce vehicle trips ------------------------------------------ (3) Storage (K) Wind sheltering Piles (L) Wet suppression Comments o 15 mile per hour maadmum o Access restriction or redirecting traffic to paved roads in order to reduce vehicle trips by a minimum of 60 percent ------------------------------------------------------------------------------------------- o Choices include silos or enclosures o Enclosures should consist of three sided barriers equal to height of material with no more than 50 percent porosity o Application methods include: spray bars, hoses and water trucks o Frequency of application will vary on site specific conditions (M) Chemical suppression o Best for use on storage piles subject to infrequent disturbances (N) Altering loadin/loadout o Confine loadin/loadout procedures to leeward (downwind) side procedures of the material o Most effective when used in conjunction with wind sheltering (0) Coverings o Tarps, plastic, or other material can be used as temporary coverings o When used, these should be anchored to prevent wind from removing coverings -----------------------------------------7------------------------------------------------------------------------------------------------- (4) Paved (P) Wheel washers o Should be placed where vehicles east unpaved areas onto paved Road areas Track -out o System can be adjusted to spray entire vehicle, including stored bulk material in haul vehicles (Q) Sweep/clean roadways o Either sweeping or water flushing may be used (R) Cover haul vehicles o Entire surface area should be covered once vehicle is full (5) Disturbed (S) Chemical stabilization o Vendors can supply information on methods for application and Areas/ required concentrations Inactive Construction Sites (T) Watering o Would require frequent applications unless a crust can be developed over the site (U) Wind fencing o Three to five foot barriers adjacent to roadways or urban areas can be effective in reducing the amount of wind blown material leaving a site o Should be used in conjunction with other measures (V) Vegetation o Establish as quickly as possible when active operations have establishment ceased o Use of drought tolerant, native vegetation is encouraged ATTACHMENT B - COST INFORMATION Small Scale Construction/Demolition Projects�5 acres or Less) Fugitive Dust (PM10) Mitigation Pan Date: Project proponent: Address: Jurisdiction: Project File #• Day phone number: Emergency phone number: In the space provided below please list the costs associated with implementation of all dust control measures. The information provided below should include all implementation costs (including labor) for dust control throughout the project. Not all measures listed below will apply to all projects. Watering: Chemical stabilization: Wind fencing: Covering haul vehicles: Wheel washers: Street sweeping: Paving: Wind sheltering: Coverings: Vegetation reestablishment: After project completion these records shall be transmitted to the Jurisdiction where the grading/demolition permit. was attained and to the Coachella Dalley Association of Governments (CRAG) at the address provided below. PM10 Cost Monitoring Coachella Valley Association of Governments 73-710 Fred Waring Drive, Suite 200 Palm Desert, CA 92260 CONDITIONS FOR FRCP APPLICATION PARCEL MAP 27681 1. The full amount of security furnished with the approved dust control plan shall be available to the City for measure(s) deemed necessary by the City to achieve adequate dust control even though such measures may be other than those listed by the applicant on this application. 2. Applicant shall submit copies of all records/invoices related to cost accounting for -the dust control measures assumed during grading construction. Said records shall be submitted within 30 days after completion of all dust control measures outlined in the plan, including any measures made part of the plan as a condition to its approval. Any securities provided by the applicant to ensure implementation of dust control measures shall not be returned until cost data has been submitted to the City. Paved roadways in areas to be graded shall be kept free of track -out and flushed with water and/or swept in sufficient frequencies and amounts so as to prevent blowing dust due to traffic on pavement. No track -out of material onto streets outside of the areas proposed for grading shall be permitted. Any track -out into any paved area(s) shall be swept or water -flushed by the end of the work day, and shall be kept damp during hours of operation until such time as it is removed . 4. Any imported/ exported materials shall be covered and/or wet down prior to transport. If material is not covered, it shall be sufficiently stabilized (watered down) so as not to spill or create dust during transport. Minimum freeboard shall be as established by the Public Works Department. 5. Enforcement of these conditions shall be at the discretion of the assigned field inspector, who shall verify in the field that the spirit and intent of the FDCP and its .attached conditions are being complied with. Adjustments to application frequencies, quantities, and other aspects of this FDCP may be made by the inspector, at his/her discretion, to insure such compliance. DOCWN . 007 f l i c e 3: (fit�x 4 4a " - .. 78-495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253 - (619) 777-7000 FAX (619) 777-7101 April 04, 1994 General Contract Management P.O. Box 59 La Quinta, CA 92253 Attn: Michael Bangerter Re: Encroachment Permit No. 2070 Dear Mr. Bangerter: The City of La Quinta hereby. grants General Contract Management a time extension on Encroachment Permit No. 2070, for the grading and electrical utility installation, with all conditions remaining in effect. The new expiration date will be June 17, 1994. Please notify the City Engineering Department 24 hours in advance of the time when work will begin. . . If you have any questions regarding this matter, please contact me at (619) 777-7075. Very truly yours, 7a� Hector Guzman Engineering Technician hg cc: John Freeland Mike Hudson _ °Encroach =LP-ermit_Eile_No.._2070 MAILING ADDRESS - P.O. BOX 1504 - LA OUINTA, CALIFORNIA. 92253 ��r