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13077�a�(�a.• See below for Finance Revenue Codes 4.4ENCROACHMENT PERMIT OF PUBLIC WORKS CONSTRUCTION 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 Minor Improvement Permit - Class IV DATE: 8/7/2013 LOCATION OF CONSTRUCTION: Indian Wells Tennis Garden Expansion; Washington Street and Via Sevilla D d _-Q PURPOSE OF CONSTRUCTION: Traffic Signal and Off -Site Street Improvements 'DESCRIPTION OF CONSTRUCTION: Plan Set No. 13013 hu� DIMENSION OF INSTALLATION OR REMOVAL: C/ Opt. APPROXIMATE TIME WHEN WORK WILL BEGIN: 8/5/2013 TIME OF COMPLETION: 2/3/2014 ANCEDEpT ESTIMATED CONSTRUCTION COST: N/A (Including removal of all obstruction, materials, and debris, backfilling, compaction d permanent resurfacing and/or replacing improvements) COMMENTS 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 occuring 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 at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours. prior to the anticipated inspection. 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. r nature of. Applicant or Agent Watkins Landmark Construction - Matt Dolan 45-250 Club Drive, Indian Wells, CA 92210 (760) 880-5511 / (760) 404-0915 Name of Applicant Business Address Telephone No Lippert Construction 45090 Golf Center Parkway #G, Indio, CA 92201 (760) 863-5700 Name of Contractor and Job Foreman Business Address Telephone No. 843418 102366 Contractor's License Number City Business License No Companion Specialty Insurance Co. VJB1215812 Applicant's Insurance Company Policy Number, FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee E_1 $0.00 Permit Fee EE=1 $7,222.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, EE=6 $0.00 if required TOTAL $7,222.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13077 DATE ISSUED: 54 / a/ EXPIRATION BY: WORK INSPECTS BY*: PERMIT COMPLETION DATE*: *If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. Date:: - 7/241u1�3 � - .., Tract:No: F,23 9 VicinityVlLashingfor Purpose of`Constructi.on (i e .:R.ough Grading, Offsite Street, etc:) tree "� -1 4' � tmprovments ati.ntersection�ofiWashmgton and-Uia�Sevilla w y. °scr>ptjon of Construction (i".e See Plan Set N0.0,12-34) See RBF planset #20=101357u v�traffic-signals°extendtturn,�pockets;.and�ne,� w�ADA:�rnps��'.�P,S�1 �/��or<3.<�.,�� Dimension of,Irrstallation.or Removal::-- ra Approximate Construction:.Start-,Date: Approximate Construction Completion Date: v Estimated Construction Cost, : � . M �� ; , - g_.w Bti hated, Constructign Coit shall include the femoval of alfobstrbetions, matcrials,Jand debris, back-filling;,corrip i:tion and placing:per nanent restirfactng:and or replacing improvements. Contact:Name: Matt n '_ phone Number. 60 8 8 05 511 Name of ApplicandOwner W3atk n+s Landmark Const;r�uct on ,x h A licant Address:� WLl 1-1,s, CA 92210 .x- - Applicant Telephone Number: ? 6`® matt@watkinsl,aridrnar'k com „ ApplicantE-mail Address Name of Contract or:, peret Constxu;ctionx - ._. Contractor Address 45090 Golf Center Par�kway�#GIndio CA 9220.1. �.; Contractor Tel.ephone;Number7A60 857 0,0 M Contractor State .Lice.rlse Number lk8 4 Contractor City Bu"sihess' License. Number.:,M. Contractor E-mail Address ? nfo@1=ippe:r-tc�onestruction eom �sa►+ion ►A COPY OF THE'CURREN.T INSURANCE.CERTIFICATE MU5T;'BE. PROVIDED.• Applicant or Contractor General LyabilitInsurance Company peclaltyinsurance Company u' xz` A 1>cant or Contractor General Liability Insurance Policy Number: - Office Use Only: Office:Use Only: liispection,Fci;: Assioned.PetrriitNiimber:'. 130 Permit Fee: Approval Date: As -guilt Expira}ion. •.. Date: Dust Control Issue" D.iposit: Datc: Credit Amountr AdministraiiYe Auih'erity> TOTAL _ ..nve _ ec . is s. — FormS & Applications Application for ,t,errnit postecl 8-7157 _. FEF:DUR'. ►A COPY OF THE'CURREN.T INSURANCE.CERTIFICATE MU5T;'BE. PROVIDED.• Applicant or Contractor General LyabilitInsurance Company peclaltyinsurance Company u' xz` A 1>cant or Contractor General Liability Insurance Policy Number: - Office Use Only: Office:Use Only: liispection,Fci;: Assioned.PetrriitNiimber:'. 130 Permit Fee: Approval Date: As -guilt Expira}ion. •.. Date: Dust Control Issue" D.iposit: Datc: Credit Amountr AdministraiiYe Auih'erity> TOTAL _ ..nve _ ec . is s. — FormS & Applications Application for ,t,errnit postecl 8-7157 _. e 7 United Agencies, Inc. One Posf, Ste. 200 Irvine, CA 92618 City of La Quinta 78-495 Calle Tampico La Qunita CA 92253 MAIL DOCUMENT Certificate of Insurance Delivery by ecertsonline TM Sender: Katie Knerl Phone: 949-589-5660 Subject; ACORD 25 (05/10) Certificate of Liability: Watkins Landmark Construction - City of La Quina Date: 8/1/2013 -of Pages: 12 URL: www.unitedagencies.com/locations/td.htm THIS MESSAGE IS INTENDED FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. IF THE READER OF THE MESSAGE IS NOT THE INTENDED RECIPIENT, OR THE EMPLOYEE OR AGENT RESPONSIBLE FOR DELIVERING THE MESSAGE TO THE INTENDED RECIPIENT, YOU ARE HEREBYNOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONE, AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA REGULAR POSTAL SERVICE. © 2002 Certificate of Insurance Delivered by ecertsonlmeTM Insurance Visions, Inc. All rights reserved. A� " CERTIFICATE OF LIABILITY INSURANCE DATE (MM/OD/YYYl) 811/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER United Agencies, Inc. One Post, Ste. 200 Irvine, CA 92618 CONTACT NAME: Katie Knerl PHONE A/C No Ext): 949-589-5660 FAX A/c No): 949-589-72 . 83 A ' E-MAIL ADDRESS: kknerl uniteda a cies.com INSURERS AFFORDING COVERAGE NAIC # VJB1215812 INSURER A: Companion Specially Insurance Co. 12157 www.unitedagencies.Com/locations/td.htm INSURED Watkins Landmark Construction INSURER B: Golden Eagle Insurance Co 10836 INSURERC: State Compensation 560 Stevens Ave INSURER D: Solana Beach CA 92075 INSURER E: INSURER F: MED EXP (Anyone person) $ Excluded COVERAGES CERTIFICATE NUMBER: 17183515 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DDY EFF MM/DD LICY EXP LIMITS A GENERAL LIABILITY ,/ ,/ VJB1215812 9/23/2012 9/23/2013 EACH OCCURRENCE $ 1,000,000 ✓ COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR DAMAGE(RENTED 50 000 PREMISESS Ea occurrence $ MED EXP (Anyone person) $ Excluded PERSONAL 8 ADV INJURY $ 1,000,000 ✓ $10,000 Ded ✓ Per Calim GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER:, PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY ,/ PRO- LOC $ B AUTOMOBILE LIABILITY✓ ✓ BA5062001 12/1/2012 12/1/2013 Ee accidentslNGLE LIMIT $ 1,000,000 BODILY INJURY (Per person) $ ANY•AUTO ALL AUTOS OWNED B SCHEDULED BODILY INJURY (Per accident) $ ✓ NON -OWNED HIRED AUTOS ✓ AUTOS PROPERTY DAMAGE Per accident $ $' A UMBRELLA LIAB ✓ OCCUR VUE1211787 6/15/2012 9/23/2013 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? ❑ N / A 0410507944 12/1/2012 12/1/2013 wcsTATu- o TORY LIMITS R E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 (Mandatory in NH) If yes, describe under E.L. DISEASE - POLICY LIMIT $ 1',000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Project: 1 WTG 2014 Expansion Project Phaste 2 78-200 Miles Avenue, Indian Wells CA 92211. Additional Insured with respect to referenced project per form CG2010 0704 and CG2037 0704, but only if a written contract with the Named Insured prior to an occurrence. General Liabilitly Waiver of Subrogation per form CG2404 0509, Blanket Per Project Aggregate is included per form CG2503 0509 Additional Insured Auto and Waiver of Subgrogation included in form GECA 701 0107. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of La Quinta THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 78-495 Calle Tamplco ACCORDANCE WITH THE POLICY PROVISIONS. La Qunita CA 92253 AUTHORIZED REPRESENTATIVE Tom Winter ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD CERT NO.: 17183515 Katie Knerl 8/1/2013 5:12:49 PM Page 1 of 11 r AGENCY CUSTOMER ID: LOC #: ACO ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED Agencies, Inc. WatkinUnited 60 Stevens Aver Construction Solana Beach CA 92075 POLICY NUMBER VJB1215812 CARRIER NAIC CODE Companion Specialty Insurance Co. 12157 1 EFFECnVE DATE: 9/23/2012 THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability (05/10) CERTIFICATE HOLDER: City of La Quinta ADDRESS: 78-495 Calle Tampico La Qunita CA 92253 Copyright laws apply to the Acord form prohibiting us from modifying the cancellation clause, however, we will notify you within 30 days if said policies cancel. AGURD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ATTACHMENT CERT NO.: 17183515 Katie Knerl 8/1/2013 5:12:99 PM Page 2 of 11 8/1/2013 POLLCYN.UMBER; VJ61215812 COMMERC:lA�L-'.'OENERAL.LIABILITY CG 20 37'01 64, iS,,NbdkSbM` E'Nf:CH'ANGE&TH.E POLICY, PL EASE %READ tT CAREFMLY. ADDITIONAL INS,UREP,,.--.10W.N�ER'S.-(LESSEES , OR, MONS T RS-C.OMPLETED:OPERA- This endorsement mod�fes insurance provided :under the ng: COMMERC"fAL�,'O-EN'ERAL*LLA131LI'T-YCOVERAGE PART SCHEDULE 4ame 6fAdditional I . n.s.ured .1, Person(s). Location Andbescdotion Of &ompiked 60eratiqns B Idn k6t vvK&&required b-y-'w"'rifteW., Con t:ract signed by On blanket basis where required by:writtencontract l�oth.0'atUi�t,,.and'thE�-:ihtur.ed:-c'o'htr�a'bt is executed prior to any loss, ,Intbtm;atib-n.fe,oaired t6.'coniol'Lit6th-ig'Sch'edblo, ifnbt:gh6wh'666\i6,"Willbe,shbWh ih!th&IDbd1a6ti , ohs. S'6.61i on H - W- ho, Is An Insured js. am ended Ao, in"clu.d;e-.as.,.an,addition6l!ilnsured.the*person(s)or- org anization(s) shaven in I the S6ec!616, but only wird r6zp&06i6b!ttyfor;"poqil. 'y'ipj ty;' or prop6et: diii caused; - whole ' : 'b 'ul " " in Ie opt.iripart, y.''�o � work o attl*�joc'atiori` designated abd.desc-ribed in the",- schedule . lof this.efidorsem-ent.per orrhe- - f 'dfdrthat qdditionaH nsured and included in the ))roducts completed ;operations_ '&w Properties; ift,'2004' CERT NO.: 17183515 Katie Knerl 8/1/2013 5:12A9 PM Page 3 of 11 :Pag6 I of 1 .0 POLI -C YN UME�ER: VJB1215812 8/1/2013 K,L ,COMME IAGEN1ERALIABILITY � - � � 1. ;� �L .. �, : " - C0`20-10,07.04 T H 19 E N Di 0- R S-E Mit. N C ANG.ES\THE POLICY*. PLEASE�'�READIT,.CAREF:U'LL,,Y. T `WMER 8 S"S1 ADDITIONAL TN _SVRED: 0 6�, EES,0R* --SCHE DU LE DPEASbN OR RAC ORS. T.. J.- Z.:: DRGAN.)ZAT11O.N. This endorsementmodifies`Isura follovVing: jr .,,.nce.provided,` nderAhe M `COMMERCIAL GENERAL -.LIAB[LlTYGMERAE:PART SCHEDULE Name Of Additional '0 i tonal Insured, erson( bilbiga:niiiion(s). 'Locati6n(s�)'.0f:C6-v-.6ibd"O"6tra ions P MW.te: kteq u i: redwrit: t:en.:c.ontract. by bqEh .p.4rt'de.s,. 11riformatioln"reqUired to-tothpI06 this Schedule; if notshownabove, Will'beshown-i .1 n the Dedfdratbh§�.- — - - ----- -- X Section.11 — Who,., Isi: An"' Inisi-6ired 'is,6riiended Ao include as On 8dditi6naMA'r%u'r`bd the jbersoh(sj or, organizations), shown 4hAhV'86hedu16.' bUt 6hl�� hi, yi, 'property , , with4espe_cflto liabili ` f, 'i, ` ii ity " o(!bbdily�'i injury", ;or 'Ipersdhal. arid.vertisin d g. .injury" ry caused1 11 -b ,,.Jn,-,W. o A.or Jn- pp 1. 'You[Sacts or o i's ions., 2. The Obts-'s or omissions Issil'o'ns ofthose a cting;:on your ,in the'00rfdrt'n ance .of your. ongoing operations for - 'the -,additional Ansu t. the locations) ... re adesig'-*,, inated.abova.., CG,20 , 1007014 . 1, i . With. respect I to itle- insura-h-66, 'afforded -to these ??dditional insureds', the folfow6g*,additional ex&iui�' §ions,,ppply- .This insurance does snot apply ,bodily injury" or .prooerty dahagp".occurafer: A. All work; incibdind -materials,- parts or equip,', meet furnish pd.! in, connection with such work, bri'Ahe ,pr0)ebt.,'(other than.service,:maintenance: or::re:paim o h6r*iHln.sprvice,,rriainf66ance.- ort:repaim to. be performed, by'or'dn. .behalf of the additional:insured(s) atthe location of 'the ,covered op!erqtions;hat,biaen%,rornpletod; or' 1- T6af portion of f, "your work" .out. of which the _ injury orAarricige arises has been ,pqtjo 'its. i n71&nd6d use by'any ,ion other, thah anot*r 6�.Ptrbdt& or� subcontractor. pri- ,oag"ed in,.pe'rf6'rrnin9 oppr?_qps or�.a principal as. 6.part of, the. sam" 6, 0170J96t, 0 1S'O'Prqperfips; Vd�ll 2004 CERT NO.: 17183515 Katie Knerl 8/1/2013 5:12:49 PM Page 9 of 11 . Pagg i of.11 b BA5062001 8/1/2013 COMMERCIAL AUTO GOLD ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY.. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM SECTION II - LIABILITY COVERAGE A. COVERAGE 1. WHO IS AN INSURED The following is added: d. Any organization, other than a partnership or joint venture, over which you maintain ownership or a majority interest on the effective date of this Coverage Form, if there is no similar insurance available to that organization. e. Any organization you newly acquire or form other than a partnership or joint venture, and over which you maintain ownership of a majority interest. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; or (2) To "bodily injury" or "property damage" _that occurred before you acquired or formed the organization. f. Any volunteer or employee of yours while using a covered "auto" you do not own, hire or borrow in your business or your personal affairs. Insurance provided by this endorsement is excess over any other insurance available to any volunteer or employee. g. Any person, organization, trustee, estate or governmental entity with respect to the operation, maintenance or use of a covered "auto" by an insured, if: (1) You are obligated to add that person, organization,, trustee, estate or governmental entity as an additional insured to this policy by: (a) an expressed provision of an "insured contract", or written agreement; or (b) an expressed condition of a written permit issued to you. by a governmental or public authority. (2) The "bodily injury" or "property damage" is caused by an "accident" which takes place after: (a) You executed the "insured contract" or written agreement; or (b) the permit has been issued to you. GECA 701 (01/07) Includes co�lyrighted material of Insurance Services Offices, Inc. with its permission Page 1 of 4 CERT NO.: 17183515 Katie KneT 8/1/2013 5:12:99 PM age 5 of 11 2. COVERAGE EXTENSIONS a. Supplementary Payments. Subparagraphs (2) and (4) are amended as follows: (2) Up to $2500 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident' we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the 'Insured" at our request, including actual loss of earning up to $500 a day because of time off from work.. SECTION III - PHYSICAL DAMAGE COVERAGE A. COVERAGE The following is added: 5. Hired Auto Physical Damage a. Any "auto" you lease, hire, rent or borrow from someone other than your employees or partners or members of their household is a covered "auto" for each of your physical damage coverages. b. The most we will pay for "loss" in any one "accident' is the smallest of: (1) $50,000 (2) The actual cash value of the damaged or stolen property as of the time of the 'loss'; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality. If you are liable for the "accident', we will also pay up to $500 per "accident' for the actual loss of use to the owner of the covered "auto". c. Our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by an amount that is equal to the amount of the largest deductible shown for any owned "auto" for that coverage. However, any Comprehensive Coverage deductible shown in the Declarations does not apply to "loss" caused by fire or lightning. d. 'For this coverage, the insurance provided is primary for any covered "auto" you hire without a driver and excess over any other collectible insurance for any covered "auto" that you hire with a driver. 6. Rental Reimbursement Coverage We will pay up to $75 per day for up to 30 days, for rental reimbursement expenses incurred by you for the rental of an "auto" because of 'loss" to a covered "auto". Rental Reimbursement will be based on the rental of a comparable vehicle, which in many cases may be substantially less than $75 per day; and will only be allowed for a period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your. materials and equipment from the covered "auto". GECA 701 (01/07) Includes copyrighted material of Insurance Services Offices, Inc. with its permission Page 2 of 4 CERT NO.: 17183515 Katie Kner 8/1/2013 5:12:99 PM age 6 of 11 If "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under paragraph 4. Coverage Extension. 7. Lease Gap Coverage If a long-term leased "auto" is a covered "auto" and the lessor is named as an Additional Insured - Lessor, In the event of a total loss, we will pay your additional legal obligation to the lessor for any difference between the actual cash value of the "auto" at the time of the loss and the "outstanding balance" of the lease. "Outstanding balance" means the amount you owe on the lease at the time of loss less any amounts representing taxes; overdue payments; penalties, interest or charges resulting from overdue payments; additional mileage charges; excess wear and tear charges; and lease termination fees. B. EXCLUSIONS The following is added to Paragraph 3 The exclusion for "loss" caused by or resulting from mechanical or electrical breakdown does not apply to the accidental discharge of an airbag. Paragraph 4 is replaced with the following: 4. We will not pay for "loss" to any of the following: a. Tapes, records, disks or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment. b. Equipment designed or used for the detection or location of radar. c. Any electronic equipment that receives or transmits audio, visual or data signals. Exclusion 4.c does not apply to: (1) Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment is permanently installed in the covered "auto" at the time of the "loss" and such equipment is designed to be solely operated by use of the power from the "auto's" electrical system, in or upon the covered "auto"; or (2) Any other electronic equipment that is: (a) Necessary for the normal operation of the covered "auto" or the monitoring of the . covered "auto's"operating system; or (b) An integral part of the same unit housing any sound reproducing equipment described in (1) above and permanently installed in the opening of the dash or console of the covered "auto" normally used by the manufacturer for installation of a radio. D. DEDUCTIBLE The following is added: No deductible applies to glass damage if the glass is repaired rather than replaced. GECA 701 (01/07) Includes copyrighted material of Insurance Services Offices, Inc. with its permission Page 3 of 4 CERT NO.: 17183515 Katie Kner 8/1/2013 5:12:49 PM age 7 of 11 SECTION IV. BUSINESS AUTO CONDITIONS A. LOSS CONDITIONS Item 2.a. and b. are replaced with: 2. Duties In The Event of Accident, Claim, Suit, or Loss a. You must promptly notify us. Your duty to promptly notify us is effective when any of your executive officers, partners, members, or legal representatives is aware of the accident, claim, "suit", or loss. Knowledge of an accident, claim, "suit', or loss, by other employee(s) does not imply you also have such knowledge. b. To the extent possible, notice to us should include: (1) How, when and where the accident or loss took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the accident or loss. The following is added to 5. We waive any right of recovery we may have against any additional insured under Coverage A. 1. Who Is An Insured g., but only as respects loss arising out of the operation, maintenance or use of a covered "auto" pursuant to the provisions of the "insured contract", written agreement, or permit. B. GENERAL CONDITIONS 9. is added 9. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Your unintentional failure to disclose any hazards existing at the effective date of your policy will not prejudice the coverage afforded. However, we have the right to collect additional premium for any such hazard. COMMON POLICY CONDITIONS 2.b. is replaced by the following: b. 60 days before the effective date of cancellation if we cancel for any other reason. 1 GECA.701 (01/07) Includes copyrighted material of Insurance Services Offices, Inc. with its permission Page 4 of 4 CERT NO.: 17183515 Katie Kner 8/1/2013 5:12:99 PM age 8 of 11 POLICY NUMBER: VJB1215812, VUE1211787 Watkins Landmark Construction COMMERCIAL GENERAL LIABILITY CG 25 03 05 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): All projects: a $5,000,000 Cap Will Apply to the above listed policies. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. For all sums which the insured becomes legally obligated to pay as damages caused by 'occur- rences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. A separate Designated Construction' Project General Aggregate Limit applies to each des- ignated construction project, and that limit is equal to the amount of the General Aggregate .Limit shown in the Declarations. 2. The Designated Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, ex- cept damages because of "bodily injury" or "property damage" included in the "products - completed operations hazard", and for medi- cal expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". CG 25 03 05 09 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Designated Con- struction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Ag- gregate Limit shown in the Declarations nor shall they reduce any other Designated Con- struction Project General Aggregate Limit for any other designated construction project shown in the Schedule above. 4. The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Decla- rations, such limits will be subject to the appli- cable Designated Construction Project Gen- eral Aggregate Limit. © Insurance Services Office, Inc., 2008 CERT NO.: 17183515 Katie Knerl 8/1/2013 5:12:99 PM Page 9 of 11 Page 1 of 2 ❑ B. For all sums which the insured becomes legally obligated to pay as damages caused by "occur- rences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which cannot be at- tributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products -completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Desig- nated Construction Project General Aggre- gate Limit. C. When coverage for liability arising out of the .'products -completed operations hazard" is pro- vided, any payments for damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard" will reduce the Products -completed Operations Ag- gregate Limit, and not reduce the General Ag- gregate Limit nor the Designated Construction Project General Aggregate Limit. D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contract- ing parties deviate from plans, blueprints, de- signs, specifications or timetables, the project will still be deemed to be the same construction pro- ject. E. The provisions of Section III — Limits Of Insur- ance not otherwise modified by this endorsement shall continue to apply as stipulated. Page 2 of 2 © Insurance Services Office, Inc., 2008 CG 25 03 05 09 ❑ CERT NO.: 17183515 Katie Knerl 8/1/2013 5:12:49 PM Page 10 of 11 VJB1215812 Watkins Landmark Construction POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF .RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Any person or organization when you and such person or organization have agreed in writing in a contract or agreement that you will waive any right of recovery against such person or organization, Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or .your work".done under a contract with that person or organization and included in the "products - completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 © Insurance Services Office, Inc., 2008 Page 1 "of 1 O CERT NO.: 17183515 Katie Knerl 8/1/2013 5:12.99 PM Page 11 of 11 ' :i City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13077 The following shall always avvly. ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced . over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains. shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing'gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized 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 shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A *`) feet shall 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 Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2'/2") of A.C. paving on (** N/A **) of class (** N/A *` ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 . SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. CitV of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw 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 or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') 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 determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R16 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or 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. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot 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. ® R19 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 Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or 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. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 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. - ®, R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 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 permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without 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 five -hundred feet (500') 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 ninety percent (90%) or equivalent tot 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. PERMIT NO. 13077 Indian Wells Tennis Garden Expansion / Traffic Signal Installation and Off -Site Streei Improvements / Washington Street and Via Sevilla In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior'to the anticipated inspection. 3. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 4. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 5. Watkins Landmark Construction (Matt Dolan) and Lippert Construction (Dave Lippert), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. 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 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. 8. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Technician at (760) 25 0-05 71 if signal operation at the intersection is to be altered in any way. Special Conditions Page 1 of 9 PERMIT NO. 13077 Indian Wells Tennis Garden Expansion / Traffic Signal Installation and Off -Site Street Improvements / Washington Street and Via Sevilla 9. The permittee and/or contractor is to provide permit securities to complete the improvements or to restore the right of way to its former condition in the event the proposed improvements are not completed in accordance with the approved plans, specifications, and permit requirements to the satisfaction of the Public Works Director; or if the work is abandoned (not completed as required). Securities will be released upon completion of the permitted improvements to the satisfaction of the Public Works Director. 10. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 11. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 12. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee 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. 13. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 14. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 15. Watkins Landmark Construction (Matt Dolan) and Lippert Construction (Dave Lippert), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary; at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. Special Conditions Page 2 of 9 PERMIT NO. 13077 Indian Wells Tennis Garden Expansion / Traffic Signal Installation and Off -Site Street Improvements / Washington Street and Via Sevilla 16. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 17. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811 or 1- 800-422-4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 18. 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. 19. The permittee shall be responsible for notifying the inspection staff of import fill and over excavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Civil Engineer at 777-7047 to determine the city inspector's phone number. If the imported fill or over excavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. Special Conditions Page 3 of 9 PERMIT NO. 13077 Indian Wells Tennis Garden Expansion / Traffic Signal Installation and Off -Site Street Improvements / Washington Street and Via Sevilla 20. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Civil Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 21. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. ' 22. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 23. The permittee is responsible for obtaining a valid separate permit from other City, or County jurisdictions if any of the work or traffic control devices extend into the other City, or County right of way. 24. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 25. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 26. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. — 1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 27. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. Special Conditions Page 4 of 9 PERMIT NO. 13077 Indian Wells. Tennis Garden Expansion / Traffic Signal Installation and Off -Site Street Improvements / Washington Street and Via Sevilla 28. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 29. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 30.. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 31. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 32. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. Special Conditions Page 5 of 9 PERMIT NO. 13077 Indian Wells Tennis Garden Expansion / Traffic Signal Installation and Off -Site .Street Improvements / Washington Street and Via Sevilla B. Backfill materials shall be brought to or maintained at appropriate .moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple.tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 33. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 34. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 35. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 6 of 9 PERMIT NO. 13077 Indian Wells Tennis Garden Expansion / Traffic Signal Installation and Off -Site Street Improvements / Washington Street and Via Sevilla 36. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same .existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using City approved 3/4" max medium asphalt concrete as the base course lift and a City approved '/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation,of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City .Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 7 of 9 PERMIT NO. 13077 Indian Wells Tennis Garden Expansion / Traffic Signal Installation and Off -Site Street Improvements / Washington Street and Via Sevilla 37. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 38. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or. equipment. 39. The City of La Quints reserves the right to revoke, suspend or void this permit at any time. 40. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 41. If it is the intent of the permittee to, cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. 42. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2: Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. B. Flagger Safety Apparel 1. Background, a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. • Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. , Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must . have white legend on red background. Special Conditions Page 8 of 9 PERMIT NO. 13077 Indian Wells Tennis Garden Expansion / Traffic Signal Installation and Off -Site Street Improvements / Washington Street and Via Sevilla D. Directing Traffic 1. Only three (3) signals are required. E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Special Conditions Page 9 of 9 BUS STOP FRED WARING DR. 4 I 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTAAND/OR CITY OF INDIAN WELLS REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10'(12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 2' BETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES USED DURING HOURS OF DARKNESS SHALL BE RETRO -REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. WHEN WORK IS COMPLETE, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL 7. THIS IS ATYPICAL AS THE CLOSURE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE. Remove & Replace Access Ramps & Sidewalks Lippert Construction Dave (760) 601-7437 Tmft Control DesIgn by PtcpaTW By OmdW By Tops N Barricades, Inc. Matt Upp Ron Fifield phm (800)852 -TOPS 50 08/15/13 1A R1-1 WSTWG FRED WARING DR. 4 I 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTAAND/OR CITY OF INDIAN WELLS REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10'(12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 2' BETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES USED DURING HOURS OF DARKNESS SHALL BE RETRO -REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. WHEN WORK IS COMPLETE, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL 7. THIS IS ATYPICAL AS THE CLOSURE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE. Remove & Replace Access Ramps & Sidewalks Lippert Construction Dave (760) 601-7437 Tmft Control DesIgn by PtcpaTW By OmdW By Tops N Barricades, Inc. Matt Upp Ron Fifield phm (800)852 -TOPS 50 08/15/13 1A IH W _ O=—'-- 1& .� W O BUS STOP 500' MOUNTIAN VIEW DRIVEWAY R&S LT) WASHINGTON ST - - Viz= - _ I �� _ - � � 1 - r•-� - . � 41 W20-1 - - • - ROAD 500' C20LT (CA) \ wiAo C%'1 jr C20LT (CA) 2 - FF•..d Mowwu' BUS i,, ~ STOP R, ~ _ LLJ 600' O J STOP _ ` ' W&2': Cz W - d �t .� ... -_ • � . t ... _ max, - _ - z �N t►IlA' 1 R1-1 500' 500' C20LT (CA) \ a C20LT (CA) 2 - FF•..d Mowwu' VIA gEV11.�`- 1 I W20.1 "Ow 0 ROAD WORK• • RS.1 fAO �. VIADEI. R''' Rad 1 can= r ONLY rte. 'L R1-1 ouaum • to .- r--- 4. �w R17- 600' N -XX Vf �f01 R1,1 1 - H I (CA) m' u t g CSEp l J W204 vwoRx ANt�O z�•� NO SCALE Gas Line Crossing Pendi Pfte JameA Shirley Const. Greg (760) 228-0447 TrAc Cwbol Ded p by Repand By CNx*W By Tops N Barricades, Inc. Matt Upp Ron Fifield FlEiiFei (800)852 -TOPS s 50 0/1/13 1 of 2 ed UfM- Date 9nm'REV g NOTES* 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL �p\N , DEVICES (CALIFORNIA M.U.T,C.D.) c v463' f 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED, ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF INDIAN WELLS AND OR THE CITY OF PALM DESERT REPRESENTATIVE. R12 "t 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME 6Uu IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. Cao CA) 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF l7'1 I CUTAND THE NEAREST TRAFFIC LANE. LANE T �5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. CLOSED - '6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND I TRAFFIC RETURNED TO NORMAL. 7. THIS IS ATYPICAL AS THE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE. ~ 100 BUS LLJ 600' O STOP Cl? ca) 35 �wnu W20-1 ROAD WORKMrAD FRED WARING OR z�•� NO SCALE Gas Line Crossing Pendi Pfte JameA Shirley Const. Greg (760) 228-0447 TrAc Cwbol Ded p by Repand By CNx*W By Tops N Barricades, Inc. Matt Upp Ron Fifield FlEiiFei (800)852 -TOPS s 50 0/1/13 1 of 2 ed UfM- Date 9nm'REV g NOTES* 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL �p\N , DEVICES (CALIFORNIA M.U.T,C.D.) c v463' f 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED, ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF INDIAN WELLS AND OR THE CITY OF PALM DESERT REPRESENTATIVE. R12 "t 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME 6Uu IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. Cao CA) 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF l7'1 I CUTAND THE NEAREST TRAFFIC LANE. LANE T �5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. CLOSED - '6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND I TRAFFIC RETURNED TO NORMAL. 7. THIS IS ATYPICAL AS THE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE. ENERGY CUSTOMER OPERATI 81-600 AVENUE 58 LA QUINTA, CA 92253 CITY OF LA QUINTA 78495 CALLE TAMPICO LA QUINTA CA 92253 AUG 27 2013 r GIT t OF Subject: 100A 120/240 1 PH UG TRAFFIC LIGHT t 22, 2013. 44618 WASHINGTON #A LA QUINTA CA 92253 IID Energy thanks you for giving us the opportunity to serve your electrical needs. To ensure your project is successfully processed, payment in full is required for the balance due. Please send payment to 81-600 AVENUE 58 - LA QUINTA, CA 92253. Regulation Charges Amount Quoted Balance Due Engineering Fee $ 1,000.00 Connect Charge $ 950.00 Comm UG Actual($13380.45-$1000 Eng Fee)$ 12,380.45 Re -Engineering Fee $ 477.97 $ 477.97 Total Charges $ 14,808.42 $ 477.97 Our Goal is to provide excellent customer service from design to construction. Please ensure requirements 1 & 2 are accomplished or contact Project Manager at 760-398-5841 if you have questions about your project. Requirements 1. Project is paid in full 2. 111) inspections are passed Call your Project Manager once requirements 1 & 2 are accomplished. This allows us to efficiently plan and commit necessary resources to complete your project. Important 1. Failure to acknowledge this quote by 02/18/2014 results in cancellation. 2. After Payment is made in full, actual construction date is subject to material availability (10-16 weeks). 3. Design changes caused by the customer may increase regulation charges. 4. Failure to fulfill payments and IID inspections will result in project delays. 5. Guarantee deposit is also required for new commercial accounts. Sincer y APPROVED FOR PAYW!' *--BY Mr. Carlos PueiBy Project ManageAccount No. -- Description — Amt to pay` City OfLa Qu'nta Public Works Engineering Department . 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R ..� a � r►� �L �a Sa � r g k i S►.:�,� - tea � t� tti• � �� " 1 �i ��„ t - • 1.: '� < � * •� `2 ter` Y 1 � . 1 q{ Y �T i, ILt +f fy k i h ¢ Fy I ; f`I ; to � ti e• Y '�i �� - - ` � f,, � F � 1 4.4i •vire. x. s� SAW WON } ; v s� SAW WON } ; City .of. a1. QUinta Public works- Engineering Department Inspector -Is Da0Y Log CO CrCjP1fwiiddP"fi.1 DOC; Rfwd 1 2613. Weather: CIWK Cloudy 0 Rainy OVei6ait Temperiature Rante: 8 (w -M Wind: SO 9'Mbderat.6 0 -High'C] 7. Te 7k� J6 A AO CoQ Lws "A.0 J Aki �Ja TJ _a till. as' j .J -b r - T k-lotRniaf- 4, TS! S, -PCs A CAZC Ca AM.A�, tc -S-,l 1,:.. • • • • r i i ♦ T :3 .. •� � • 1 1. .. ..! u � • � r , • 8 t1 i 1 .S � f i 1 i ♦ yF. h S • S • • • � • , T ` a ,1 5 n •rte .. • • ♦• jw • • �• . `- • • . ` � � '� t. •• , • • ♦ , 1 1• 1 s A ti � • . ♦ .. < - , i't • • e � '. , . ^ , !~ � ia• ^ ! r , � t 1. a id + � . ' ti W20-1 `' `.E IDP - W20 -5 V A $EVII� W20.5 (RT) waRK R1.1 0 FRED WARING DR. M°�'° �2a2I CLOSED � E AHEAD slD03 US cwsea ' OIOSED Q Q i Q C-24 �' END USE ExlsnRc Q 0 _ n ROADWORK OTHER SIDE u Nl 848 [ �Q IJ QLI IID HOULDE �Op1v PP U 8 8EAo� SIDEWALK y} Q ��. R3-7 vP�� DSP �"" CLOSED rnsxrrAxE 1 ., P Q O Q. Q C30A(CA) "} MUST WORK TURK 5pp' C Pp av vP vv . Q D h0 0 v o SNDUIDER G aM �,�A p000Pv ov cLoseo J/ `�' REA SCLOSEDK Epp' Q Q Q S O 7ld��a o ov v a Q SIDEWALK E� 1�rav AAS PPo Cha pep CLOSED�2 CLOSED V�AO R1-, 1Z`. ` USE cza2 j 1 A ab PO`{� fS PQpP Q� - P Q �.-. OTHER NDE END 1 �v � PPQ�� (/` PP P PPPo t Q Q ! l� �� ROAD WORK EIDSTINc WORK ♦ l"� oo o�� BUS STOP 4Q4 + PG PP 7 u , a,U � I AREA ., � t ^^ • P l SIDEWALK - db�PPP Pv Pn Q - , pG" Ov_ (ay D CLOSED C�po � PPP P pP� PPO PO G20-2 aoovao�d`'�--G20-2=C �C7'C7 i=q .f�. �. _�Ead � � END �— ROAD WORD �ovoo4oc� 000G� _.� k �P�PPP • �� _ �, � `�" ,, �_ � � ��,PP VgOFESSI " a�QQo�Ppoval R" A E", ooC?o 000�ooa�� c�PP C?`- ca" �oaa0000 TpPOO e�ac�a oc=CoC=7"=C od C . C30A (CA) OfilCE P 0 Q ` NO. T.. -17 _ RE 0 Q a Qd 04 p RS -2 SM��oR� E = 500' w20-1 ® NO SCALE Q / E)U511NG �Q�D �} D - AHEAD G�- C &:J- O NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTAAND/OR CITY OF INDIAN WELLS REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10'(12' TYR) TRAFFIC LANE WIDTH ATALL TIMES AND A MINIMUM 2' BETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES USED DURING HOURS OF DARKNESS SHALL BE RETRO -REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. WHEN WORK IS COMPLETE, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 7. THIS IS A TYPICAL AS THE CLOSURE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE. Pending Trefk Control Plan for Remove & Replace Access Ramps & Sidewalks Prime Cantrador Cooled Lippert Construction Dave (760) 601-7437 Traffic Coftd Design by PMWW SY Oweload BY Tops N Barricades, Inc. Matt Upp Ron Fifield speed Umf Date sheet Number (800)852 -TOPS 50 08/15/13 1A CUSTOMER OPERATIONS 81=600 AVENUE 58 LA QUINTA, CA 92253 Acct.-# 3398597 CNITY OF LA QUINTTA. 78495 CALLE TAMPICO. LA. QUINTA CA 92251 Subject: 100A 120/2401 PH UG TRAFFICLIGHT Date: April .04,2013. .CSP # 401,5243 44618 WASHINGTON #A LA. QUINTA CA.192253 lID Energy thanks -you for giving us the opportunity toserve your electrical,pe0s. To ensure yQur project is successfully processed, payment is required. for the balance due- Please send payment to ,ymen tin M.1i 1 81-600 AVENUE 58 - LA QUINTA-, CA 92253. Regulation Charges Amount Quoted Balance Due Engineering.Fee 1,000-00 ,Connect .Charge. $ 950.00 $ �950.010 Comm UG Actual($133 8.o.4$;.$ I oOO Eng..Fee),,$ 12,380.45 $ .12,380.45 Total Charges .$ 14,330.45 $ 13i330.45 Our. Goal is. to provide -excellent customer setvic"e"ft., o*m design to construction. Please ensure requirtmejhAs 1 & 2 are. acpomplished:or contao.t.Projpct,,Ma.nafyer.at 760-398=5841 if you havequestionsabout your project. Requirements 1. Project is paid-inMI 2. 111) inspections. are passed Call your Project Manager once requirements 1:& 2 are accomplished. This allows us -to e ffi,6iently plan and commit necessary'resoutces to'complete your project. Important rtant .po1. Failure to acknowledge this quote by,09/29/2013 resultsin-cancellation. I After Payment is made in. full, actual construction ,4ate.is. subject to material, availability (10-1.6 weeks). 1 3. Design changes caused by the customer. ;may increase regulation charges. 4. Failure to fulfill payments and .11D inspections will result in project delays. 5. Guarantee: -deposit is also required. for `ndw edminerclial accounts. Sincerely, Mr. Caro �ue te Project Manager, Imper ial Ir r igation Distr ict Coachella Valley Power Division . CITY OF LAQU..INTA LEONARDSALIVER ,44618 WASHINGTON #A LA,QUI NTA, CA 92253 -Service Notification: 4015243 ;Contact Name: TOM LYNCH ,Service Order: 60080307 Phone -Number: 760-777-7048' Project Manager: Me. Carlos Puente Project Estirnator:Ws. Christina Alarcon Page. ONE of 25 OVERVIEW As. a. Developer :or Contractor (collectively '06veloper") involved in today's hew residential: anclior commercial developments you' are well aware of, how timing ming can make thedifference between the. success or failure of any project. The importance. of establishing and adhering to realMr. construcrion sr Jules is, equally. as important to the success of ptoject as pfqject'funding, CNith> current andpro" demands incr6a'sifig for residential and commercial, jected Watts within the Districtservice:. ervibe'.. 'a're* a, it is ih . 1660nt for., -Developem to establish. a. cot . iiprei'�hsive 'develo tqentpl�3nfor *the sutbe�ssful:*ma'rk"U (Atheirpir. ects. .. �p 'b The istric.1 Ilk s likewise must also set s06dules 'to, keep pace: With the demands for electrical -service.. In that.regard- :the ,following information is provided as a. guide; to assist the: Developer in: the.,planning -and scheduling- of projects. :Upon receipt of the criteria :in sections. f — XI below, the District - will provide a proposed construction schedule; The District's cohittilm6rits and quoted -c6sts are. valid for t. REQUIREMENTS FOR ELECTRICSERVICE 1. 'Complete and sigh all,'applicable fo(M8.. in, the he Customer information Pap. Ket located in the back of this dobumef.iL PhBase° contact you',, Customer service Prbject.mahagee With questions, or assistahc66.corhpleting the: forms, 12.. A nonrefuhdabie.advance.-design fed'. payment {applied as a credit toward the constructioWcosts). 3- Collection, of -construction costs -666ordiho Ap 110. Regulation No. if'). An AutoCAQ elpctronic- file. along with the rf qqitemehts listed in Sectioh X1 will -expedite your proposed project. It, ADVANCE DESIGN FEES Arl, a',dVain'ce desigrifee m-Ost be paid to be. granted. The .advance fee will be determined as tollows i.. Design fees will be determined by the Custoiner. Service Project Manager in, _ accordance with L. Requirements for :Electric S��ry . ice,, number 3 of section I above. -e design: Switch and/or feeder work de$j ., e 3; `the: Advanced Design Fee Will[ be: paid. to, begin, e0gineeqng, 3 project. and Will be applied as a credit `toward the IID, Cost- of thO 0e6j6ct,:if it goes :10 completion. If the project 'is caridell6d. the A66rtd6d Desigh Fee is non- refimclObIb. Any desigrf changes that, result in 'the redesign` of - project and therefore alters prior Scheduled IID commitments will require an additional non-refundable Advanced. Design Fee Please contact a CUstorper Service Project Manager for appropriate: design fee costs.. District office *"o.fl _ - J_ _Ell and contact numbers are listed ;on-pogllq 3. CSPNOUMATION 0 SERVICE ORDER 4 III. Ei.iGIBILT Y FOR F.NGINEERING DESIGN The District's Distribution Engineering Section prioritizes. the preparation of the job package preparation based on receipt of all required customer information and .he expected start of developer construction Job preparation will not begin until job is placed on the engineering schedule. To be placed on the engineering schedule, the developer must complete and submit tie following i. Completion of all related IID forms found in the Customer Informafion Packet located at the end of this document. 2. Payment of advance design fee 3. Plans, drawings and load data IV. JOB PACKAGE PREPARATION The time required to prepare a job package for construction will vary depending upon the size of job; complexity of work, and .right-of-way access, environmental or permit requirements. The District will provide and mail a bitting letter to the responsible party as shown in Customer Information Packet located at the end of this document V. JOB PACKAGE RELEASE The job will be released for construction scheduling when the conditions contained within the Customer Information Packet have been met and the District's lob package has been approved VI. CONSTRUCTION SCHEDULE Based upon the estimated request date for electricity. the job package is released and otaced on the District's construction schedule. Schedule may be obtained from Customer Service Project Manager: The Districts goal is to provide timely and economical electric service. In order to achieve this goal the developer should pmmptly provide the information requested and keep the Customer Service Project Manager informed of project status. VN. UNDERGROUND FACILITIES When underground facilities are to be included, the District will provide a complete set of underground duct, vault; transformer pati and riser pole system installationdrawings and associated specifications for each project or phase. It is the responsibility of the developer to provide and install, at developer's expense, the complete underground conduit and vault system, including any street lighting systems required by the city, county or other governiing agency 'having Jurisdiction, Ughting systems must be approved in advance of installation by the governing agency having jurisdiction.. The District will provide point of service. The District will provide an underground power inspection during the instal1latron of conduit and vault. systems with the eaaOpbiart of street light system, Any request for inspections on a project must be scheduled with the District a minimum of 48 business hours in advance. Failure to schedule and/or obtain an inspection and apMval for any portion of the lighting or underground power system may result in the total rejection of the system. Attachment, A contains the Underground Distribution Standard Specifications, which include details and District products used. CSPINt3'llIf CATION VIII. LIABILITY To eliminate any ranisundersiarldings concen ing the District's assumption of liability `for. personal injury,or property darnage prior to of following the completion :of the urldergrbutid Duct at d`vault system by the Developer', the Developer will be required to acknowledge in wr'rtirig 'ttiat the District assumes no responsibility to$ sa%ty, maintenance, repair or corrections for any ori -site .or off-site electrical distribution system equipmeet or facilitfes;until the system and facilities are occupied by the `District This ainowFacfg>ai� ent; aunt be done through the OOMPletion of the 'lndeMnificaWn Agreement ( otm 11110-7000 6-07) which is required pftr to obtaining etedtt I i~3&esr .service for: th'e,development project. Those persons executing the siat6ment must be legally authorized by the developer to execute the statement. which shall be binding on all parties having. ovrne� *hip of, or contractual interest in, the land ante/or development project. This will allow the �.appli.cation to be placed on the .engineering schedule, 1C: QCCtJ'A1`IQN:'QF FACILITIES: It. is the respor sibility of the developer to, supply and maintain a'It necessary safeguards and to ensure a: safe birorkin_g environm..ent during and .after the construction and/or installation of tila Oder round power system-. It is.the Districts policy to occupy only those portions of the `system for which a service request has been made ,,and all line extensioncfiarges-and: connect fees have been paid; Onty. those>porfions of the system which are actually .oeccipied by :the`t]istrict Will be released from the Developer's responsibility. The `Developer shall (ontihdie to, be responsible for the mainienanpe, repairs, safety, corrections and the liability for the balance of the unoccupied and deenergized portions :of the .power system, until such time thatt-hie01strict kes passesS»sn, Any portion of :ani existing underground system :installed in advance: of service needs of tf e Developer that is not occupied by' the District shall reouire'a foil. and cornplete re -inspection. The District will not establish constructfon anolor, cable jostaliation schedules in-advanr..e of the requirement:, Qpon completion.of`the duct and. vault system and acceptance of the installation :as meeting the District's standards for installation, con formes hce only: the District Will assume oWnersh'ip of -,all such facilities, except conduits, vaults and enclosures that are Ion within: or apart. of a: building or structure or that are not occupied.,by the .t.)istrrct.. X. SPECIAL. SERVICE CONDITIONS During the initial review. of al,y project,. the District may determine that special:service conditions exist due, to,one or more of the following conditions' 1. Existing: distribution and/or transmission. facilities do noE have the. capacity to serve, -the project. 2. Special di -'additional rights-of-way or easerrients ,may- be required to serve the. project. 3, Special. voltage and/or load dernands could be imposed on existing facilities by the project. 4_ All eigi ts=of-way; determined necessary to extend electrical service to any project shall be. the sole responsibility of the customer to. acquire. (Contac::t f2eal-estate Section; Imperial Valley (76Q) 339-9239 or Coachella Valley (760; 391-5050. Under, thesecondi Lions the Developer will. be required tq., Provide.a two-aOM substation site at a location determined by the: District. 2. f'roVide any additional rights -Of -way or,easements that,,We Dista:ict.determines necessary to provide electrical service tor'said.project CSPINOTWICAIION SMV= O"M# i 010 10 Xt. VLAN8. DkAVMNGS A"40LOAD IJATA The District requires the .developer' to provide the following to the bistrict s CustQmer Service 0perations: I. Approved street lighting plan_ Note.. In the District's 'Riverside County service area,thu Developor shall: sUbmit.'.Jighfingpmpools first. to the county of .:Rivierside aund then to the District's, Customer Servite Operations for service pointsi -2. Water, 'sewer and, dr4in6g.6 plans. 3. Street irnprovemenf tilarts. 4. -.Precise grading and,)and1§camna olans. 5. F111ot plans with building shown 6. Parcel and overall, project- map, with phasing, 7. G. raphic, sta res on all AUt"oCAD drawings. 8.. All parcel map; property corners. or tract map WundarV --cornei s shall bb tied to seC� Jon or Y �.S&ctidn comers. 9. One hard'cbpy of totalconnectedelectrical (dads -.for: each ,bUildinu,.1e: sty . or floor plan. 10. Items to-be.indude.dinto their own sepqrate laypm are as. follows-, 'Land.Paftel Layer Right of Aray Layer • ciont4rline layer including Street -Centerline. Annotation., Public Utility Easement Layer W.U..E.} lterns 1. through 8 (above) shtiw be provided for propose residential' i d"subdivisions;. Commercial projects and apartMent projects. All land base or base map data must first be acquired frion! 6.ithet ' thlb- COL.I.nty of Imperial or the county o - f -R i vbrsi de (as. appropriate}. The land base information will include NAD. -,83, zone sfate"p'tone' co.'Or.dinates, the, appropriate existing pprcel map, street, , road !3nd, . any other I known riOtt,of-tway boppoaq'e�s. .Known -surveyed benclimark locations and/or GPS. data points should also be included,. wherein, they are available.. Basically,, the, propoved project should be designed inside the county area of the submiittal and only in AutoCAD digital, form; Acceptable media. is an',electronic file. CSPINOTMCATION S MICE ti 11 I P i I CONTRAC TFORS NOTES CONTIRAC I TbR. RESP NSIBUTY; These specifications cover the requirements for furnishing and installing, certain porti6ns of: electrical Underground erground distribution facilities not detaiieO in the atta.cnqo.Qqntractors Drawings, Whenever a rrianutactu(er's rnate'rial -dr:'e'qu`jp'rn#nf is referred to by risme, type, or catailo�q nurnbe!'-,, this materiaLor equipment .1 I s sati5fktoty, and 'or 800r&v,Od equal' requires that. other manufacture(s material or equipment will bp acceptable ally if it is of equal quality and approved 4ylh—e'0i District ric before.putphase.. It will be the responsibility of the contractor>tb conform to local regulations and obtaiH4hy. nece'ssar'y permits ifi,the periorm-atice.of these specifications and con1ply w - ith a Distrift", drawings A6d'd'o'cUmehts, in their entirety. Inspedion;service will be provided bylhe District. Materials andworkmanship shall atali times be open to inspection by the Di§t(ictlnspiector. (inspection schedules m su.bloct toa rdinimum 48 hour a&an'ce notice andaee tsy appointment only — La QuiniA (760) 398-S828; Imperial (766.).' 482-3300). Any workfailedirejected. by the, Distf iO trispector shall be corrected in a matter tter satisfactory to the Disfrict'.Inspettor prior to 1he,continuation of work, The Pistrict, Inspector shall have. -final atiIhOrity to: pass, fail:or apprbv6.:Corrected fneasures`. Wdrk will not continue until.t1he., d And'; d the electrical system, pa bistriot',lrispe&tor'ha�iin-spet-.tesse The required.-inaterial material -and . rk !nciudes f0rhishing and installing the f6ii6wing, Excavations,Arefiching and backfilis, 21, Co;ldu,a;#. -nc se r,,,,ent,'rl-,r,o.n,--,rete,!reciui!'ements 3, Boring 4, Und&grouhd conduits, ducts, conduit fittings, and sealing compound 5. Tr6risformer Pads, juntftion:pads, precast vaults, 6). Ma,rking tape ove'r 6onduit .7. Secondairy'.P.Lillboik. Copperweld�. rOUnd rqds^:518..x 10' , g. 9.. Guard posts 10, Pulling.rope -11. Stub OLAS 12. Slopes ia.,Retainlrio Walls 14, Clearantes All work shall follNi the bes,tffi:6d&n practice both in the manufacturer anci4he installation of underground facilities,I All work §hali I be.A.066,by artisans skilled irf-theirvarioUs-trades. .All rights-of-way determined necessary toextend .electrical service tG,any project sheflibe the sole responsibility of the customer to acqu , ire. For information -regarding all teat estate anddright--cifr-way matters please contact the i]DReal .Estate Section:Imperial ValleV.(760) 3399239 or Coachella Valley (7060), 39175950. CSPNOT)FICATION savict 10"ER iZ, Reference -Tables: TablLa I Coimt6n.-Steel Clasjhg'dndi 'C,o Sizes nd Section 3 Borin pit Table -.2 C.cridLfit, lildex - $ection:.4 Underground Gonduits '17a.ble 8-CondLlit RopelMeasured nape Requirements - Secti 1.01 Pulfirig rape Table 4 Conduit R.adiL)S index {1 l6rizo 6 1) Section 4 Underground C ondu - it s, Table. 5, Gbndbit Rise' SfteO R40Nslhdlex (Vei-tical.). Section A Under roue d' Table, 6 *ub Qut Marker -$ecIion, 14 Stob otits TaVe T Encasem eritOritoria.-.Section2Cotid.uiteilca-sL-m6ht Drawing Refe'rericci: Drawing Vauli�si.de,-view,,.'Co.nd,ui.t'.Foduction - Sectiob'4,.Under&bun d ConduRs bu iwiiig 2 Stub but detail'� Se,&ti6h 1,1 Stub outs Drawing 3: Re' inin tzl 'gWall.,sl6pe fillingtowar.0 IID eq vipmeni - Section12A Slope W'a'Wing 4 Reia'('Prqg, Waii, -slope. failing 4way. from 10-equioment.- Se0oh 12B SIOPO Drawing Typ: Jcal BO"ing. 2 Deta(:[- Section 3 ®faring Drawing 6 Typical 13664192- 6"DeWjl.= Sectiorf;3 Boring, Drawing r Typieb 1 i3dring -4 � 6.'" -bet' ail:_ Y Section 3 Boring Q,rawing 8 Typical l3prin'g, 6 - 5"Detail -,Section 3 . Boring SERVUS-4WEIFER Excavatkons, tronchin and b; ck#if{s: JA it shall be the responsibility of the installation contractor to establish all grades (rough ana final), bench marks, property :;osiers ties, fence lines. wails, property lines or other field references as required to install and verify the installation and location of power facilities B It shall be the responsibility of the installation comractor to establish the location and depth of all existing power system facilities and foreign substructures within the work area The contractor shall also call the USA dig alert and keep up to date the one Call ticket. C. ContractoriDeveloper shall review plans as soon as received from IltD for passible conflicts or.problems on locations of IID structures. Any revisions to original IlC design will require additional engineering time and might cause additional delays to the project. It is the responsibility of the contractor to contact the appropriate Ill.? Customer Service Project Manager. D. The installation contractor shall bear the responsibility for returning all excavated areas to at least 90% compaction All testing to ensure 90% cornpaction and restoration of the worts area to its former condition is the sole responsibility of the installation contractor (112ftr to 2�..� E. Excavation for vaults, junction pads, secondary pultboxes and conduits shall be made to the proper depth (Refer toil After proper installation and inspection have been completed, compacted backfill shall be made to the finished level. All surplus excavation shall be disposed of in a satisfactory rnanr, ger, F. Street light circuits, CAN, and telephone may, be installed in the same trench; however, their relative position must be verified with each serving agency and installed to their specifications. ( f G The contractor shall take due caution to keep from damaging other utility systems that have been installed and shall collaborate with other utilities that may be doing work in the same area l' All other utilities shall maintain no less than a 12" clearance from sub structures and underground equipment_ tRe r 12 S•1pnoart!_1tlg.41) („RRIF—r to 2K) I. Joint utility trench will be a rninirrrum of 24" wide to ensure adequate separatism between Power and Gas facilities,(Refer tri 3I#ndat,�t 100,41) J. Whenever possible Gas facilities will occupy the opposite side otthe trench and be 12" above the power facilites. (Rofer to $tandard1t3fl.41) F(�f� to CS]PNOTIFICATION _ SERVICE ORDER #. SHIM,,_,, � 0ao _.�..._...... �a v�t�or� � l< i eo aid i t± tfE 6: Mimed - G. L3evpfaper!ctitifractor Will tiir°respon'sible for.coorei pa,tfop,Qf ins.pec ions.while trench has ll vOties exposed. (Reffer to,irirr�i inch Ier, rt��Ct ty. A rdem�snt lii : '-�5-ti7 (Insp tion sthadules ars,,sub t to a rniniro�uttr.4�.heur � adtca _ ►otec yard s by olntMohl: petty - La QuIntfa {760} 30-59118.; im. r€at (70 -.3-0,)"w . . The,developot shall bg respns b!e far Flh.ng:oc,t. nd s� nii�4 lll) farm .700E G- O7 Joint. -Trench, ?ridervnity:flgroeineot; contact the :_approprWe I0 Customer dei rice Project:Manayirr (R fir to :Jorrit Tr#hcd indt rrenita AgreemereY.. ... IBCA- CSOINOTIVICATION `Stk8qCEORDER # 011 2. Conduit encasement end concrete reqMiqeme!jt%: 'A-- AII.Encasement of power ducts will require an on site inspector at t.he firne cf encasement. (inspection s.chedufes are sub*ttoA, Minimum of 48 �h6ur adVan6o notica and by wppointinent onty. Ls Quitita (760) 394- 5828; Impel (760) 482.3300.) The term encasement as -used herein shall mea rj,a 3" envelope around all sides.of one or more clurt5,, 'G. util'-ze plastic spacers that provide:'"" separatio n PlOstic.spacers shall be d on conduit ondult runtto be 'tobbrelL e encased both as single; or banke6 in'slallations and oin dbct banks riot encased; spacersbrery P l6ced evesix fleet (6'.), (kefeLLo L -able Z) 1). 'Concrete encasement of c6nduils at street crossings sbalFbe: 91hree (3) sack sand slurry or 1800 — 2000:ppsimi-x E. Backeills- at street crossing$ �Irnaybe �a,three (3) sack sand Slijrry from top of ,on 0 'C . c4%ement t street sub -grade.. If. the contra, toruitiliZ05, a4y.quick cure chOmical product additives to the concrete the contractor shall take full responsibility for concrete �quality: (Rofor Lo 20 .(Rftjg,2H).. (ftfotoo, TaaLle 7) F. akkfills at street, crossings that are,other than a three (3) sack sand slurry 'backfill shall observe the following: a_ Contractor shall wait, a mi6imurn-of 24 hours. befpre.backfillinIg roadbase and,compacting over concrete:ericased.-concluit. b" The'c6ntractor is responsible to ,ensure a Go M.Pactict, Of -a0?/" c. The contractor assumes the. iespohsibility of pfoviding the IID with the cohipaction test veriftation.,fthria 1.0 , (Raftr'Lo 1, G., Backfill aQkfill Material when used above concrete encaseii.iOnt shall be 8standarcl roadoase material properjy,porqpactecl.. unless othorwise.-specified On the drawings or by the 111) Customer Service Projept foan.ager. ('Refer to IF) H. IlUcOnciete ericasern(iint,' backfill. etc.. requirOrriier.it$iw4ill.-be-foilowedtLiniess the City. County, State Agency, Property Owners, d, Authority having jr risdic�tion has requirements thtare more strict, the hiqh6st requirements will::ba followed: f. Licasernent shall be sanct'slurry below streets, patking lots., and comimercial driveways. (ReLe.rtoTrench t)etait§tanopEg.10.0. . 3','ELaq 4", (Refer -to Cahte T) T Concrete oncasemprit for all other locations, shall tae no less .,than, a 2 sack oi- 1-590 psi sand slurry hiix. CSPINOTWICATION * SERVICE ORDER # SIMET R ,lk' C bii did I't 6 db;�� getqAqMme-qts '�qgnhqued-; K' ; l ThejaYef,,S,��#tw,�Ieo p.p.aOjO1 i!) N utilities wilt . in compliance ri iace1 428 'ha ',_ ' tJ d-_'..; mup! of 121" :se pr):,,may,,. .re uce Bgkr to Sti L. ' ri}!dust encasement cri eria is.,,as fi!'�ws in Tahje 7 Back bone 2.or coarct' 6," t 60 4 or rri6r 00 , 1 2s Underground conduits, ducts, conduit fittinas, and seatin compound A. Ccnduit r uns strail not Lass each other when on the same level andtor plane. B Primary conduits shall be buried a minimum depth of four feat (4') Secondary and service ondGritS shall be huriod, a minimtrm Jcpth of two and one half feet (2%') C. Sizes and arrangements of conduits shall be as shown on the drawings D. Where the external diameter of the conduit is smaller than Tie o;arneter of the opening in the vault wall the reduction in conduit d.iarrieter shall take place two feet (2') from the external wall of ttte vault Reit to Drawing # 1 Refer to b wire 11Vault a1do vlaw Dtmctult ucti n F. The maximl.im obtainable separation between {rower facilities and all other substructures shall be maintained at all times, 12" minimum when paralleling and 12" minimum when crossing encased in cGricrete (12" minimum refers to compacted backfill) F. Conduit shall be` PVC heavy wa,'I schedule 40 for below ground installation and schedule 80 for above ground installation_ (See conduit index table 2). U. Conduit sweeps in duct rens shall not have less than a 12'-6" horizontal radius unless shown otherwise on the plans. (See radius index thorizonta4 table 4,1 1 1. Conduit sweeps in vertical runs (pole risers and equipment risers) shall be installed in accordance with labie.5. i All 2". 3" service and/or secondary conduit (vertical) risers which enter buildings, service panels, secondary boxes. rransic1nier pads, ureter pedestals, etc.. shall have a minimum 2'-0" radius, see r;ser sweep radius index (vertical) table 5. 11 All 4" primary conduit (vertical) risers which enter transformer pads, primary metering ;panels, underground switch gear panels and pole risers. shall have a 4'-0" Radius for 4" duct. see riser sweep radius index (vertical) table 5 K. All 5", 6" primary conduct risers which enter transformer Dads, primary teetering panels, underground switch gear ;panels and pole risers, strail have a minimum of 4 -0" radius for 5" duct and 5'-B" radius for 6" dua, s::e riser swoop radius index (vertical) table 5. Contact your IID Customer :service Project Manager for.further instructions or ques'iors. MPMOTIFICATIONt WVVI ORDER k WUT-� OF =5 K.. i he 0st lytic i ccintract6r srai' maridr�i ail cs7n tzjit runs to and �IClLJOing ser�i„i~ Cl4iu z f.6.f thai±:pro�ride the mandrel; and in5picetpr. :(i"Sps�ciiO a sche u,les a -re sui iecflto:;�t minfinum 48 :hour Advance nqtice,arid arew by appoi t ;ent oniy "..Qtain:ta (76(} `3W582B lm real !(.7.60)' 4$2= 3300). >: '1..ha insfatlat;�z^ �� -Elie i;cir�d�tit. ��fStc:ri°°: vrilt :tom :r�`ci�Ct;s:rtet! by. � ain�ie rcniraitor or other Brat:t,� to ��cl ,hc ;,p b}eft pantirluity, r. -I dQin the possib'lltjt J, to. 1ii%!15 1Tgm th ✓ v ; i, . FEyUf3 �C,i?S; ` ,aa K.. i he 0st lytic i ccintract6r srai' maridr�i ail cs7n tzjit runs to and �IClLJOing ser�i„i~ Cl4iu z f.6.f thai±:pro�ride the mandrel; and in5picetpr. :(i"Sps�ciiO a sche u,les a -re sui iecflto:;�t minfinum 48 :hour Advance nqtice,arid arew by appoi t ;ent oniy "..Qtain:ta (76(} `3W582B lm real !(.7.60)' 4$2= 3300). >: '1..ha insfatlat;�z^ �� -Elie i;cir�d�tit. ��fStc:ri°°: vrilt :tom :r�`ci�Ct;s:rtet! by. � ain�ie rcniraitor or other Brat:t,� to ��cl ,hc ;,p b}eft pantirluity, r. -I dQin the possib'lltjt J, to. 1ii%!15 1Tgm th ✓ v ; i, . FEyUf3 �C,i?S; 25 TABLES Tablet (Co6i3riit Index i s CONDUIT RADIUS 4NDEX "HORIZONTAL) Table 4 25 TABLES Tablet (Co6i3riit Index s CONDUIT RADIUS 4NDEX "HORIZONTAL) Table 4 Table STRAIGHT ABOVE. GROUND CONDCIT_INDEX STRAIGHT SWEEPS' I __... RISER POLE CONDUIT HORIZONTAL BELOW t3lAIS TER GRrUND i 6Et0iN t Slii.'EEP. i GROUND. 1" i SCH d0 , SCH 40 SCH 8Q: 1 2 _t J 4 t2 5 Radius _ 1-tl0 Cciriductor ;.... , '� EQUIP TRANS SCONDARY t SWEEP } PAD I BOXES: )� METER PANELS SCH 40 ' SCH_80 SCH 40rf�SGkt d0 SCW 40�t 2" SCH 40 SCH 40 j SCN $0 40 SCH 40 _ SCH 80 4" l SCH 4G SCH 40 SC_H 80 SChf 80�S{ SCH 60 } SCii 80� CH 4r SC 140 i~ SCH 40 'SCH bO —S- C-H 40 SCH 40 f SCH 40 SCH 40 1 SCH 40 I SCHH440� SCH 40 SCH 44 51, ! SCH 40 1 'SCH 46 SCH 80 e i SCI1 40 1 SCH d0 SCM $0, 1 SIGH 64 }- SCH 4a SCH--4-L%-T 40 ; SCH 40 SCH 40.40. r'SCH 40 SCH 30' SCH 40 '; SGH 40 f '-SCI�t 40 Table 4 (Conduit Radius Index -Horizontal , s CONDUIT RADIUS 4NDEX "HORIZONTAL) Table 4 PRIMARY CONDtiYf 01& RADIUS CONDUCTOR SIZE ! PVC.SCHF55LE � _t J 4 t2 5 Radius _ 1-tl0 Cciriductor ;.... , '� 40 5 12.5Radio3-1f0 Conductors ' i T AO mss•„�,_� �t _ 25 Racfu�s Typical_�t_3-TSOMCM Conductors t 40 ti” ! 5U Radius as Sp+sc�� iFied_} 3-750 MCM Conductor 40 1 'Contact your IID Customer Service Project Manager for instructions Table 5 (Riser Sweep Radius -Vertical-) _ RISfR SWEEP RAD{US' INDEX (VERTICAL} TAf3L> S w_ _�.t _ : .. W Radios -- SECONDARY r'oIo Riser E ui Riser Trans Pad _� Second_a Mater Panels CurtdustDla. PVCSCH P_VC SCH i' pVC 5CFipVC SCH _-''s PiiC SCf i ^ # i- 2 24 Rnd!un 40 WQtI 36 R ,clic{ x 40 t 40.y._ alt 1 e0 f 4" rss 3G ( 80 40 . __.. 40 i 40 40 .4$"-60" 1 as Radius-` `Contact your IID Customor ScrAco Proiw N/A = Not.Applicahle r 1 NIA NIA. fpr. instiZictians M NIA 0F 5 6. RLkUMIA90 242LI2�dt q A. C(mtractor shall install 2" line a.L;a!-d Ill -,ape d np in color wjh black, lettering. FAOION* 13UPIE'E3 ELECTRIC LINE Ell. Standard f02 5,f BContr-4dtor -:Will install. a CALM'Oh �b6ve the pcwv& ducts Stan garo.,,.1 QO 6 7- Seqo!jdajy,puIIb2 Secbfvd'�ry t)ib bsshoWn:bn the 6 -,r%v;nqs 8urfaic,e socibridd rxllbox utilized 'in. all Imperial Imoa I Von District si�4q ry conszrvction: '. R feren$tandard 191.1 — . 1x,1:19afy Ge oft .k-9 -L— A. To qomply Aii I th General Order 128, rule 2`1 M. the contractor is required, IP ,provide and. a Mfnirriumof two x !Q'C-oppemeid grotmd toOs shalt. be,in stalled. ateach, tra nsfort-ner pad: acid ju,nct on, paid, andpr ii T vault. (See Standards Iq l r dRtg,i1 B, 'r"he diveloper,witt'b6iriespohi�,le fot-&riVih# any and ail grouind reds in the system that i5 a. jotF.ft trencti, Tlriis'will.::Ibe predetermined redetermined and completed .before IIID co-tistructi Oo, crews arn.vie PR *th'e, b jP C. rrench and ,pad gro.oncling" Singllr-- phase transformer Standard, *190.3-190.31 Single plias sector reference .Standard 19O ..AZIM".4i Three Standard 9, Guard gogets: A. Guard potts-shall be:4,"h e s c. e, u 40 black cold rolled tie. I p d0l e 1)a high As`ibility yellow. See S - tanOard.-ABU fo.r concrete fillIfet;h6ition requirerrien and. ty --a . t . 1. .. . I � . ts piq J* kication of 4 CS S&NOT! FACxrtQy f sfavjcx 30 A. In all duct runs the installation contractor is to furnish and install the following: Table 31 onq t RopetMenured Rope_Ri uirement_s for Primary Pulls) CONDUIT ROPE/MEASURED ROPE REQUIRE WtS Pf"MARY PULLS Conduit which will ; Rope Type Conduit Length 1 contain WifeSpare Conduits 501' - 1 o00' ! --- Nc $ ar1 S (ices Ok _ h�Msssurtng Rope A, 1' - 1000' j No S SpliLes Ok aj Polyester rope usually yellow in color is acceptable b; treasuring rope will have one foot (1 ) i icrements clearly Marked IID representativehnspector has final decision on type of rope to to utilized in conduit pmts_ Spate conduits may be filled with polyester rope with splices If pulling wire at a later date (any time after construction) Contractor is responsible and required to pull in new rope that has no splices NIA = Not applicable 11. Stub outs: Contractor shall obtain and install stub out markers comparable to the stub out marker indicated in Table 6. Stubout conduit shall be a minimum of iti'. Defer to the job drawing for specific Stubout lengths. Rioter to Drawing 2 Serb out agUOI Table 6 (Stub Out II arker)i STUB OUTMARKER Table 6 MANUFACTURE PHONE NUMBER PART NUMBER POST -LX -1A -66R ELECTROMARK. 800-295-8247 ext. 222 iMP065-G•RE-84.1 IMP066-G_ RE -RBE_.__. Stub -Mit Marker 66" x 4.25" Front View Back View Top Portion Top Portion C9?'J1MYWAn0N SCRVICE ORDER N sl(1;t,BT IG f 1: o, , W. IF, y41 FORIMTFR P,NNS i?,c 44 X ONi 1-MiROUN J TivvtSNilRhf fi. A:� Ij UNULRGROUND T:;Plt:SFOftMEh, a 6, kq.D C 19 SURF„-RS!(i(.0 ,iJ;Uca>srit;a"II,RI a;G �PrFtl'}i Fi?,YJ"tLi: ►��t sccr n Cit9MiI T- F:DESIAL �� XFM.t LT TAlrtw05UlwL CI cwi syliTo 1 Jvq- win-WOOI, POLE SL STANOARD C QJER(;R'ill l'l I`R i,('It,P] Li tiTitr'_+ L Cfti' %'N STEEL STEEL TOWER VAULT, SJSIiIL_ i�N�JIi t'.�tE'11x f �t OVER10Ji U5r CM VAULT, .c� tiUM RLCLOSLR E.J u VNJI i, siftG itiGUI tOR 6AM, �i CAM Ni --,-I- t'(. i:Fd0E�5720Jh^� SVt'i+C:ii Inc SWITCH CABINLT � r(f3Uw; 7-dOdY abcyi raP�� ira BASK lWi (SCkED UF) 7 UNDURC,ROOlNY'd CAPACITiair IM CA.ES ARLA TO 13L COi'lCRFiS _'NCAS;-17 -�► • SINGLE NiASE PRiWR'-* U1,UERGR0Uu:1 • �'"�' IK' PHASE ''R:M,ARY JNUFPC ROLTJD +»+ • � THREE PHASE PRIMARY UP IMR,;ROUN`3 IIVEF PHASE PARMA Ct %PIMARY I1Nf?fRGRGUNC BUSS PAR "•"'� • ” � SIMM "HASE SEC041AF'c' ONDERGf O00 THREE PHASE `iFCtWIARf UNDERGROUNW UNLIERGROUND SERME- �*+�.»�• UNDERGROUND SIREEIL'CHT CONNL'CIUR AI;iC'i41.1..a\i=c?E.�S Fi?,YJ"tLi: ►��t KIM P()I t A t! - FRAML. 2 POLE 3P Ff-FRAME. 3 PULE y� win-WOOI, POLE SL STANOARD SL�URiTY !.fG�ITjSTc?CCP (fail' 1AR-klAL POLL tiTitr'_+ L Cfti' %'N STEEL STEEL TOWER i�N�JIi t'.�tE'11x f �t OVER10Ji U5r AI;iC'i41.1..a\i=c?E.�S Fi?,YJ"tLi: ►��t OVEPH A lft:rai OrrMl lr, ABC OF, FAULT INDICATOR 3P REMOTE i'I'RRENT SENSOR T`, 4 1 ---4 t1V RHEAD 7R NSF ,?IMUI, h d. 940 r ► � tiV:t=:fiRJ 1::M�Si4lttAEfi, a?+,AC.i;G ►��t OVEPH A lft:rai OrrMl lr, ABC .j S?Cr' TRANSrOiiNlcR RAI*K 01i -.— ti Riff1,C1 tihF,�.CITC'F: WIND SL�URiTY !.fG�ITjSTc?CCP (fail' tiTitr'_+ L Cfti' %'N STEEL i�N�JIi t'.�tE'11x f �t ct,ar t� (j RLCLOSLR E.J SEC 11CRdtt/1;Zfk itiGUI tOR 6AM, �i R-GOLATCP $VNh G`1F'RWFW'1 SNIIi�'I G:UJG UVERHEM) SOMCH GANG O0,RItFA: SIVCH WN -UM, AUTOkATIC IPAMS(LN ES SUBSTAT" SE.1�-.Irr? _nt.t'Tit�ti t%�IiCk SER' U PG NT 112,MIUit' METER St1I3� 110N SU85TP.TiEN' DOWN PU+. 9XGLE DOWN GUY as DON7v' GLc'r. I'NU OomIN .^•U? LVVc'N Gill. I1-R:F, c.'ov, GUY SIDEWALK GUY 'SIF oo SPAN Gtrr, # 3ymoa !CEpgds iJTS { or tu'YS E'Rr'�glii_,it N! C`i>XD["(TUR + *+ • -�-» SM f RML PRIM IR GVFRIIFA:: 7WO PHASE PRikVRY OVERHEkk rnww. sirr w +bt. -eHPR PHASF ?RIMMY (,W!iRH!:P.i . ..,. :SUB_TATIC;N 5US M _ . , SENSOR �6tYJV17.1R!' C1ir,t'D�I)ri('T('ok MliCNFA \kO K R-I:n1ORi: ..�._ -.. <:1iR,:r IJIASE SECGayust.t t,=t1%1;i tal 1C { E i OPfrJ Pi�lf:i ""'•��^ ::4!'.cc^.cArf s"CC�ttt�A6� .tJtlftrCR{ill, COUB:.0 DrAT' EN -D J:1� prf) ....-�...-... �M RHEAt? zTRZETLICHI GONVU TOf ND iJP10`L."s( iti(7(I'1L'. UiSIRIBUTtCMN 'STANDARDS - - i 11D ELECTRIC SYIvII3D:, LEGEND � r..2'.s. ;t1 v oe-1$-csj u EAP?(N ,T 12 _ me TJ �. _ _ �_._.. _ SMr RLV i a JAT` c CH•VRA2Ast/S''RNDARDSSHM V) Of - - -µ (j PHC,TO VOGhf- (�- 40_Ak - WIND DOWN PU+. 9XGLE DOWN GUY as DON7v' GLc'r. I'NU OomIN .^•U? LVVc'N Gill. I1-R:F, c.'ov, GUY SIDEWALK GUY 'SIF oo SPAN Gtrr, # 3ymoa !CEpgds iJTS { or tu'YS E'Rr'�glii_,it N! C`i>XD["(TUR + *+ • -�-» SM f RML PRIM IR GVFRIIFA:: 7WO PHASE PRikVRY OVERHEkk rnww. sirr w +bt. -eHPR PHASF ?RIMMY (,W!iRH!:P.i . ..,. :SUB_TATIC;N 5US M _ . , SENSOR �6tYJV17.1R!' C1ir,t'D�I)ri('T('ok MliCNFA \kO K R-I:n1ORi: ..�._ -.. <:1iR,:r IJIASE SECGayust.t t,=t1%1;i tal 1C { E i OPfrJ Pi�lf:i ""'•��^ ::4!'.cc^.cArf s"CC�ttt�A6� .tJtlftrCR{ill, COUB:.0 DrAT' EN -D J:1� prf) ....-�...-... �M RHEAt? zTRZETLICHI GONVU TOf ND iJP10`L."s( iti(7(I'1L'. UiSIRIBUTtCMN 'STANDARDS - - i 11D ELECTRIC SYIvII3D:, LEGEND � r..2'.s. ;t1 v oe-1$-csj u EAP?(N ,T 12 _ me TJ �. _ _ �_._.. _ SMr RLV i a JAT` c CH•VRA2Ast/S''RNDARDSSHM V) Of - - -µ X-MMO TAMPS IG. ya 1'. 1 1 NO 1 10 1 K., V 1: il '0 - I -e .m i uk,� i" Q,, :;, ai, tt.Jj "0( w, 1,L) 14, F11 Vh IAf 13 JJ.(j 11. cl z -iiCvq C.li 1�0 1'AWA VAUIX, S*N;M jli,.41\t 0 1 11, ISM UVINA l! M JTA. 4 UP51 'J-6 ticpbl nlv, eA.i mj '101 S311.0,N: k-OIIAI�llivisN.1,11v*d,:�IN3,-) -33AD?1_4dV sowaNy.ts Nounewisig ONrtrMOOGINIn 'ou J X-MMO TAMPS IG. ya 1'. 1 1 NO 1 10 1 K., V 1: il '0 - I -e .m i uk,� i" Q,, :;, ai, tt.Jj "0( w, 1,L) 14, F11 Vh IAf 13 JJ.(j 11. cl z -iiCvq C.li 1�0 1'AWA VAUIX, S*N;M jli,.41\t 0 1 11, ISM UVINA l! M JTA. 4 UP51 'J-6 ticpbl nlv, eA.i mj '101 S311.0,N: k-OIIAI�llivisN.1,11v*d,:�IN3,-) 'r•!i,:1310 AM-' LN '16d'i GV V.. fi M, , vj 0,1 -1 AHVILINW)AS' N A U v R I Nd root .4 11 V. IA U F6 T ji EMS - WW 'ot, NOU-I'MIKO") 'r•!i,:1310 AM-' LN '16d'i GV V.. fi M, , vj 0,1 -1 AHVILINW)AS' N A U v R I Nd root 46 w tl R4INC SPACE Ar:;. -t.: `EN -c ALN tA:ST%1tJt'%tt<, ;! T At::iN£()F` a IN `.'FS ASG^ t .j n. }}w �l �_ IR r u, 5f'ufittir Y ` VAU-- t_rURB GUT -FF t � _L 7 N 1-- 1 1'- i>i WORKING SPACE A=F : WWI ()'Z( uCL o ANYOSST3 C iii\ r.�t ALt.owt:. a 1.4 THIS ARRA u 1 t ,I vl ♦� t - , .L._ r=;t ---� 4 '--FRANSFQRMEP k CURS d• G1i::tW —cm 9MUAM- Ht?'� { Arty/Alt installotions ai IID `sc?ities \v.,1+irn ons• �ui�l°c ::t!et! riot t of woy to wli be d(wo vi,: enc-anc-ment rern�ii fro-^ :uco: jur;xufcl:on cyercy. %.e City. 1^om±y e(c.; i. Any,rAl. ins-o0il inns p? lit) facilities witl tri a ocdicated r':,51ic UClity Euscment (P U t..) ,hoi ne -nude 'r) rccorr;ancc: with P.Ut, rc shown on s.,d (sucl\isior,j mop. Lc•. :i)' P.U.-_ acljre:,:nt to public street 1 q'ti-nt r,.;y, etc.. 3. Aly/All instaltot:or,s of 11D fccd3t;es witrir •rivcw rrcpnet) stall be cane vi') PnSC:nu[1; ce eat^3! 5otisractory a.;thorizction :rom vestea ox -ter of said prn�erty. � cost corsJIC ill RZec-=Stc3ic7 �Pciior" fcv- c1crlficakilr"1 con'-ur6'-v tt'ra ZID UNDERGROUND DISTP1P- !T?DN IM FACUM UWA ATION 1'-20' 1 my as II -19-w i 1L T. MG SERVICE ORDER N _ SHEET Q;' 100.4 0 1 TTN UP, SECOKOA6V AND ,J p �Vll TTN i u SUTION UTU' (GAS -INC TRENCH DETAIL AW =ED CURB, GUr= Ewa... Mt. PAPWWVr Witit 10 PIT P MR i 0 49 G IRMO E CONTINikus l'APE (DRECTILY ABCqE ALL RUNS OF NPIERIAL IRRIGATION 06TRICT CONaff)l 127 ABOVr CONDUrT INISH GRAPE 60 -,CONTINUOUS TAPE (NRECTLY ABOVE IMPERIAL IRMC-AtION CONDUIT). 12- AWME CONDUIT TYPIC'AL I'REN -1" ''CH Of 611L W/1-INEDUAR0 III iApF OR EQUAL Z004 1. INSTALL LINE GUARD 111. TAPE, (RED, MINIMUM 2" WIDE). *cmmm ww asm, Lw sum* TARE TO BE FURNiSMME & INSTALLED BY CONTRACTOR. 2. TAPE INSTALLED 12' ABOVE HIGHEST PRIMARY OR SEUNDAPY IMPERIAL IRRICATION DISTRICT CONDUIT TRENCH, csp/r4oTlvf(:Anov,� SERVICE n"M *� sum—Aj oi. #�b ONO RGROV46. `0-1-5-M-lYLfflQN STV4DARDS L= GUAM W TAPE T. w laIL �LR- - W 2 I- -ctvx4kvt-,�� I OK .4o # N()JjvamtLoNfjSJ 17Z.0 11 E14 - !U TALC stL NO A I bi ,I VAX49T Olt V.Alxq.t, ISSYMCUSNY81 Nos Pifvjzo ava alSHONIO) lsvoamd .4o # N()JjvamtLoNfjSJ 17Z.0 11 E14 - !U TALC 9K;MNQtJY15%NVIY {h{+ a! ',t3y T Y3i i iN{N .1, i E!.'i�6hiidoTtitl li ti0——90 AJ 01 VAN ' c�:��t?tJti.l5 •`iiEiiil$i.`J�S{+ f�'vf!f??i3H9":T�^ II: ' li3tit'W 3 ttk �.._.._., � i�?iJ.Yt�i�t.i.�I►I+�td�.� L,;is •aY�� 3Y?iaiiddHa J:}- dot !,a S1tt11N0", L ,Ti lavo V s j.'s : 56. :IC MI)N!XVN V OW %M: JC NCTS:)Ydrft)C VVIAIfiI)i`I Y f)1 (T'4d 4Sd3N� OW.) 3SV9GI08 ilv !;VdV#03 QNV 'LTVd 83?ldq,-3SWiL �jiV'4*118 (N'1 )VIrd310 7:'",Wrj,VON 10 „9 l•IVISNI V If's!nOdd ITVHS JO.QVWN00'9 'C'3'lvjsNl Sl KlYiJ0.:1S%-V8I N31+;,1 '0'1" 3,8 13`: 39 01 30Y1!Oj4-NV .r 1 XitV1 D11,01NA)0 NO NMOHS S;' 38 01 {TVs: 1-{;,V3 NI $1100NO0 l) 838MIN C!NV RIS'l ,l8 IJOU. TIVLSN'I) CTVd ?J3d Vj0d ;l'13As.43�d;;-7 ,O1�.315 Cilli 353310tcI Di ii0.l?Y211N6J :' _ _._;{f.� f;j,9v x iJ;.ii I d.l.<'0-3ti•b !OG3_� i•-�%:3-:)ii8-: f_._�.1r.:) Ci',p._.. x X (-l.st .i _..`I lat i {bit—/ ii( yi? P1)S2i=t? c1:1 SS�T�i�IH:l�s�(If� �y!dQdJ ,�KOI�"i7l1lti �'!� �fl�,Ji12�a.5) . '�'� �'tif�N'tI 2I;�N'l.L�Ildfltl�iYi "`Madill Mid U3AZIOASIIOU AN49I-ANSI -SdHd 08 53?if1t0^a15 ONS $Niti'3iJJJf3idVi 1 - ,)Sr,, iFj Timm w4 =T.?�+?NO? i'>b7?i•J3 V `! .,t . 1y. R "QUO 33uws UVu, . 31 t;., CI: roar ..-. tNc s Oyu' dwy �3?31ht. (1Nf1D?jJ nt � CION ONPOND Iali) l.�b�V d . l NOL S S4 X `A ti I t ?04 ONdit)�l5 fir^ is n . t` Oil' 3hNQ L1"�Mi T- � vb 008 ;UNnNib, n1/LT MIA k9 0 CAUTION: ENERGIZED STRUCTURE & CABLE DO NOT PERFORM ANY TYPE OF WORK A QUALIFIED IID ELECTRICAL WORKER MUST PRESENT AT JOB SITE BEFORE ANY CONDUIT OR ANYTYPE OF'WORK IS; PERFORMED. PLEASE CONTACT IID INSPECTION DESK 9:.(760) 398-5828. CUSTOMER NOTES:. CONDUIT NOTES: 12. ; INSTALL -1-2" SEC. CND. SCH. 40 PVC AS:PER:SHOWN LENGTH. 1.3 INSTALL 1=-V PRIM. CND. SCH.' 40 PVC s, AS PER SHOWN.LENGTH. INSTALL. 14" PRINT. CND. SCH. 40 PVG- l �4� AS. PER SHOWN LENGTH. TRENCH DETAIL NOTES: DEVELOPER ENERGY PLANNING GUIDE s- a USE DETAIL "B" ON SHEET 18 OF 25: i=t SECONDARY RUNS SHALL BE INSTALLED c C AT DEPTH.OF 30" MIN. USE DETAIL. "C" ON SHEET'18 OF 25. TRENCHING NOTES: TYPICAL: CONTRACTOR.SHALL INSTALL -2" LINE GUARD TAPE(RED) "CAUTION": BURIED ELECTRIC LINEBELOW SEE SHEET 21 OF 25. TYPICAL: T FROM FACE OF CURB TO CENTER SOF TRENCH.: UNLESS OTHERWISE NOTED �ia�lb9[�P.I ,� VW MILES AV VICINITY MAP NT.S. NUT TO 8CALE T.5, Al Sec.19 SUB: N. LA'QUINTA 4011 IAL, CA. f—fjl Ifor 100A "1201240V 1 PH UG TRAFFIC LIGHT .44818 WASHINGTON *A LA 0UlNTA;.CA 92253 oa Q,QQ �q r - �� 4x � A ENERGY Ab.wr.J' /mptrinl 1rigwim INwia CUSTOMER OPERATIONS 81-600 AVENUE 58 LA QUINTA, CA 92253 Customer Acct:,# 3 #8597%. CITY OF LA QUINTA 78495 CALLE TAMPICO LA QUINTA CA 92253 Subject: 100A 120/240 1 PH UG TRAFFIC LIGHT M5 oa ADR 0 b 'b y y- 1 C1 t °/ ire l j'' ",9.is,'dTA April 02, 2013. CSP 0401-52,143 , 44618 WASHINGTON #A LA QUINTA CA 92253 IID Energy thanks you for giving us the opportunity to serve your electrical needs. To ensure your project is successfully processed, payment in full is required for the balance due. Please send payment to 81-600 AVENUE 58 - LA QUINTA, CA 92253. Regulation Charges Amount Quoted Balance Due Engineering Fee $ 1,000.00 Connect Charge $ 950.00 $ 950.00 Comm UG Actual($13380.45-$1000 Eng Fee)$ 12,380.45 $ 12,380.45 Total Charges $ 14,330.45 $ 13,330.45 Our Goal is to .provide excellent customer service from design to construction. Please ensure requirements 1 & 2 are accomplished or contact Project Manager at 760-398-5841 if you have questions about your project. Requirements 1. Project is paid in full 2. IID inspections are passed Call your Project Manager once requirements 1 & 2 are accomplished. This allows us to efficiently plan and commit necessary resources to complete your project. Important 1. Failure to acknowledge this quote by 09/29/2013 results in cancellation. 2. After Payment is made in full, actual construction date is subject to material availability (10-16 weeks). 3. Design changes caused by the customer may increase regulation charges. 4. Failure to fulfill payments and IID inspections will result in project delays. 5. Guarantee deposit is also required for new commercial accounts. Sincerely, &oP ROVED FOR PAYMENT Mr. Caro Project Mangier Account No Description Amt to pay. V# t CUSTOMER OPERATIONS DI RIC 600 AVENUE 58 IID LA QUINTA, CA 92253 Acentury of S--C- CITY OF LA QUINTA 78495 CALLE TAMPICO LA QUINTA CA 92253 Receipt Date:. 03/12/2013 Receipt Time: 15: 06: 10 Contract Account: 20008646 Customer Number: 3308597 Service Notification: 4015243 Service Order: 60080307 Project: Sales Order: 70607471 This is your receipt for the amount of $1,000.00 for the following fee charges: Thank You 9 Amount 1,000.00 Total 1,000.00 ENERGY /npr iAI hsiyfiwi pi/niR CUSTOMER OPERATIONS 81-600 AVENUE 58 LA QUINTA, CA 92253 .330 597„ CITY OF LA QUINTA 78495 CALLE TAMPICO LA QUINTA CA '92253 Subject: 100A 120/240 1 PH UG TRAFFIC LIGHT Date: March 08, 2013. 44618 WASHINGTON #A LA QUINTA CA 92253 IID Energy thanks you for giving us the opportunity to serve your electrical needs. To ensure your project is successfully processed, payment in full is required for the balance due. Please send payment to 81-600 AVENUE 58 - LA QUINTA, CA 92253. Regulation Charges Amount Quoted Balance Due Engineering Fee $ 1,000.00 $ 1,000.00 Total Charges $ 1,000.00 $ 1,000.00 Our Goal is to provide excellent customer service from'design to construction. Please ensure requirements 1 & 2 are accomplished or contact Project Manager at 760-398-5841 if you have questions about your project. Requirements 1. Project is paid in full 2. IID inspections are passed Call your Project Manager once requirements 1 & 2 are accomplished. This allows us to efficiently plan and commit necessary resources to complete your project. Important 1. Failure to acknowledge this quote by 09/04/2013 results in cancellation. 2. After Payment is made in full, actual construction date is subject to material availability (10-16 weeks). 3. Design changes caused by the customer may increase regulation charges. 4. Failure to fulfill payments and IID inspections will result in project delays. 5. Guarantee deposit is also required for new commercial accounts. Sincerel , Mr. Car uente Project Manager` r� VENDOR' X4682 CHECK: 0000000106 RE?MftT,(3: IMPERIAL IRRIGATION COMMENT: INVOICF DXrE v6ucjjFR COMMI-Wl' AM01 CSP#4015243 - 3/8/2013 0000003513 F 7P#4015243 ENGINEERING FEE 1,000 1.000.001 Garden of Champions LLC:'* .-]Rink:::(471.). - 78-200 Miles Aveqqe�-' t1 --950w H' _y:111:-uite.B Indian Wells, CA 92210 2206 Rancho:'Wraqe" CA 52270 USA DATE PAY One thousand and xx / 100 U.S. Dollar TO THE IMPERIAL IRRIGATION ORDER 81-600 AVENUE 58 OF LA Q U I NTA, CA 92253-0000 USA DATE: 3/8/2013 0.00 0.00 1.000.00 1.000.00 0000000106 AMOUNT 000.00 ---------- - ---------------------- - ---- – — -- ------- AUTHORIZED SIGNATURE V01n AFTFP an nAv-q 11'0000000 L0611' 1:1220004961; 1162000L.29Su' CUSTOMER OPERATIONS i 81-600 AVENUE 58 ENERGY LA QUINTA, CA 92253 /Ilp(Ilrt/ /.I18rtf1011 V/ffll[f Customer Acct. # 3308597 CITY OF LA QUINTA 78495 CALLE TAMPICO LA QUINTA CA 92253 i (BAR Subject: 100A 120/240 1 PH UG TRAFFIC LIGHT. CITY 0,0f 'te?M*rch 08, 2013. CSP;# 4015243 44618 WASHINGTON #A LA QUINTA CA 92253 IID Energy thanks you for giving us the opportunity to serve your electrical needs. To ensure your project is successfully processed, payment in full is required for the balance due. Please send payment to 81-600 AVENUE 58 - LA QUINTA, CA 92253. Regulation Charges Engineering Fee Total Charges Amount Quoted $ 1,000.00 $ 1,000.00 Balance Due $ 1,000.00 $ 1,000.00 Our Goal is to provide excellent customer service from design to construction. Please ensure requirements 1 & 2 are accomplished or contact Project Manager at 760-398-5841 if you have questions about your project. Requirements 1. Project is paid in full 2. IID inspections are passed Call your Project Manager once requirements 1 & 2 are accomplished. This allows us to efficiently plan and commit necessary resources to complete your project. Important 1. Failure to acknowledge this quote by 09/04/2013 results in cancellation. 2. After Payment is made in full, actual construction date is subject to material availability (10-16 weeks). 3. Design changes caused by the customer may increase regulation charges. 4. Failure to fulfill payments and IID inspections will result in project delays. 5. Guarantee deposit is also required for new commercial accounts. Sincerel, ,PPROVEL sok PAYMENT Mr. Carl uente By Project Manager By Account No. Dr.=,Aption kint to pay V# t' ni ' '4ic C^ CUSTOMER OPERATIONS 'IID 81-600 A QUINTA, AVENUE 58 lA QUINTA, CA 92253 A century of service CITY OF LA QUINTA 78495 CALLE TAMPICO LA QUINTA CA 92253 �Recke� pt�30431�4645��n Receipt Date: .03/12/2013 Receipt Time: 14:59:01 Contract Account: 20008647 Customer. Number: 3308597 Service Notification: 4015240 Service Order: 60080309 Project: Sales Order: 70607472 This is your receipt for the amount of $250.00 for the following fee charges: Total Thank You Amount 250.00 250.00 VENDOR 34682 <7,EMI: TO: IMPERIAL IRRIGATION, CHECK: 0000000108 DATE: 3/8/2013 COMMENT: i CSP#4015240 , 3/8/2013 I I i i ........................ i. i 0000003514 .... ACCT# 3308597 REGULATION C . 250.00 0.00 250.00 I 250.00 0.00 250.00 11'0000000 loan' is L a annn L. q ri! A c annn i. :i o inn ENERGY CUSTOMER OPERATIONS 81-600 AVENUE 58 LA QUINTA, CA 92253• CITY OF LA QUINTA 78495 CALLE TAMPICO LA QUINTA CA 92253 Subject: 100A 120/240 1 PH UG SAFETY LIGHT .2 -co f� cF7 Date: March 08, 2013. IID Energy thanks you for giving us the opportunity to serve your electrical needs. To ensure your project is successfully processed, payment in full is required for the balance due. Please send payment to 81-600 AVENUE 58 - LA QUINTA, CA 92253. Regulation Charges Amount Quoted Balance Due Meter Only $ 250.00 $ 250.00 Total Charges $ .250.00 $ 250.00 Our Goal is to provide excellent customer service from design to construction. Please ensure requirements 1 & 2 are accomplished or contact. Project Manager at 760-398-5841 if you have questions about your project. Requirements 1. Project is paid in full 2. IID inspections are passed Call your Project Manager once requirements 1 & 2 are accomplished. This allows us to efficiently plan and commit necessary resources to complete your project. Important 1. Failure to acknowledge this quote by 09/04/2013 results in cancellation. 2. After Payment is made in full, actual construction date is subject to material availability (10-16 weeks). 3. Design changes caused by the customer may increase regulation charges. 4. Failure to fulfill payments and IID inspections will result in project delays. 5. Guarantee deposit is also required for new commercial accounts. Sincere*ys Mr. CaPuente Project Manager Vl-,-*NDOIZ: 34682 REMITTO: IMPERIAL IRRIGATION CHECK: 0000000 108 DATE: 3/8/2013 COMMENT. a'rd.'e'.'n:o'f'Champi6r.ii'LL.. . .. ...... 49 16. -6 781-200 Mills- ' Avenue,�--� Urn -.1 Iridian71 Wells, CA 92210 220 Rai USA PAY Two hundred fifty and xx / 100 U.S. Dollar TO THE IMPERIAL IRRIGATION ORDER 81-600 AVENUE 58 OF LA QUINTA, CA 92253-0000 USA 0000000 108 CA 92270 DATE AMOUNT 3/8/2013 ***************250.00 ------------- --- - ------------------------- vV ------------------ ----------------- AUTHORIZED SIGNATURE VOID AFTER 90 DAYS 1110000000 10E1115 1: L 2 20001,9 61: 8 6 20001, 2 9 Slim INVOICE D 'E VOUCHER COMMENT AMOUNT DISCOUNT NETAt\,IOIJN'r CSP#4015240, if 3/g/2013 0000003514 ACC'I'# 3308597 REGULATION CHAI; 250.00 0.00 250.00 250.00 .0 -- --250.00i a'rd.'e'.'n:o'f'Champi6r.ii'LL.. . .. ...... 49 16. -6 781-200 Mills- ' Avenue,�--� Urn -.1 Iridian71 Wells, CA 92210 220 Rai USA PAY Two hundred fifty and xx / 100 U.S. Dollar TO THE IMPERIAL IRRIGATION ORDER 81-600 AVENUE 58 OF LA QUINTA, CA 92253-0000 USA 0000000 108 CA 92270 DATE AMOUNT 3/8/2013 ***************250.00 ------------- --- - ------------------------- vV ------------------ ----------------- AUTHORIZED SIGNATURE VOID AFTER 90 DAYS 1110000000 10E1115 1: L 2 20001,9 61: 8 6 20001, 2 9 Slim r ENERGY /mprrinl /rrignrimr Dirrirr CUSTOMER OPERATI 81-600 AVENUE 58 LA QUINTA, CA 92253 ccf. V 330859V R ,' ,- CITY OF LA QUINTA 78495 CALLE TAMPICO LA QUINTA CA 92253 101AR 15 20113 U CITY OI: LA--QU1p4TA Subject: 100A 120/240 1 PH UG SAFETY LIGHT Date: March 08, 2013. CSP-'# 4015240 44618 WASHINGTON # LA QUINTA CA 92253 IID Energy thanks you for giving us the opportunity to serve your electrical needs. To ensure your project is successfully processed, payment in full is required for the balance due. Please send payment to 81-600 AVENUE 58 - LA QUINTA, CA 92253. Regulation Charges Meter Only Total Charges Amount Quoted $ 250.00 $ 250.00 Balance Due $ 250.00 $ 250.00 Our Goal is to provide excellent customer service from design to construction. Please ensure requirements 1 & 2 are accomplished or contact Project Manager at 760-398-5841 if you have questions about your project. Requirements 1. Project is paid in full 2. IID inspections are passed Call your Project Manager once requirements 1 & 2 are accomplished. This allows us to efficiently plan and commit necessary resources to complete your project. Important 1. Failure to acknowledge this quote by 09/04/2013 results in cancellation. 2. After Payment is made in full, actual construction date is subject to material availability (10-16 weeks). 3. Design changes caused by the customer may increase regulation charges. 4. Failure to fulfill payments and IID inspections will result in project delays. 5. Guarantee deposit is also required for new commercial accounts. Sincerely, APPROVED FOR PAYMENT Mr. Carl s Puente By Project Manager By Account No. Description -r± to pay V# ' IID-700B (6-07) Service Planning Sheet Imperial i�ci�3ationDistrid Residential/Commercial 1. Name: Project � l�✓�9S�fj��jT. S � �� G (/iGL.4 2.) Project Address: '�� ! �p�� s�/�Ll 7—� �✓ City �Z!'}' Ly/ i✓%/� State C 01;- Zip Code Township Range . Section ' APN# (Assessor Parcel No.) 3.) Developer/Contractor: Billing Address: 4.) Contact Person 5.) Date Permanent Service Requested: z_-n / Main Panel Size* (Amps): Z � Installation Desired: O.H. U.G. ❑ Voltage Required: Type of Service Needed: 1 Phase (e) 3 Phase (e) Number of Meters: Single Largest Motor: 1 Phase (e) 3 Phase (e) Service Description: C/C_ S/ /r/.9_1( *Service Rating shall be the termination rectum, pull can, service section, or, if available, main service disconnect switdh electrical rating, whichever is largest. Approximate Net Building: .Square Number Business Footage: of Suites Hours / Day. Week Month Electrical Load Information: (Connected Loads)** TOTALS Connected Lighting' KW 1 ph Air. Cond ea.@ FL amps @ Volts VA Loads Receptacles KW 3 ph Air Cond ea.@ FL amps @ Volts VA KW Water Heater KW 1 ph Heat Pumps ea.@ HP HP Demand Air Heaters KW 3 ph Heat Pumps ea.@ HP HP KW Cooking KW Aux. Strip Htrs ea.@ KW KW X-Ray (input) KW 1 ph Misc. Motors ea.@. HP HP Welders (input) KVA 3 ph Misc. Motors ea.@ HP HP Other KW/KVA/HP** FL = Full Load IID Energy Customer Service Operations Imperial Valley 1699 W. Main Street,, Suite A, El Centro, CA 92243 (760)482=3300 Fax(760)482-3301 La Quinta 81-600 Avenue 58; La Quinta, CA 92253 (760) 398-5481 Fax (760) 391-5944 : IID -700E (6-07) Imperial IRigadon District Protrrfing tlsflmo°�1'^'8� Joint Trenching Indemnity Agreement The joint trenching of utilities, as opposed to the trenching of utilities in separate trenches, is a development and construction method which provides cost savings to Contractors. However, joint trenching also presents additional risks of danger due to. the proximity of utilities in a common trench. In consideration for permission given by IID to Contractor to install all utilities in a joint trench, Contractor agrees to indemnify UD asset forth herein. In consideration for permission given by IID to Contractor to .install, all utilities in a joint trench, Contractor and IID agree that Contractor shall defend and indeminify IID, from any: liability, claims, suit or actions; losses, expenses, fees, or costs of any kind, so long as such things are in relation to, as a consequence of, arising out of, or in any way attributable actually, allegedly or impliedly, in whole or in part, to the joint trenching of utilities by Contractor and/or its subcontractors. However, 'Contractor shall not be required to indemnify and hold harmless IID as set forth above for liability attributable to the sole fault of IID. Contractor/Developer Name: / %�).� �i9 _ �'� j �1 9 Responsible Party: Signature: Date: Responsible Party: Signature: Date: IID Energy Customer Service Operations Imperial Valley La Quinta 1699 W. MainStreet, Suite A, El Centro, CA 92243 81-600 Avenue 58, La Quinta, CA 92253 (760)482-3300 Fax.(760)482-3301 (760)398-5481 Fax(760)391-5944 COMMERCIAL APPLICATION HL16107 (K1U A -U!) SERVICE ORDER/COM APPLICATION Name: �1 C j-./ t�/'• �q ¢�� r�. Location ' / Q i� FVAI S Doing Business As (Dal): Mall ErdlTo IS Business a Corporation? Of soy place of incorporation) Printme of1st Person Signing Principal Place of Business (Address) President Title Soc Sea No. . Type d BusinessVice-President Ddvefs license No. State 1s Business a Sole Proprietorship (if so, name) Secretary Print Name of 2nd Person Signing Spouse's Narne!Address Treasurer Title Soo Sea No. Is Business a Partnership (If so, names) 1, Federal T No � OtHefs license No. State 2) Letter ofAuthorl:auon. Arddesofancorporation ne H B Zi4 Phone H B M El❑ - Imperial Irrigation District Regulations Governing Sale And Use of Electric Energy Exeer from R Aatlon No 6 The customer shall, at his own risk and expense, furnish, install and keep in good and safe condition all electric wires, lines, machinery and apparatus of any sort which may be required for reeetving elec(ric energy from the District, and for applying end utQWng such energy, including all necessary protective appliances and suitable housing therefor. The DWc.t shall not be responsible for any loss or damage occasioned or caused by the negligence or want of proper care or wrongful act of the customer or any of his agents, employees or licensees on the part of the customer in installing, maintaining, icing, operating or Interfering with any such wires, lines, machinery or apparatus. lExcerpts from Regulation No. 11 ' The District shall, at its option, have the right to: disconnect its services until the customer has complied with all the terms of the agreement and of the Districrs regulation. _ExcerNs from Regulation No. 15 The District will contstruct, own, operate and maintain lines only along public streets, roads and highways which the District has the legal right to occupy and on public lands and private property across which rights-ofway satisfactory to the District may be obtained without cost or condemnation by the District Ali Imperial Irrigation District Regulations Governing Sale and Use of Electric Energy are available for vlewing at all IID Divislon,01118es and Imperial Operating Headquarters. The. undersigned applicant hereby certifies that he has read and understands the regulations governing the sale and use of electric energy printed above endrequests that Inperlal.hTfpalion District supply electric service required at the address shown until such time as written or accepted telephone notice of discontinuance is given; and in consideration thereof does hereby agree to abide by Rte rules and regulations adopted by the Board of Directors of Imperial Irrigation District, and to pay all bilis for services rendered pursuant thereto under the rates adopted by said Board of Directors. Applicant (s)Si nature t) ��% Date S' ned 2) Ta en 'y ! "s•INTERNAG USE ONL—Y-"::.' BP No. ❑co ❑ lb Cycle Book ARDMS Segment No. Now Seg. ARDMS Sequence No. . ❑Rual Contract AeoountNo,❑urban CO Date DO Date Rate SE HP SIC HP f Schedule Charge Meter No. 1 of 2 Reading MUIL Demand Serial Na From TO ❑Ya 0 N . ' Credit Est G.D. No. Amount Meter No. 1of2 Reading, MuiL Demand Serial No. Over ❑Ho Remarks ' ❑NawNW411oo ❑Rdmap ❑Reconnect ❑Remoyed ❑ Left m Remise Notes Approved By Received by CA Keyed In Computer Make 1 cf 2 Type Phase Make 2 of 2 Type Phase Wire Volt AMP Wire Volt AMP Hours Wo Cleared Date Workman A.M. P.bt sdf ImP,krial Irrigation District Pmteding OO-Ofmg- Indemnification Agreement Terms and Conditions for Receipt of Electric Utility. Service for New Developments 10-700c (6-07) In consideration for the provision of electrical. utility service by IID for the development project identified in the Standards Specifications and Form IID -700A (6-07), Applicant and IID agree as follows: 1) The provision of electric utility service to Applicant is conditioned on compliance by Applicant with all applicable laws including the Imperial Irrigation District Regulations Governing the Sale and Use of .Electric Energy and Rate Schedules. 2) Applicant shall defend and indemnify IID, from any: liability, claims, suite or actions; losses, expenses, fees, or costs of any kind, so long as such things are in relation to, as a consequence of, arising out of, or in any way attributable actually, allegedly or impliedly, in whole or in par, to the provision of electrical utility service by IID to Applicant for the development project identified in the Standards Specifications and Form IID -700A (6-07); -however Applicant shall not be required to indemnify and hold harmless IID• as set forth, above for liability attributable to the sole fault of IID. Signature: /i- ; '/ Print Name: Oi✓f}"� .S [JL/ Title: Date: IID Energy Customer Service Operations Imperial Valley 1699 W. Main Street, Suite A, El Centro, CA 92243 (760) 482-3300 Fax (760) 482-3301 La Quinta 81-600 Avenue 58, La Quinta, CA 92253 (760) 398-5481 Fax (760) 391-5944 PHASE 2N.77:; Wo „p PHASE DIAGRAM I 916u • POLE SCHEDULE 01 02 03 04 - POLE DATA SIGNAL LED LUM. SIGNAL MOUNTING I 05 06 07 08 DETECTION SPEED: WASHINGTON STREET - 50 MPH �l UIEGl�ID ; MW1W14 40m mis --D.. - !7•y C—E NF WELLS --! 212U 44S' xTO -WAIx .lam 212L - PROP. 1.5'C. 3 -CLC EX. 2.5'C. 6PR /19 SIC TO CONTROLLER CABINET ON FRFD WAR ING OR.(APPROX. 2.080 CONTROLLER TO CONTROLLER). 20 10 9 20 40 60 SCALE: 1--20' W�ln IMTIR BIIiB®d��bQ 1w Klz waawwM6 O1@DRAIE Ifdi ' A EM f.WWAK,�{' aKKA4Al0 KAfADNDlK1RAN /I{#KL/fJ Al mD G1aV/Abwm mLawv Mm Av NXm=wmw VDI V AMM 416MMAW= dTLV= MOM AM KMMD DAIMOrMEAN A"I%.ft�oiWKM[Kt1ON Ib l m� �Ar�iwf a KAr�aa•10@ar0�a �iv wvK SERVICE ADDRESS SIGNAL/UGHnNG - I I I TRANYOM0 SERVICE FEED POINT APPROx, 105 LF 5 MUM WEST OO M OF VIA DEL SOL I A o� - R9-30 7 E =€ € € €- zs-_----_ —CC� � SJ1L C .� ti 214U 214U _— -----------------Z R9 -3b 7 PROP. 4 -CLC Ex. 2.5'C. 6PR 119 SIC A, I y j II 1 IIll.14 � 32 it 7l5U I Ex. Cum �� I II I I I, I G 8 104 4180 i 6 0rP I 7 PROP. 1.5'C. ..�1 6 55 4 I 4-OLC H 9 g } 1.5.0, 4-M 8 j ------------ 3 --- - PROP. 1.5•c. 5 03, 09 03.9 05—�� _ — _ ---- — — 3-OLG — — — — — F —3-3- 3-0-3 3 3- J 9 J 9 ---�T --�-- - -�-- �— -{3j0 1, 08 I �? x Ii, 8JW el3L s uu U� 6J4Un BJJL 6.111 I 01,06 6J2U ^h9;'<%: ; 6J4U 'r 6J31- 405' -LJ R73-2(CA) X x -WALK i— 2� _ _ =�:4 1Jtu iy _ CITY OF LA QUINTA — 05 --- CIT�FO —1 RD AR—WE= '------------- R73-2(CA) 5 - - - - - - - - - - - - - - - - -- o2.o5 ------------- 02.05 3 4 02 _.. _._. _ - - ...... ....... ♦ • N 02 WJ H! H!' ---—w:J'--•_—N.,f - 'A. `! :dJ wJ -HJ- Wj ' 02.05 8 WASHINGTON STREET 04.07 ------------------------- -------------- 3 ---- --04,07- _ 0 r--=-T----T----r-__7=-- —1= ---rte_ 0 --- --------------------- 7 � 9 9 RS 9 IX. 2.5' C EX. 2.5' C EX. 2.5% TO CONTROLLER APPRMKgCgABINET ON MILES TO(CONIROLL�R)8 LF aIi!i�;� aln © 0 P Iii B -- P09MYU MtZ70P nK mu �NN4,NY � B441AN • •BN�tI,uB4BN �' � � N PNN��,e�A♦yLY1�1�as.�w (�11Y11N91 Nni@MX 1 pA9R�8�1. tSAMWaAI - _ 2 I 916u • POLE SCHEDULE I eleL - POLE DATA SIGNAL LED LUM. SIGNAL MOUNTING PED PUSH BUTTON 2e' LED I.I.S.N.S. t2' u' �404M • • POTHOLE FILL FOLMATION FOOTPRINT AT NEIN MAST ARM POLE LOCATIONS PRIOR TO ORDERING POLES. ■ ALL EQUIPMENT NEW 011E Girt AAAA OESrA1 a Im AM=a” ArawlJON _ * SEE CALTRANS STD. ES -4C J. 4{,OIESf/AI i• m Ib. 68M C l � 6EN TS -1 WELLS 11EE110 PLAN OF 12 INIS GA i V NUE FMAYE RU10 a 20101571 r PM 28833 p/r �-VW-C JSTRUCTION • POLE SCHEDULE - POLE DATA SIGNAL LED LUM. SIGNAL MOUNTING PED PUSH BUTTON *POLE LOCATION LED I.I.S.N.S. No TWE HEIGHT MA MA WATTS VEH I MA PED PHASE POLE WAD A 8 MESSAGE A 29-5-100 30' 55' 15' 200 SV -1-T 3 -MAS SP -1-T 8 NW 4' 3' PROP ENTRANCE B 1A 10' - - - TV -2-T - SP -1-T 2 HE 4' 3' - 7U 19-3-100 30' 25' 15' 2DO SV -1-T 2 -MAS SP -1-T 2 NE 3' 4' WASHINGTON ST D 1A 10' - TV -2-T - - 3' 4' - 29-5-100 30' SO' 15' 200 SV -1-T• 3 -MAS SP -1-T 4 SE 12' 3' VIA SEVILLA IA 10' - - - TV -2-T - - 6 NW 15' 3' - 0 19-3-100 30' 25' 15' 200 SY-1-T 2 -MAS SP -t -T 6 NW 7' 3' WASHINGTON ST 1A 10' TV -2-T SP -1-T 8 NE 4' 3' - 011E Girt AAAA OESrA1 a Im AM=a” ArawlJON _ * SEE CALTRANS STD. ES -4C J. 4{,OIESf/AI i• m Ib. 68M C l � 6EN TS -1 WELLS 11EE110 PLAN OF 12 INIS GA i V NUE FMAYE RU10 a 20101571 r PM 28833 p/r �-VW-C JSTRUCTION ENERcr ! ��l /ni�puim Ui:t ar Yat'. CUSTOMEROPERATIONS 81.600 AVENUE 58 L A QUINTA, CA 82253 Customer Acct: #.33(}8597 CITY OF LA QUINTA %495 CALLE TAMPICO LA QUINTA CA 92253 Subject: 100A 120/240 1 PH UG TRAFFIC LIG14T Date: August,22, 2013. CSP'#, 40:15243 44618 WASHINGTON #A LA QUINTA CA 92.253 IID Energy thanks you for giving us the opportunity to serve your electrical. needs. To ensure your project is successfully processed, payment'i.n full is required for the balance due. Please send.payment to 81-600 AVENUE 58 - LA QUINTA, CA;92253. Regulation Charges Amount Quoted Balance Due Engineering Fee $ 1,000.00 Connect Charge $ 950:00 Comm UG ActuaK$1.3380.45�$1000 Eng Fee)$ 12,380.45 Re=Engineeriiig Fee $ 477.97 $ 477.97 Total Charges $ 141808.42 $. 477.9.7 Our -Goal is to provide excellent customer service from,design to construction. Please ensure requirements .1 & 2 are. accomplished. or. contact Project Manager at 760=398-5841 .if you. have questions about your project. Requirements 1. Project is paid in. full 2. IID inspections are passed Call your Project. Manager once requirements 1'& 2 are accomplished. This allows us to eff c cntly plan and commit:nccessaryresources to complete, your. project. Important 1. Failure to acknowledge this quote. by 02/18/2014 results in cancellation. 2. Aifier.;Payment is made in full, actual eolistrtiction date is subject to .riiaterial a�railability (10-.16 weeks). 3. Design changes. caused by the customer may increase. regulation charges. 4. Failure to fulfill payments And IID inspections. wil1. result in. project delays. 5. Guarari.tee.deposit.is..also required for new, commercial accounts. Sincer Mr. Carlos Puente Project Manager A CAUTION: ENERGIZED STRUCTURE & CABLE DO NOT PERFORM ANY'TYPE-OF WORKA QUALIFIED.IID ELECTRICAL WORKER"MUST PRESENTAT$ITE.BEFORE ANY CONDUIT ORANY TYPE.OF WORK IS -PERFORMED. PLEASE CONTACT , IID INSPECTION; . - D tSK @-v (760) 398-5828.. .C.USTOMER. NOTES: CONDUIT NOTES:: INSTALL 1-2!'8EC CND.:-SCH. 40 PVC 12 AS PER.SHbWN'UtN(jTK INSTALL. 1-3'. PRIM.CND. SCH. 40 PVC= 1,3 AS PER SHOWN LENGTH. INSTALL 1.4". PRIM. CND. SCH.40 PVC 14. AS PER, SHOWWLENGTH. TRENCH DETAIL NOTES - &==:7B] DEVELOPER ENERGY PLANNING.GUIDE. USE DETAIL "B" ON. SHEET 15. ;F-7 SECONDARY RUNS,SHALLBE INSTALLED c AT DEPTH OF 30" MIN. USE DETAIL t" ON'SHEET 1,5., TRENCHING NOTES: TYPICAL: CONTRACTOR. SHALL'INSTALL V i'LINE TAPERED) "CAUTION": BURIED ELECTRIC LINE BELo.W. EE SHEET 17. TYPICAL:'7.' FROM F'Att�OFCUR B_ TO CENTER-. OF TRENCH, uNL'ESS.OTHERWSE' NOTED. Calfi TOLL FREE 1-800 .42 4133 riM.WOMMO DAn sum -you ma VICINITY ICIN-TY MAP N.T.S.. NOT TO SCALE T-5, R,7,Sec. -1' 9 - SUB, NAA QUjNT'A4,Ql'l' ;RV.NOTIFICATION: 4015243 :stRV'o9bEl OVERLAY TO UPPER RIGHT '+ I DELAWARE V�1 00 a0a i pp oxo cn o t �1 oQ Z `U" a 0 4 0 TUCSON CIRC CA N Z CD II O 0 cn _J Im a E CALLE LAS BRISASL 0 Oxy S A 0 0 �` W 6" =�A nmm S'f Ox0 g - �Cm, p i 4n € o Cj UUU� �U CA 1 (� g _ a n� .❑❑ v OVERLAY TO LOWER LEFT Z o IM cn_n DnDNODOG��ntmi�� T T O= v p T n T T-invmOz��7z�n ycn�o�,z,,=mm�=�z D�-Z+m��Oz� Or 0 D O = O 0x->- v O mzcn0-ID Is -�z� �m��v m cm D2Dm-nDT�m=nn > n Z n m v m, m m r m� m _ n D n m m f_M _ T Mooc�z v P l -M,-o O m nm C O = 00 �rz�m c_ ay5 mg m v a o C-) W z M zD 25 Nczi,pc�c m O �y = O w m r T.D Om r T cn O c- c" _ No m v m D m 0 z D ti '9 IM 0 c z D A D O � ;0",U D ZZ vvr O m> = D 0;0 O z n m O IM -{ r � _ ^ m o 0Cici c7 _ i 019 O v 0 In IMcn �oZ m o 0+ N CD N ; 2 � O Z N Cn Or CJI N 7 lD IM N =O m D N D -i : g= n o A 30 m T O � r D m m r v- X � Z U)a m `OG V) 7 D D m p ? cD o m � O� n D O Z O um) p D = C Im z 0 r D Z Vn -> mi Z r IM ODG m oma Z C 1 G) _ N D m O w m D IM D m f0 o z v c rn C:) R' D n T o m 03 m cn G) T c1 n O0 O N N x D m z m o � N z > ;-0m� m 0 m 0 G a -411 '+ I DELAWARE V�1 00 a0a i pp oxo cn o t �1 oQ Z `U" a 0 4 0 TUCSON CIRC CA N Z CD II O 0 cn _J Im a E CALLE LAS BRISASL 0 Oxy S A 0 0 �` W 6" =�A nmm S'f Ox0 g - �Cm, p i 4n € o Cj UUU� �U CA 1 (� g _ a n� .❑❑ v OVERLAY TO LOWER LEFT 500' MOUNTIAN VIEW (CA) WASHINGTON ST V! 7 46 � ff 500' f (CA) w2o•1 - z C30 CA) DRIVEWAY Ris BUS r , ONLY. STOP?=rt. �-�— W QQ filo-. T - r W 1 < Q 3 �• � 500' MOUNTIAN VIEW (CA) WASHINGTON ST V! 7 46 � ff 500' f (CA) w2o•1 - z C30 CA) DRIVEWAY Ris BUS r , ONLY. STOP?=rt. V1A SEV11.�`. W20.1 '( W20.1 KDKDt ROAD WOK$ \} Gy '� vv"K IfAO w AHEAD � iCti2., VIA DEL R1., " ass I ,, {t- FlUsiulGRt•t ONLr 2♦ oualuldUJI RW >: 6^O, R3-2, R12. BUS &. O L li�j'\I STOP C30 CA)) U LANE �� T CLOSED, W y Rt-,' 600 pG H 1� 100' BUS 600' O (u+) ac ClT STOP ti A- I� Lu J W20e1AQ FRED WARING DR W z W 3 NO SCALE Gas Line Crossing Pendi James A Shirley Const. Greg (760) 228-044; Traffic Cmbsl Deso M Pmp-d By CWW By Tops N Barricades, Inc. Matt Upp Ron Fifield (800)852 -TOPS 50 10/1/13 1 of 2 REV NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.TC.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF INDIAN WELLS AND OR THE CITY OF PALM DESERT REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYR) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES, 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 7. THIS IS ATYPICAL AS THE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE. �-�— W T wa:Z W < Q 3 �• � -o a� -.o•��- e m a5 O , V1A SEV11.�`. W20.1 '( W20.1 KDKDt ROAD WOK$ \} Gy '� vv"K IfAO w AHEAD � iCti2., VIA DEL R1., " ass I ,, {t- FlUsiulGRt•t ONLr 2♦ oualuldUJI RW >: 6^O, R3-2, R12. BUS &. O L li�j'\I STOP C30 CA)) U LANE �� T CLOSED, W y Rt-,' 600 pG H 1� 100' BUS 600' O (u+) ac ClT STOP ti A- I� Lu J W20e1AQ FRED WARING DR W z W 3 NO SCALE Gas Line Crossing Pendi James A Shirley Const. Greg (760) 228-044; Traffic Cmbsl Deso M Pmp-d By CWW By Tops N Barricades, Inc. Matt Upp Ron Fifield (800)852 -TOPS 50 10/1/13 1 of 2 REV NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.TC.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF INDIAN WELLS AND OR THE CITY OF PALM DESERT REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYR) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES, 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 7. THIS IS ATYPICAL AS THE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE. Daniel ValenzueIa From: OCARS_Pro@digalert.org Sent: Monday, August 19, 2013 1:33 PM To: Digalert Email Group Subject: USAS LAQ01 2013/08/19 #00001B A32030301 -03B NORM UPDT LAQ01 00001B USAS 08/19/13 13:33:19 A32030301 -03B NORM UPDT GRID Ticket: A32030301 Date: 08/19/13 Time: 13:33 Oper: WEBU Chan: WEB Old Tkt: A32030301 Date: 07/22/13 Time: 09:05 Oper: EAP Revision: 03B Company: SIERRA PACIFIC ELECTRIC Caller: MARY WHITE Co Addr: 2542 AVALON ST City&St: RIVERSIDE, CA Zip: 92509 Fax: 951-784-4489 Phone: 951-784-1410 Ext: Call back: 8-5. Formn: SARGE Email: MARY@SIERRAPACIFICELECTRICAL.COM State: CA County: RIVERSIDE Place: INDIAN,WELLS Delineated: Y Delineated Method: WHITEPAINT Address: Street:WASHINGTON ST X/ST I: VIA SEVILLA MPM 1: MPM 2: Locat: RIGHT OF WAY TO ROW ON WASHINGTON ST FROM VIA SEVILLA N/W & S/E FOR APPROXIMATELY 500FT; ROW TO ROW ON VIA SEVILLA FROM WASHINGTON ST N/E FOR APPROXIMATELY 30OFT Excav Enters Into St/Sidewalk: Y Grids: 0819FO734 Lat/Long : 33.725622/-116.303365 33.726973/-116.302313 : 33.723269/-116.300344 33.724619/-116.299292 Caller GPS: Boring: Y Explosives: N Vacuum: Y Re -Mark: N Work: TRAFFIC SIGNAL INSTALLATION Wkend: N Night: N Work date: 08/19/13 Time: 13:33 Hrs notc: 000 Work hrs: 001 Priority: 2 Instruct: WORK CONTINUING Permit: NOT REQUIRED Done for: WATKINS LANDMARK Tkt Exp: 09/16/13 COMMENTS **RESEND**CORRECTING TG ADDED ONLY 0819FO73 CLARIFIED WORDING PER USA --[SME 07/22/13 09:10] I- . **RESEND**UPDATE ONLY -WORK CONT PER MARY WHITE--[WEBU 08/19/13 13:33] Mbrs : CVW85 IID02 LAQ01 SCG1OG USCE79 UTWCPD UVZINDIO Leonard St Sauver From: OCARS_Pro@digalert.org Sent: Monday, December 23, 2013 4:02 PM To: Digalert Email Group Subject: USAS LAQ01 2013/12/23 #00004A A32760411 -03A NORM UPDT LAQ01 00004A USAS 12/23/13 16:01:30 A32760411 -03A NORM UPDT GRID Ticket : A32760411 Date: 12/23/13 Time: 16:01 Oper: GMH Chan: 100 Old Tkt: A32030301 Date: 09/03/13 Time: 11:03 Oper: ZIM Revision: 03A r Company: SIERRA PACIFIC ELECTRIC - Caller: MARY WHITE Co Addr: 2542 AVALON ST City&St: RIVERSIDE, CA Zip: 92509 Fax: 951-784-4489 Phone: 951-784-1410 Ext: Call back: 8-5 Formn: SARGE Email: MARY@SIERRAPACIFICELECTRICAL.COM State: CA County: RIVERSIDE Place: INDIAN WELLS Delineated: Y Delineated Method: WHITEPAINT Address: Street:WASHINGTON ST X/ST 1 : VIA SEVILLA MPM 1: MPM 2: Locat: RIGHT OF WAY TO ROW ON WASHINGTON ST FROM VIA SEVILLA N/W & S/E FOR APPROXIMATELY 500FT; ROW TO ROW ON VIA SEVILLA FROM WASHINGTON ST N/E FOR APPROXIMATELY 30OFT Excav Enters Into St/Sidewalk: Y Grids: 0819FO734 Lat/Long : 33.725622/-116.303365 33.726973/-116.302313 : 33.723269/-116.300344 33.724619/-116.299292 Caller GPS: Boring: Y Explosives: N Vacuum: Y Re -Mark: N Work: TRAFFIC SIGNAL INSTALLATION Wkend: N Night: N Work date: 12/23/13 Time: 16:01 Hrs notc: 000 Work hrs: 000 Priority: 2 Instruct: WORK CONTINUING Permit: NOT REQUIRED Done for: WATKINS LANDMARK Tkt Exp: 01/20/14 COMMENTS 1 Imperial Irrigation District K- 13214 Energy Department - Underground/Service Inspection CLIENT: Toy) stcA•� )p2 • MCI DATE: CONTRACTOR: I As TIME: SERVICE NOTIFICATION: SERVICE ORDER: INSPECTOR: TYPE OF INSPECTION: _ PH NE NO.: r A .r JOB LOCATION: v, e' I PASS A TRENCH: MARY SECONDARY 0 SERVICE CONDUIT:RI MAR 0 SECONDARY SERVICE MANDREL: PRIMARY 0 SECONDARY 0 SERVICE SHADE: D RED TAPE: 0 PHOTO/s AVAILABLE: `ICFs NOTES: PASS FAIL VAULT: 0 0 SMALL MEDIUM LARGE 0 SECTOR 0 0 SWITCH. GROUNDS: PAD SECTOR VAULT CADWELD: 0 TRANSFORMER PAD: 3 PHASE 1 PHASE PULLBOX: NORDIC PRE CON: 0 0 OTHER: e!7 NO --�D Imperial Irrigation District — La Quinta Phone (760) 398-5828 Fox (760) 391-5999 IID -766 (R1 9-10) P P.O. Box 1504 LA Qu►NTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 September 27, 2013 Jorge A. Gomez Sierra Pacific Electrical Contracting 2542 Avalon Street Riverside, CA 92509 RE: Washington Street and Via Sevilla Signal Installation IID Service Conduit Installation Location Dear Mr. Gomez: The City is in receipt of your request to place the IID conduit to service the new traffic signal at Via Sevilla and Washington. Your request is to place the new conduit in front of the gutter lip from Via Sevilla to the transformer pad. The City has reviewed the request and will allow the placement of the IID conduit provided the following conditions are met: 1. The conduit will be installed per the attached .trench detail sheet. 2. The City of La Quinta shall retain prior rights to the new conduit. If you have any questions or concerns, please call Bryan McKinn1 ey, Principal Engineer at (760) 777-7045. Sincerely; q imothy R. na on�i� Public Works Director/City Engineer cc: Patti Partida, IID ELECTRICAL fONTRACTING 2542 AVALON ST. • RIVERSIDE, CA 92509-2057 • PHONE: (951) 784-1410 • FAX: (951) 784-4489 September 27, 2013 LICENSE # 264048 A. C-10 Mr. Tim Jonasson Public Works Director/City Engineer 78-495 Calle Tampico La Quinta, CA 92253 RE: Washington Street and Via Sevilla Signal Installation IID Service Conduit Installation Location Dear Mr. Jonasson: Sierra Pacific has been contracted through the expansion work for the Indian Wells Tennis Garden for the installation of the new signal at the intersection of Washington Street and Via Sevilla. As a part of this signal installation, this location will also require the installation of a new service pedestal to supply power for the signal operations. This pedestal includes the placement of an IID conduit from the nearest vault(UN3480H), located east of the northeast corner of Via Sevilla and Via Del Sol, to the new transformer pad(UN1217009P) on the north side of Via Sevilla between Washington St. and Via Del Sol. To avoid conflicts with existing utilities located in the parkway behind sidewalk as well as minimizing the damage to the existing parkway landscaping and irrigation we are requesting permission from the City of La Quinta to install this 4 inch primary conduit, in a trench immediately adjacent to the lip of the gutter along the north side of Via Sevilla. Patti Partida, the IID Inspector assigned to this project, has been informed of the proposed location for this secondary conduit and would be agreeable to allow the trench and conduit location to be In street as described above pending approval from the City of La Quinta via a letter. The trench in the street will be repaired to the City's Trench Repair Standard per your standard plan. We thank you for your time and appreciate your consideration on this matter. If you have any questions or concerns please don't hesitate to call "Sarge" our Project Superintendent at 951- 830-1681, Jim Brooms our job site foreman at 562-972-0699 or Jorge Gomez our project estimator at 951-S43-2180. Sincerely jOR01� 4. G0MC2- 2,542 AVALON ST. • RIVERSIDE, CA September 27, 2013 Mr. Tim Jonasson Public_ Works Director/City Engineer 78-495 Calle Tampico La Quinta, CA 92253 ELECTRICAL CONTRACTING .92509-2057 • PHONE: (951) 784-1410• PAX: (951) 784-4489 LICENSE # 264048 A. C-10 RE: Washington Street and Via Sevilla Signal Installation IID Service Conduit Installation Location Dear Mr. Jonasson: Sierra Pacific has been contracted through the expansion work for the Indian Wells Tennis Garden for the installation of the new signal at the intersection of Washington Street and Via Sevilla. As a part of this signal installation, this location will also require the installation of a new service pedestal to supply power for the signal operations. This pedestal includes the placement of an IID conduit from the nearest vault(UN3480H), located east of the northeast corner of Via Sevilla and Via Del Sol, to the new transformer pad(UN1217009P) on the north side of Via Sevilla between Washington St. and Via Del Sol. To avoid conflicts with existing utilities located in the parkway behind sidewalk as well as minimizing the damage to the existing parkway landscaping and irrigation we are requesting permission from. the City of La Quanta to install this 4 inch primaryconduit, in a trench immediately adjacent to the lip of the gutter along the north side of Via Sevilla. Patti Partida, the IID Inspector assigned to this project, has been informed of the proposed location for this secondary conduit and would be agreeable to allow the trench and conduit location to be In street as described above pending approval from the City of La Quinta via a letter. The trench in the street will be repaired to the City's Trench Repair Standard per your standard plan. We thank you for your time and appreciate your consideration on this matter. If you have any questions or concerns please don't hesitate to call "Sarge" our Project Superintendent at 951- 830-1681, Jim Brooms our job site foreman at 562-972-0699 or Jorge Gomez our project estimator at 951-543-2180. Sincerely iURc,!� 4- Gdfr'Z Leonard St Sauver From: OCARS_Pro@digalert.org Sent: Friday, October 11, 2013 12:23 PM To: Digalert Email Group Subject: USAS LAQ01 2013/10/11 #00002A A32560485 -01A NORM UPDT LAQ01 00002A USAS 10/11/13 12:23:16 A32560485 -01A NORM UPDT GRID Ticket: A32560485 Date: 10/11/13 Time: 12:21 Oper: CAU Chan: 099 Old Tkt: A32101203 Date: 07/29/13 Time: 13:49 Oper: KRI Revision: 01A Company: LIPPERT CONSTRUCTION, INC. Caller:. DAVE LIPPERT Co Addr: PO BOX 5477 City&St: LA QUINTA, CA Zip: 92248 Fax: 760-863-5701 Phone: 760-863-5700 Ext: Call back: ANYTIME Formn: DAVE Phone: 760-601-7437 Email: DAVE@LIPPERTCONSTRUCTION.COM State: CA County: RIVERSIDE Place: INDIAN WELLS Delineated: Y Delineated Method: WHITEPAINT Address: Street:WASHINGTON ST X/ST I: MILES AVE MPM 1: MPM 2: Locat: FROM THE E/EDGE OF WASHINGTON ST TO 30FT W/OF THE W/CURB OF WASHINGTON ST FROM MILES AVE N/TO 40OFT S/OF FRED WARING DR; FROM THE S/CURB OF MILES AVE TO 30FT N/OF THE N/CURB OF MILES AVE FROM WASHINGTON ST CONT W/TO : 40OFT E/OF WARNER TRL. MEET IN THE SOUTH-WEST COMMUNITY CHURCH PARKING :LOT ON THE S/W COR OF WASHINGTON ST & MILES AVE. CALL CALLER TO CONFIRM : MEETING REQUESTING AT 760-601-7437 Excav Enters Into St/Sidewalk: Y Grids:0819F07134 0849EO112 0849FO112 0849G011 Lat/Long : 33.728473/-116.311669 33.728480/-116.297101 : 33.721373/-116.311666 33.721380/-116.297098 Caller GPS: Boring: N Explosives: N Vacuum: N Re -Mark: N Work: DIGGING FOR STREET IMPROVEMENTS Wkend: N Night: N Work date: 10/11/13 Time: 12:23 Hrs notc: 000 Work hrs: 000 Priority: 2 Instruct: WORK CONTINUING Permit: NOT REQUIRED Done for: WADKINS LANDMARK CONSTRUCTION Tkt Exp: 11/08/13 COMMENTS 1 P.O. Box 1504 LA QUINT'A, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 September 27, 2013 Jorge A. Gomez Sierra Pacific Electrical Contracting 2542 Avalon Street Riverside, CA 92509 P RE: Washington Street and Via Sevilla Signal Installation IID Service Conduit Installation Location Dear Mr. Gomez: (760) 777-7000 FAX (760-) 777-7101 The City is in receipt of your request to place the IID conduit to service the new traffic signal at Via Sevilla and Washington. Your request is to place the new conduit in front of the gutter lip from Via Sevilla to the transformer pad. The City has reviewed the request and will allow the placement of the IID conduit provided the following conditions are met: 1. The conduit will be installed per the attached trench detail sheet. 2. The City of La Quinta shall retain prior rights to the new conduit. If you have any questions or concerns, please call Bryan McKinney, Principal Engineer at (760) 777-7045. Sincerely, q CVimothy R. na on,�C Public Works Director/City Engineer cc: Patti Partida, IID E4V ADDENDUM NO:...1 :. .: :... :...... . .. ..: ..v/7 . _ AC: PAVEMENT' TO..MATCH :.EXIST::.'. ' SAWCUT• EXIST., PAVEMENT ::..'..; ..: ... _ ' EXIST. CURB' :. AND. _R 6" W .1'8'; DE UTILITY 'TRENCH .. ::. INTERCONNECT: CABLE TRENCH DETAIL- ETAIL ...NOTES: NOTES: TRENCH SHALL •BE IMMEDIATELY ADJACENT.TO LIP.OF .. � �� GUTTER.. : •: :� :.'.: • � � .. . • � ... - 2..:' CONTRACTOR -'.SHALL :, REMOVE AND REPLACE. Ac -.::PAVEMENT':..:. - OM'LIP . OF GUTTER •TO. 'OUTSIDE. •LIMIT :OF' TRENCH::.: PLACE TACK COAT ON : ALL. -'SURFACES'. PRIOR: •TO .. PAVING::::;.::.: 3. ±:TRENCH. COMPACTION 95%' MINIMUM. . CONTROLLED; LOW :..:. . STRENGTH MATERIAL''(CLSM) CONFORMING. TO 201-6.2 -OF.. �'`� THE GREEN BOOK . MAY BE USED . FOR TRENCH BACKFILL.. . PLACE. CLSM PER 201-6.6 AND REPLACE. PAVING PER :...; . 201.-6.7.. :.:..'4:.:'TRENCH SHALL. -BE BACKFILLED.: BY. THE END ..OF:.'EACH : WORK ;'DAY:: `NOT TO. SCALE. :.. "'. .. CITY OF LA QUINTA ' INTERCONNECT CABLE`TR..• rNIO 2010 :::: '' N.T.S DESIGN: WS..: HEET::V. I!Ac Ze ELECTRICAL CONTRACTING 2542 AVALON ST. • RIVERSIDE, CA 92509-2057 • PHONE: (951) 784-1410 • FAX: (951) 784-4489 September 27, 2013 LICENSE # 264048 A. C-10 Mr. Tim Jonasson Public Works Director/City Engineer 78-495 Calle Tampico La Quinta, CA 92253 RE: Washington Street and Via Sevilla Signal Installation IID Service Conduit Installation Location Dear Mr. Jonasson: ,Sierra Pacific has been contracted through the expansion work for the Indian Wells Tennis Garden for the installation of the new signal at the intersection of Washington Street and Via Sevilla. As a part of this signal installation, this location will also require the installation of a new service pedestal to supply power for the signal operations. This pedestal includes the placement of an IID conduit from the nearest vault(UN3480H), located east of the northeast corner of Via Sevilla and Via Del Sol, to the new transformer pad(UN1217009P) on the north side of Via Sevilla between Washington St. and Via Del Sol. To avoid conflicts with existing utilities located in the parkway behind sidewalk as well as minimizing the damage to the existing parkway landscaping and irrigation we are requesting permission from the City of La Quinta to install this 4 inch primary conduit, in a trench immediately adjacent to the lip of the gutter along the north side of Via Sevilla. Patti Partida, the IID Inspector assigned to this project, has been informed of the proposed location for this secondary conduit and would be agreeable to allow the trench and conduit location to be In street as described above pending approval from the City of La Quinta via a letter. The trench in the street will be repaired to the City's Trench Repair Standard per your standard plan. We thank you for your time and appreciate your consideration on this matter. If you have any questions or concerns please don't hesitate to call "Sarge" our Project Superintendent at 951- 830-1681, Jim Brooms our job site foreman at 562-972-0699 or Jorge Gomez our project estimator at 951-543-2180. Sincerely JORC,!� 4- Gdit'z