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4389
N''0TE.— &thproper validation this form.constitutes an encroachment permit, ,, CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 1 ff r ))-^A �.70 For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water. mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit —Class I DATE: 04-25-05 Minor Improvement Permit Class IV MAUKA VIEW APAR7�1 NT BUILDING y 16UNIT V U P 2003 ' LOCATION OF CONSTRUCTION 51-100 AVENIDA NOTDM. LA QUINTA, CA 92253 (Street address or Description of Location) Qlif PURPOSE OF CONSTRUCTION EGG GW1NG FOR SITE 9EMPl�ketGc ' li (attach construction plans if appropriate) 1PS M o. ");06'7 . 1 DESCRIPTION OF CONSTRUCTION GEC'' DIMENSION OF INSTALLATION OR REMOVAL �,875•« 1t. SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 05-01-05 APPROXIMATE TIME OF COMPLETION 05-05-05 ESTIMATED CONSTRUCTION COST $ 249000.0O (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) _ In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify,: defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all -applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent 3AMES S. SORENSON (MAUKA VIEW, LLC.) 56895 JACK NICKLAUS BLW.,'kill QUINTA, CA 760-771-1036 Me of Applicant (please print) Business Address ,. Telephone No. A. PLORES EXCAVATING 6 GRADING INC. P.O. BOAC 1036, LA QUINTA, CA 760-360- 0255 Name of Contractor and Job Foreman Business Address Telephone No. 610005 00497 Contractor's License No. City Business License No. ARCS SPECIALTY INSURANCE COMPANY 39CGLO2030-00 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construgVk rzo� Minor. Improvement Permit — Class IV: See attach Inspection Fee $ 720.00 Permit Fee Malty AS4UILT DM Cash Deposit -Surety Bond if required TOTAL: Receipt No. 14"ft / (SD. w 000 $ 1,820:00 Received by Date IL At G 91005 OF fl\" 4389 PERMIT VALIDATION 4389 "DEPT. PROVED EXPIRATION DATE DATE -ISSUED �>�`,f;W� 2 `7 By Administrative Authority Recorded by Telephone: (760) 777-7075 A4 005 IM 1 05 RAN M 777 71.55 C1,ty of Ira 911-Ma NbAl ef 1) Dator Oct l ENT.1 IT G Uw,'S J � J, 7 sue. ion of bw�*fift ApF"air Can, sm r),Otw: SCAWWctioa CO 01- - O)nam- o an S, O 44 `� - Aw.icwa • p t.`YtlV4�+i�ViM.w.�eyyepl�y..}RDpW.�-awe..ru� 'N=w am�Dtoj: c a�t�a stator Cwtactm city awsittm Appliout a� tut(w O abaci .iiat.at Oonatax- (aaltbia . ^ i 'too, L>j cram POHIDY Number: Aidw&af -nAiva Auftp r APR 21.2005 14:15 LA OIJT.NTA CTTY 760 777 7155 Pane 1 ... �,. a .. ` z ` t ;. ACORQW CE;RT;hFCATE O:F: LIA:BILITY _INSU:RANCE DATE (MM/DD/r" 03/17/2005 PRODUCER (760)'771-5550 ;FAX (760)771=5755 Desert Southwest Insurance `Brokers 78-010 Main Street, Suite 200 La Quinta, CA 92253 THIS CARTlFICATEFJSSI)DAS'AMATTER OF INFORMATION ONLY AN D:db'NFERSSNOnRIGHTS'UPON THE, -CERTIFICATE:... HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES -BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED -A. Flores Excavating & Grading INSURERA: Arch Specialty Insurance Compan P.O. Box 1036 INSURERB: La Quinta, CA 92253 INSURERC: INSURER D: INSURER E, THE. POLICIES OF INSURANCE LISTED BELOW HAVE.BEEN ISSUED TO THE INSURED: NAMED.ABOVE FOR THE P.gkICY PERIOD INDICATED .:NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHI`CH.',THIS-CERTIFICATE-:MAY;BE'1SSUED OR , MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS;SUBkbT. TO ALL;?HETERMS Fa(CLUSIONS AND CONDITIONS OF SUCH':.; : T-. P..OLI.CIEt.'AGGREGATE.LIMITS SHOWN 'MAY HAVE,BEEN REDUCED.BY PAID CL�11MS:'':.'.: _. _ ...._ INSRADD! TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMBS GENERAL LABILITY. 39CGLO2030-00 02/23/2005 02/23/2006 EACH OCCURRENCE $ 1 000,000 X COMMERCIAL GENERAL. LIABILITY CLAIMS MADE Q OCCUR DAMAGE TO RENTED $ 5O', OOO MED. EXP, (Any one person), $ 5, OOO A. X PERSONAL & ADV INJURY $ 1,0001000 GENERAL AGGREGATE $ 2, 000,000 GEN'L AGGREGATE LIMIT APPLES PER: X POLICY JMECOF LOC' PRODUCTS - COMP/OP AGG $ +: AUTOMOBILE LIABILITY ANY AUTO :'COMBINED SINGLE LIMIT (Ea accident) . $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON-OWNEDAUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ LIABILITY AUTO ONLY - EA'ACCIDENT $ [!GERA AUTO ' OTHER THAN EA ACC $ AU`rQONLY: AGG $ EXCESSIUMBRELLA LABILITY OCCUR CLAIMS MADE. a :: .. , ;;.. FJlCW OCCURRENCE $ AGGREGATE.::;..,.`i: DEDUCTIBLE ... _ .. .' RETENTION $ $ WORKERS COMPENSATION AND VVC STATIk: OTH- ; EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? If yes. describe under : " $ EL• EAi Ft'ACEI�EI T.; E I 01SEfSE'= EAYEMPLOYE ...... ..._. -. -_........ , . . $ ELDISEASE'= POLICYiUMIT $ SPECIAL PROVISIONS below OTHER pcscalPnON OF OPERATIONS / rrCAT10N3I VEHICLES /.EICCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS "rading of -Land 0 day notice of cancellation for nonpayment of premium 11111l.CLLA 1 IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE'THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 . DAYS WRITTEN NOTICE TO THE ERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAIL TO MAIL SUCH TICE $ LL IMPOSE NO OBLIGATION OR LIABILITY OF D 404 ER, IT ENTS OR REPRESENTATIVES. rmORWn R -A A.. .. ACORD 25 (2001/08) I ©ACORD CORPORATION 1988 Il • ' 04/25/2005 12:20 9094451261 FULLER.. INS AGENCY PAGE 02/03 �{ `. Certificate ER6,1402816 Page ] of 1. This certiflOta Is provided as evidence of insurance under policy # ER61402816 of the company named herein. Mo ftagee Information: Name: La Jolla Bank Address 1:74990 Hwy 911 Address 2: City: Indian Wells State: CA 7_ip: 92210 ' Insured Information: Name: Mauka View LLr» . Address 1: $6895 Jack Nicholas Dr. Address 2: City: La Quinta State: CA Zip: 92253 Amount of Coverage Per Building (Completed Value): $600,000 Premium: $1,4a1,00 Effective Deto- 08102/2005 Tenn: 12 Months ' Description and Location of APN#773-073<04 & 06 Property to be Ensured: " La -Quints, CA 92253 ' This is to certify that the above Is an Insured under a builders risk policy issued by a company of The Maryland Insurance Group, covering property Identified above fmm the inception date shown, subject b0 aU terms and conditions contained in the policy, insurance as provided under the aforementioned policy is subject to all terms, conditions and limitations thereof and shall in no event extend beyond date of termination of the insured's interest In the articles described herein. L) ate Authorized Agent Agency Producer Number:.A0009075 ' Agency Name: Zurich of Florida Insurance Servlce - Mailing Address: P.O. Boat 10510 City; Jacksonvllla State: FL Zip Code: 32247-0120 WARNING 'This Certificate iS Issued to protect the mortgagee only. Under the terms of the insured's policy, insured agrees to report all starts and pay the appropriate premium to Builders Risk Plan, P,O. Box 931795, Atlanta, GA 31193.179la, insured must report all starts shown on this Certificate prior to the end of the next month. If insured does not reportwithin this'time period, the insured will not be covered. Insureds should Check with their 2lurrich lnsuranuo Sbrvices agent to make sate they understand the reporting requirements. H.ttp:l/baildersrisk.zurichna.00rty slcerti#irate.nsf/pages%3549985,B9366D06785256r�EE006OF216?open..,. 4/25/200.5 APR 25,2005 11:35. FULLER INSURANC 9094451261 Page 2 01/25/2005 1'2:20 9094451261 FULLER I-6 AGENCY PAGE S3103 Ttte inland Marine Declarations and iNLAND MARINE DECLARATIONS Endorsement, if any, issued to form a �► part thereof, completes the Commercai Insurance Pof(cy numbered as follows; ER 61402818 n� ZURiCH " 19- Ne w Policy ASSURANCE COMPANY OF AMERICA © Renewal of NEW YORK, NEW YORK 10038 © Rewrite of A Stock Company In return for the payment of the pmmium, and subject to all the tarms of thia 2. Producer Information (complete A-E) policy, we agree with you to provide the Insurance as stated in this policy. . A) Name; THIS IS A COINSURANCE CONTRACT. Plea" reed your policy. Zurich of riorlde Insuranco Service I. Named Insured and Mailing Addramm: . P.,A. Box 10610 Mauka View i_LC Jacksonville, FL 32247.0120 - 56e95 Jack Nicholas 1Jr, . 8) Telephone #: 9094481232 LA Quinta, CA 92263 C) Fax ik: 9094451259 3. Policy period — From Effective Hate Of: 05 02 2005 , - 0) Zurich Producer #: A0009075 E) Field Office Name; SQUT14ERN GALIFORNV to (check one);' 0 Continuous Reporting N One Year From Effective bate F) Field O1'tice Code: 22 12:01 a.m. Standard Time at your mailing address above;. 1.-: IIIv14VC1 ,_; rvr%"vr-vnip w L,orporatron U Joint venture •.0 Other S. Limits of Insurance ($afoot olther One -Shot or Reporting Form option below) - E71 Reporting Farm (continuous policy) R One-shot (non reporting formisins3la strup#urn HBIS-1 El Annual Rats 0 Monthly Rate (HBiS-4) policy) U 1-12 Family dwelling Rl Commercial Structure 0 Including Exl®ting Building or Structure (HSIS-37) Cl Including Eximilng Euildinor Structure (HF31a.37) APN#773-g or A) Any one structure" $ 3.000,000 Property location & as 13) Property temporarily at i Le Ouints. CA s2283 A) Any one structure $ 88Q pq{� any other premi$es $ 10,000 C) Property in transit - B) Property temporadly at 26,000 D) All covered property, any other premises. $ 10,000 0) Property in tranalt $ 10 at all locations $ ' 5.000,000 000 0) All covered property E) t?evelapmenUSulhdivision FencesJWalls . at all Ioctatians (acme , ss A unless otherwise noted) $ -8 p00 or Sign m Per Report a E) Development/5ubdivWon Fences/Walls F) Rate Per Report or Signs $ . p F) Rate 1G) Premium Per Report i I) Tex (eppilG able in KY only) Per Report Fully O) Promiurn $ 4 1 00 H) Tay. (applicable in KY only) 1) Total Earned policy Premium Per Report Subject to undenvift/ng guidelines 1) Total Fullytamed Policy P 1 romium $_.� {minimum premium applicable) • ca 8. Deductible (minimum $silo unless otherwise indicated). iV S1,000 1$2,500 Q $5,000. 6 Other 7. FOMA Applicable To All Coverage parts: y R 40471 Builders Riak Coverage Form 1047681 Comm, inland Marine Coverage Part 0 HBIS-42 Florida Fraud Statement X CM0001 Comm, Inland Marine Conditions p HBIS-43 Windstorm Percentage) Deductible.. -'p HBIS-44 • New York Fraud Statement 90IL0017' Common Policy Conditions (IL0146 in WA) C3 HBIS-50 Development/Subdivision Walls/Fences./Signs Other Forms: (list ether applicrable state wndlor Mel$ ❑ 9H0003 Florida Builders Risk Declarations forms: all required state forms applicable) Itn 03HBIS-35 Windstorm or Hail Exclusion r cu a�Q�rg7 Q HBIS-37 Existing Buliding(s) or Structure(s) Countersigned: FM 170001 Rev. 07100 Authorized Representative INSURED COPY MORTGAGEES COPY AGENT COPY BUILDERS RISK PLAN COPY . APR 25,2005 11:35 FULLER INSURANC 9094451261 ' Page 3 -APg.<251t 2005 13 :36 7607713946 56-805.1ack Nicklaus Blvd, La. Quinta, CA 92253 April 25, 2005 Anthony- Colarossi, P.B: Assistant Engineer 1 City of La Quint.a P.U..Box 1504 78-495 Calle Tampico La Quinta, CA 92253 Re:'Mauka View Six -Unit Apartment Building, Plan Check.40U1 Dear Anthony Colarossi: The amount For the grading and excavating portion of the total contract is $7,650,00 Thank you very much For your assistance in this matter, Sincerely, James S. Sorenson Managing Partner, Mauka View, LLC t Page 1 25. 05 03:00p KCT CONSULTANTS, INC. 909 341 8945 p.2 SHEET 2 ' SANITARY SEWER IMPROVEMENTS r ITEM - QUANTITY UNIT UNIT COST AMOUNT. CLEANOUTS 2 EA.. $ 600.00 $ 1,200.00 4" VCP 44 7 L.F: $ 13.25 $ 583.00 SANITARY SEWER IMPROVEMENT SUBTOTAL: $ 1,783.00 SITE STORM SUBTOTAL. ...:...::..:::.............:............:....:........................ 22,018.20 M DRAIN IMPROVEMENTS SUBTOTAL .....:................:.. ......................1. $ 4,205.00 SANITARY SEWER IMPROVEMENTS SUBTOTAL ..........::........................................ $ 1;783.00 SUB TOTAL $ 8,006.20 FOR BONDING PURPOSES ADD 35%AS CONTINGENCY COST SUB TOTAL $ 9, 0 .17 TIEGANG p ` . o No.6783.9 Exp.6-30-05 s CIVIL - OF � /Z �10 05 03:•000 KCT CONSULTANTS, INC., ., 909 341 8945 P. 1 • DATE: 4/25/200514:44 CITY OF LA QUINTA y ENGINEERING DEPARTMENT COST ESTIMATE,, SHEET 1 • " Developer MAUKAVIEW LLC PROJECT NAME MAUKAVIEW APARTMENTS •. Engineer • KCT CONSULTANTS, INC. ' Phone No. 951 341-8940 y SITE IMPROVEMENTS ITEM QUANTITY UNIT UNIT'COST AMOUNT ' 6" CURB &-GUTTER 18 _ ' L.F. '• ,. $ • 8.50 ' $ 153.00 153.00 PARKWAY CULVERT 16 L.F. $ 40.00 $ 4" SIDEWALK: 573" S.F. $ 2.50 $ _ 1,432.50 ' 4' RIBBON GUTTER ' 15.5 L.F. $ 32.00 $ 496.00 DRIVE WAY APPROACHES *A.C. 274 ,. S.F. $ 2.50 $ 685.00 (UNDER 500 TONS) **P.C.0 3i - TON..- $ 50.00 $ 1,550.00 CURB ONLY (MEDIAN) ` 211,. L.F. , $ 6.50 $ 1,371.50 4". WHITE PARKING STALL STRIPING 324 L.F. $ 0.05 $ 16.20 4" BLUE STRIPE AND SYMBOLS 132 S.F. $ 0.5Q $ 66.00 HANDICAP SIGNS 1 EA $ 80.00 $ 80.00 _WHEEL STOPS 11 EA $ 50.00 $ 550.06• CONCRETE TRASH ENCLOSURE **REMOVAL 1 EA. $ 1,150.00 $ OF P.C.C. CURB 30 L.F. $ 3.60 $ ,1,150.00 108.00 . BLOCK WALL H=6 FEET 200 L.F. `,' $ 20.00 $ 4,1390700- TERRACOTTA FLOORING TILE 834 S.F. $ 10.00 $ 8,340.00'' - 2" DOMESTIC WATER (SCH 40 PVC) 100 L.F.. $ 11.00 $ 1,100.00 CONCRETE SPLASH BLOCK 14 EA. $ 20.00 . $ 280:00 _ STREET IMPROVEMENT SUBTOTAL $ 22,018.20 _ ` A.C. ASPHALTIC CONCRETE ; `* P.C.C. PORTLAND CONCRETE CEMENT STORM DRAIN IMPROVEMENTS - ^ ITEM QUANTITY UNIT UNIT COST AMOUNT 4" PVC (SCH 40) 12"x12" DRAIN INLET 162 L.F. $ 13:00 - $ 2,106.00 1 NUISANCE WATER RETENTION CHANNEL 35 EA L.F. $ '$ 50.00., 50.00 $ $ 50.00 4" POP-UP DRAINAGE EMITTER 4 EA $' 4.75 $ 1,750.00 19.00 CORE 4" HOLE AT CURB FACE 1 EA $ 100.00' $ - 100.00 24" DIA FLOW -WELL (NDS FWAS24) 1 EA : $ 180.00 $ 180.00 _ STORM DRAIN IMPROVEMENT SUBTOTAL: `$ 4,205.00 Post -It" Fax Note 7671 Date A Z5 o # oof 2 To ,r D �fOm'14 _ CoJDeptG'rY PF 14 Auar4 Co C T Phone # Phone # 1?151 -2 ax F# l�� ' �/S J� Fax # ,//- 164 �� r/ YiS PERMIT NO. 4389 Maukaview Apartments / Rough Grading & Precise Grading /VUP 2003-016 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. Mauka View, LLC and/or A. Flores .Excavating & Grading, Inc, hereinafter referred to as "Permittee", shall.be responsible for providing continuous dust and erosion control. 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. 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. ' ' I Prior to performing construction work, the permittee shall call the City. at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 6. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. The permittee shall be responsible. for notifying the inspection staff of import fill and overexcavated 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 Engineer I at 777-7089 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform 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 fixture 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. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. Special Conditions Page I of 5 PERMIT NO.4389 Maukaview Apartments / Rough Grading & Precise Grading /VUP 2003-016 9. 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 lst,to Apri1.30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May lst 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 (ie any 4 lane street) before 8:00 a.m. 10. 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 Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 11. Pursuant to Section 1-4.16.110 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. 12. 'Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards .or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. 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. 13. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 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. 14. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. Special Conditions Page 2 of 5 PERMIT NO: 4389 Maukaview Apartments / Rough Grading & Precise Grading /VUP 2003-016 15. 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 with 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. 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. Special Conditions Page 3 of 5 PERMIT NO.4389 Maukaview Apartments / Rough Grading & Precise Grading /VUP 2003-016 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. 16. 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. 17. All landscaping, irrigation, -decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 18. Access and egress to all local properties shall be maintained at all times. 19. 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 a City approved 1/4" max medium asphalt concrete as the base course lift and a City approved %" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City priorto,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. Special Conditions Page 4 of 5 PERMIT NO.4389 Maukaview Apartments / Rough Grading &, Precise Grading /VLTP .2003-016 • 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, T. 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. 20. 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. 21. 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. 22. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 23. 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. 24. ,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. Special Conditions. Page 5 of 5 71 1.1/12/2004 MR. SORENSEN IN THE OFFICE TO PICKUP PLANS. DISCUSSED MINOR CHANGES WITH PAUL AND PLANSVERE HAND DELIVERED TO MR. SORENSEN. JAMES ROWE 12/02/2004 BH RECEIVED PLAN CHECK ITEM AND IT WAS CONFIRMED THAT IT IS BEING PLAN CHECKED BY DALJIT MARWAH PER OUR TELEPHONE CONVERSATION ON 12/17/2004 (JGJ) MR SORENSON WAS INFORMED OF THE PLAN CHECK STATUS ON THIS DATE (JGJH) 12/30/2004 RECEIVED PLAN CHECK ITEM WITH COMMENTS FROM BH SENT TO PAUL FOR HIS REVIEW (JGJ) 1/5/2005 - Plans given by Paul to Tony for final PW check and PM10 review. Tony to return plans to Paul following his review. 1 /5/05 - Tony started plan check and got the following: 1. City engineer registration expires on the 6th year not the 5th. 2. Need Building & Safety and Community Development Signature Block (see attached) 3. Need Soils Update Letter. 5. Sheet 1 legends, change to wall not water? 6. Time Warner, Verizon, and IID phone numbers are wrong, see plan sheet 1 & latest City PW plan checklists 7. Soils report cut/fill is greatly different than what the plan shows 9. Soils report shows 12" of subgrade in flatwork areas, indicate on plan also. 14. Show roof drains as applicable and confirm conveyance to curb without flow across sidewalks or other path of travel 15. Remove tentative pad and ff elevation comment 16. Indicate on construction notes what all the piping is for (see notes 23, 19, ... etc) 17. Indicate hatch pattern purpose,indicate planting areas = PA Fugitive Dust Control Plan 1. Fill in all circled data 2. Indicate water source and its flow rate 3. Address mitigation measures during active areas or excavating/filling/compacting/etc 4. Show PM10 Fence around the entire site. 5. Add inactive area notes, see attached sheet and note 10. 6. Show a vehicle track -out system on the site plan. 7. Show PM10 sign location. 8. Show training number, see attached note 11. 9. Title block, place the Village Use Permit Number and the Project Name 1/06/05 - Tony finished plan check and gave to Paul at about noon. 1/10/05 - Paul reviewed and annotated plan check comments. Developer's engineer is encouraged to utilize "go by" plans for reference - particularly with PM10 corrections. Redlines given to Jesse to transmit to Jim Sorensen on 1/11/05 for correction. <<<httc)://www.la-auinta.ora/r)ublicworks/tradtl/PlanSetGoBy>>> 1/11/2005 SENT FAXED NOTICE/COMMENTS TO JIM SORENSEN AS PER REQUEST (JGJ) 02/17/2005 RECEIVED PLAN CHECK ITEM WITH CORRECTIONS SENT TO TONY FOR HIS REVIEW AS PER PAULS REQUEST (JGJ) 2/18/05 - Tony started a 2nd plan check and got the following: 1. Precise grading 1 st plan check comment 7 above has not been addressed or understood by me. 2. Precise grading 1 st plan check comment 17 above is still unclear. Tile standard is unknown. 3. Cost estimate was never found. This is a reminder during the Permit process that an engineers stamped cost estimate will be sought prior to issueing a permit. Finished Precise Grading plan check and started PM10 plan check and got the following: 1. Owner and Responsible person info shows that designee form must be filled out by owner, see attached form. 2. Show flow rate on this hydrant. 3. Show PM10 Fencing around the entire site. (Never addressed or understood) 4. Inactive area notes, note addressed. 5. Within the PM10 sign, the Plan Set No. is 04168 and The 24hr phone must be filled in, should be either 760 area code or toll free. 6'. PM1-OTbonding or security is $500, which will be done during permit process. 2/18/05 - Tony finished plan check and gave to Paul. 3/3/2005 - Paul reviewed and annotated redlines. Planning and building to be given sets for review and final corrections by Jesse. Copies for planning and building given to Jesse on 3/3/2005 to coordinate same by, Paul. 3/16/2005 - Building provided final redline comments to Paul.. Additional building comment deals with gate swing conflicts with arch plans. Redlines given to Jesse to return to Jim Sorensen for correction. No further B&H review necessary. Planning comments have still not been received for precise plan set. 03/16/2005 415PM GAVE PLAN CHECK ITEM AND COMMENTS TO JIM SORENSON AT THE FRONT COUNTER (JGJ) .. -03/25/2005 Plans resubmitted - incomplete by JS.- awaiting AQMD number for PM10 - Fred to supply planning comments by 3/30/2005. Plans in Poul's.office waiting for PM10 information and planning comments. 3/30/2005 - Planning has approved and responsible person information form submitted. Signed mylars requested per telecon with Jim Sorenson/Paul G on 3/30/2005. 04/01/2005 RECEIVED MYLARS FOR FINAL APPROVAL. FORWARDED TO PAUL FOR REVIEW. (2 SETS) JAMES ROW E 04/04/2005 Paul reviewed mylars and found soil engineer signature missing. Fred (Planning has approved plans) and Building. comments relative to door swing matching arch. plans have been addressed. Paul gave mylar to James to have developer obtain soil engineer signature`& stamp and resubmit mylar for signature. James to route to planning and building for signature, then return mylar to Paul with all signatures present. 04/0.4/2005 FORWARDED MYLARS 18T TO PLANNING DEPT. WITH INSTRUCTIONS TO FORWARD TO BUILDING DEPT. FOR SIGNATURES.. AFTER MYLARS ARE RECEIVED AT PUBLIC WORKS COUNTER, WE WILL HAVE THE SOILS ENGINEER SIGN BEFORE.FINAL APPROVAL. JAMES ROWE 04/08/2005 MR. SORENSON V/O TO P/U PLANS AND HAVE SOILS ENGINEER SIGN. _ PLANSARE STILL WITH FRED BAKER,IN COMMUNITY DEVELOPMENT. FRED CLIAMS IT WILL PROBABLY BE MONDAY 0411/2005 BEFORE HE WILL SIGN PLANS AND.FORWARD TO BUILDING AND SAFETY DEPARTMENT. JAMES ROWE 04/12/2005 1106 AM - MYLAR IS BEING ROUTED TO BLDG AND SAFETY FOR SIGNATURE AS PER PAULS REQUEST (JGJ) 3 0 Tonv Colarossi Subject': PCN 04001 - VUP 2003-01.6 - 6 Unit Apartment Bldg - Maukaview Start Date: Friday, September 24, 2004, Due Date: Tuesday, April 12, 2005 Status: Waiting on someone else Percent Complete: 25% Total Work: 0 hours Actual Work: " 0 hours. Owner: Jesse Jimenez , Requested By: Jesse Jimenez ------------ SEND ALL PLAN CHECK COMMENTS TO JIM SORRENSON @FAX 760 771 3946 TEL.771 1036 Original plan set reviewed by B&H for first round review on 1/15/04 Ownership change to Maukaview, LLC Jim Sorensen (760) 771-1036 delayed second round review KCT Consultants has partially corrected first round comments.. City -(PG) has reviewed plans and summarized comments on 9/9/04 Remove tentative pad elevation and firm grading & section details Provide soil engineer information (missing) Note. that initial B&H plan check detailing was limited PM10 plan required if disturbing.>5,000 ft2 Update utility company information Utilize precise. grading plan & ADA checklist and ensure compliance before resubmittal <<<<<http://www.la-guintaorg/publicW6rks/tractl/z onlinelibrary/plancheck checklist.htm»»> Update title and title block Provide construction quantities on Sheet 1 Nuisance water not address pursuant to VUP requirement Utilize La Quinta standard details ADA van parking problematic, access aisle on driver side as drawn Numerous other ADA issues & grading concerns Jesse to forward to B&H on 9/10/04 for additional comments for second round plan check. Submit City comments to KCT and B&H: 09/10/2004 Plans and City's comments were sent via FedEx to 'B&H for review and comments were faxed to KCT (prof eng) as per PG request. Comments were also emailed to -Wonder @ B&H as per PG request. (jgj) Please fax future comments also to. Jim Sorensen at 771-3946 Thanks PG 09/27/2004 Received plan `check comments from BH sent to Paul Goble for his review and consideration, further direction pending until PG review is complete (jgj) Paul reviewed B&H comments with no changes on 9/28/04. Redlines given to Jesse's desk for forwarding to. engineer (KCT). Please advise KCT to resubmit to B&H directly with corrections. 09/28/2004 NOTIFIED. ENGINEER OF RECORD VIA FAX TO PICKUP PLANS, CORRECT REDLINE COMMENTS AND RESUBMIT TO B&H. JAMES ROWS 11/12/2004 RECEIVED REDLINE CORRECTION` FROM B&H. FORWARDED TO PAUL. JAMES ROWE 11/12/2004 Paul made minor changes and clarifications to B&H redlines. Plans forwarded to Jesse's desk for return to KCT by Paul on 11/12/04. Please advise owner (Jim Sorensen) of status as well.