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4405
4- f With proper validation this form constitutes an �r. 'encroachment permit ` PUBLIC ' I .r . CITY OF LA QUINTA APPLICATION FOR PERMIT WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, .=water mains - and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I I I DATE: nor...• n�?AAC; Minor -Improvement Permit Class IV ti� Avenue 58 ; J i�1 ,3 O 0 9,Z, LOCATION OF CONSTRUCTION — (Street address or Description of Location) PURPOSE OF CONSTRUCTION 11118tAll Aff -s itA street~ Sketch (attach construction plans if appropriate) can Ayantep� SR_ DESCRIPTION OF CONSTRUCTION SAp ;Annroved iblana DIMENSION OF INSTALLATION OR REMOVAL RpP rannrntrael plans () 40S{ t - - SIZE OF EXCAVATION, IF NEEDED D d APPROXIMATE TIME WHEN WORK WILL BEGIN Xav 97_ 01; AY 2 6 1005 APPROXIMATE TIME OF COMPLETION Jitalw 2Q2 Aa CITy0F ESTIMATED CONSTRUCTION COST $ F�NANCFpEO/iWTA (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 Name of Applicant (please print) Business Address Telephone No. K. Hovnanian Homes 420 E. Jurupa Ott. suite 402 Ontario, CA 51761 (909) 937-3270 Name of Contractor and Job Foreman G2rG J ^ Business Address �OZ(g—C;4� LTelephone No. Contractor's License No. GeA\ L/Z(2/06 City Business License No. Zurich American Insurance Co. RBP343666202 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public i m prove ments:"3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee Permit Fee Peggr%l�tyAAs Built C'as""h, l os"iaS. ety,'`Bor-d if required TOTAL Receipt No. $ 6.790.00 100.00 $ 7,890.00 Received by Date ivy 4405 PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE L)"�"a� J DATEN4SSU'E D fl 7& a ti gy A I L_ Administrative Authority Recorded by Telephone: (760) 777-7075 \, "Ll T4hf 4 4aUb (rC4 PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 5 ,.2 v -Q,!5— ')Location of Construction: "4h 3 O 0 °1 Z.. _Purpose of Construction: mar V'T�.^IIODO TV� � Description o Construction: Dimension of Installation or Removal: Approximate Construction Start Date: Approximate Construction Completion Date: d S` Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements 9 D-1 _ 0 _ S Contact Name: 4i rr Phone Number: Qog_ , Name of Applicant: Applicant Address: o Applicant Telephone Number: Name of Contractor: 'aN Contractor Address: 4.2 D Contractor Telephone Number: Contractor State License Number: 8,1�'(o l g I !fie I fo Contractor City Business License Number: S.20 ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED-4 Applicant or Contractor General Liability Insurance Company. Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fee: 1 Permit Fee: As -Built l 000. Deposit: y V Dust Control Deposit: Credit Amount: TOTAL FEE DUE: 7 O V V Office Use Only: Assigned Permit Number. Approval Date: Expiration Issue Date: Administrative Authority: (o l t q&/ . ACORDTM CERTIFICATE OF LIABILITY INSURANCE 10/31 /2005 DATE11 / 17/2/2004 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATII LOCKTON COMPANIES LO Monroe, Suite ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICA HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND CHICAGO IL 60661 ALTER THE COVERAGE AFFORDED BY THE POLICIES REI C (312) 669-6900 INSURERS AFFORDING COVERAGE INSURED K, Hovnanian Forecast Homes INSURER A: Steadfast Insurance Co 1025113 Inc. INSURER B : Zurich American Insurance CO. 10 Highway #35 INSURER C : Red Bank NJ 07701 INSURER D: 1%r%V=0A11CQ YID 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. II Tit NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION ONY,LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIA131LITY CLAIMS MADE FX OCCUR HBP343666202 10/31/2004 10/31/2005 EACH OCCURRENCE $ 25,000,000 FIRE DAMAGE (Any one fire $ 100,000 MED EXP (Any oneperson) $ EXcluded PERSONAL & A INJURY $ 50,000,000 GENERAL AGGREGATE t 50,000,000 GEN'L AGGREGATE LIMIT APPLIES PRO - POLICY JECT PER: LOC PRODUCTS - COMP/OP AGG $ 50,000,000 B AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS BAP343666401 10/31/2004 10/31/2005 COMBINED (Ea accident)lNGLELIMIT $ 2,000,000 BODILY INJURY (Per person) $ XXXXXXX BODILY INJURY (Per accident) $ XXXXXXX PROPERTY DAMAGE (Per accident) $ XXXXXXX GARAGE LIABILITY ANY AUTO NOT APPLICABLE AUTO ONLY - EA ACCIDENT $ XXXXXXX OTHER THAN EA ACC AUTO ONLY: AGG S XXXXXXX $ XXXXXXX EXCESS LIABILITY OCCUR CLAIMS MADE 1:1UMBRELLA DEDUCTIBLE FORM RETENTION $ NOT APPLICABLE EACH OCCURRENCE $ XXXXXXX AGGREGATE $ XXXXXXX $ XXXXXXX XXXXXXX $ XXXXXXX B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WC343666302 10/31/2004 10/31/2005 X WC sTATU OTH- E.L. EACH ACCIDENT t 1,000,000 E.L. DISEASE - EA EMPLOYE t 1.000.000 E.L. DISEASE - POLICY LIMIT t 1,000,000 OTHER DESCRIPTION OF OPERATIONS(.00ATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECWL PROVISIONS The City of La Quinta, city employees and officers, the city engineer, its consultants, elected officials, agents and sub -consultants are hereby added as Additional Insured with respect to General Liability regarding La Quinta Tract #30092, insofar as work done under this Contract is concerned. General Liability coverage includes a Waiver of Subrogation. Requested by SR/AW. — — - ---- •AV RCY' Iry� 2142291 City of La Quinta Attn: Thomas P. Genovese, City Manager PO Box 1504 La Quinta CA 92253 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 CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO.SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR AUTHORIZED REPRESENTATIVE A ORD 25-S (7/97) For questions regarding this certificate, contact the number Ileted In the'Produeer' section above and epaelfy the dteM code w0VEN017. 19RR a 4 PQLICY NUMBER: HBP343666202 COMMERCIAL GENERAL LIABILITY CG 20 10 03 97 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: The Cityof La Quinta, city employees and officers, the city engineer, its consultants, elected officials, agents and sub -consultants (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) Who Is An Insured (Section II) Is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your ongoing operations performed for that insured. CG 20 10 03 97 Copyright, Insurance Services Office, Inc., 1996 2142291 11/17/2004 'FORECAST HOMES a K. Hovnm" Miipaby HOMES FOR A NEW, GENERATION ]FACSIMILE TRANSMITTAL SHEET TO; FROM•. -.. Tony Colarossi Kim Castruita COMPANY;" DATE: City of La Quinta 5/24/05 FAX NUMBI%li: TOTAL NO. Of PAGES INCLUDING COVER; 760-777-7155 2 PRONE: NUMBER: SENDER'S REFERENCE+ NUMBLrR; Tract #30092 KE: YOUR REFERENCE NUMBER: Cost Estimate ' ❑URGENT OFOR REVIEW ❑ PL-BASH COMMENT ❑ PLP.ASF. REPLY ❑ PLEASE'RECYCLE NOTES/COMMENTS: Hi Tony, Attached is the engineers cost estimate for the off tract street. Let me know if you havc any questions. Thank you. Regards, Kim Castruita (909) 821-9427 Ll Ll 4240 E. JURUPA ST., SUITE 402 ! ONTARIO, CA W64 909 937.3Z7U 909 390-5686 (PAX) z0/i0.39dd so*:.edndnr SE80061606 iz:z0 s00zwz/50 v I� May 24 05 01:52p WARNER ENGINEERING !OVftrner engineering, CIVIL ENO" PI APD010 / LAM 8111i1lEVYiO 760 341 5999 p.2 7245 Joshua Lane. Suite a 73-185 Highway 111, Suite A Yu= Valley, CA 92284 Palm Desert. CA 92260 Phone: (760)365-7638 Phone: (760)341.3101 Fax: (760)365-2146 Far (760)341-59M OPINIONDF PROBABLE COST Project No.: C9662 Date: 11/412004 Client: Forecast Homes in La Quinta By: Monte Post Description: OFF -SITE STREET IMPROVEMENT PLANS FOR AVENUE 58 Page: 1 NO. DESCRIPTION QTY. UNIT UNIT COST EXTENSION 1 REMOVE EXISTING AC PAVEMENT, SAWCUT/REMOVE APPROX 16,723 SF $ 0.80 $ 12,578.40 10' ± OF EXIST. PAV.N OF SAWCUT. _..� 2 EXISTNG POWER POLES TO BE RELOCATED BY VERVON _ 7 EA 1,400.00 9,800.00 3 REMOVE EXISTING TREES, 1 EA 300.00 300.00 4 INSTALL CONCRETE CROSS GUTTER _ 3,960 SF 10.00 M 39,600.00 5 REMOVE DUSTING ROAD SIGNS 1_ EA 150.00 150.00 5 _ INSTALL CURB TRANSITION FROM A-6 TO A-8 CURB 20 LF 10.00 200.00 7 ADA ACCESS RAMP _ _ 3 EA 2,300.00 - 6,900.00 8 _CONSTRUCT SAWCUT EXISTING AC PAVEMENT AT CENTERLINE 1,325 LF 1,50 1,987.50 9 CONSTRUCT TYPE A-8 CURS AND GUTTER 1,149 LF 6.00 6,1594.00 10 GRIND EXISTING AC PAVEMENT 0.10 MIN. & AC OVERLAY 2,738 SF 1,00 2,738.00 11 INSTALL 4112" AC __ 1,240 TON 70,00 86,800.00 12 INSTALL r CLASS 2 AGGREGATE BASE 1,530 TON 1150 20,655.00 the supervision of, Hoy, R.C.E. SUBTOTAL: 10% ENGINEERING: 10% CONTINGENCY: 10% AGENCY FEES: TOTAL No, C 63526 Exp. 9-30-2005 $188,603 $18,860 $18,860 $18,860 S245,184 ZB/Z0 3Jdd c SOx : vdfli inp 5E8006E606 TZ:Z0 900Z/VZ/50 ' 1 � J � �� J . �t r :.' j� i' �r, 4 � rt7r � EI {� r ,�. � y dM^ � � .� o- i � E: � § z to-'��, r 1 i� + ? 1: � ,�;�'��I�@'�kjly����,�r}�t 9y S�," �,���i' I '�(d��t}F•.�t �� _ A� b�s .... ,. r ,�, �d5.. l� .%�. -e\T I����4�i �wi4'o�,�Ma'�.i� ei1,...V,es. t�iiLb�L�i 'R'S��T�R.(,._ .. _ #�... �t ,.. ���.�: 05/26/2005 07:01.FAX 8096994063 C&C GRADING & PAVING INC 1a002/003 FROM' (THU)MAR 3 2005 9-9:43/$T.22-42/N0.6326001849 P 1 raoouofR (951)674-0675 FAX 051)674-237S THIS CERTIFICATE IS ISSUED AS A MATTER OF IN ON R. David Bulen Insurlance ONLY AND CONFERS No RIGHTS UPON THECERTIKICAU P.O. Box 115 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Lake Elsinore, CA 9Z531-0115 AW311 THE COVERAGRA rFORDED ISY THE POLUI IESEEMW. KriSty Craine INSURERS AFFORDING COVERAGE NAIC0 INSURED C A (: Crading a raving, Inc:, INSURERA: State Co enB><t- Ina Fund P.O. Box 252 MURMIk Temecula, CA 92S93 �aua�Rc, �SURBp b: INSURER E, THE POLICIES OF INSURANCE LISTED BELOW HAVE 096N ISSUED Teo' ANY RECUMMENT, TERM OR CONDMON OF ANY CONTRACT OR CTF MAY PERTAIN, THE MISURANCL■ AFFORDaD BY TH9 PoLICICS DEIICRIE POLICIES_ AGGREGATE LIMITS SHGWN MAY HAVE BMN RE000Eb BY L ° TYP.OM�F►9s+R+wce POUOY NYMBER OENIriAL►mQVj Y 04ti�RCIAL �bFl1Wl/y LMpILlTy MAIMS MADE � OCCUR OENLAOOREGATfl LLWrAPPLIIA ftft POLCY MNr Loc AI/fW*WA WftFJW A-WAVTO ALL OWMD NITM 30WKDUW) AUTO$ NIREDAUToa - NONOW►�11AV10! aAR404 7Hjrr AN1'AUTO B=63J NIBRELJ.AWABAJTT OCCUR CLAMS MADE DEDUCTML& I>ETKNTION 1 wOR1�e —1ml LATW AND lYPIJyf9 ' UAUM A Aw SP�oC PRIEroR�PARTr XiCUT►V4 OFNCERIMGMNER EXo.VOEDT DaY NatiCe for Cancellation of Non-Paymlent. UCY PERIOD INDICATED, NOTWrrH$TANDING THIS CERTIFICATE MAY BE ISSUED CR W. EXCLvsIONS AND COMMQNS of aVCH L�Tf VAGT0001 UWp CC f O = Taw DIPUroen� vtrtanl 1 rERsoNAL a AbV fUURY : c:er�AL Aoc�+eATs 1 PRG0UOTj-490mP/OPA00 I s I 81NGu: in1R 1 4 F7—V=V L.EAApplp is OTHERTHAH EAAOG f AUM ONLY: A(a0 f LAp� OGCLIRR$N!� 1 ELF E,L DBEAft -EA EIS 6NWJW AW CWTM A80V1� DgWNI= hOUGp fE CANE UM eWDj;g'rfs �'WiA71DM DATti TIIEI{C,Or. THE 147V1N0 INIINIER MOLL FJ�D6LVd170 �� 0 OATa VfRn7M NOT= Tip TNb C[RTIIfCAT! MCI.OlR MAYRD 70 Tlfl LIFT, Idly FALURS TD MA L IIICN N0= ma" Moo= No 0Mj"y*N CR U&MM " ttnCOPY" or ANY IGNo uPow Ti* a ele, hs wGrJRa GN Rernsw+m►�ms. Attn:: Lori AcoRn26(200110q FAX: (9Si)699-4063 GIl►OORO CORPORATION 1988 FROM (THU) MAY 26 2005 23 : 32/ST. 23 :32/NO. 6326601114 P 1 /'iVVI`cu VCIC 1 II'IVA %1 C VI' LlAkDILI 1 T INZ)UMIAIVVC os/z7/zoos PR (951)674-0675 FAX (951)674-237S R . David Bul en Insurance P.O. Bo'x 115 THIS ER I DASAMATTER OFINFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Lake Elsinore, CA 92531-0115 Kri sty Craine INSURERS AFFORDING COVERAGE NAIC INSURED C A C Grading & Paving. Inc. INS~A: ARCH Specialty Insurance Company P.O. Box 251 uysURERS: E M C Insurance Companies Temecula, CA 92593 INSURER C: INSURER D: INSURER E: L-La1'I 4 U101cl qZ1 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDIN 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, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L NSR TYPE OF aR$iJRANCE POLICY NUMBER DATE DATE 0A LIIIfTS GENERAL LIASUff 39CCL0202S-00 02/20/2005 02/20/2006 EACH000JRREMCE S 1.000,000 i 50,000 1( CCAH ERC1AL GENERAL LIABILrtY CLAMS MADE � OCCUR MED EXP (Any am pwson) $ $000 F6RSOHALdADYINJURY s 1,000,000 A X GENERAL AGGREGATE i 2.000.000 GEN1 AGGREGATE LIMIT APPLIES PER: WPOLICY M JPM M LOC PROOUCS - COMP✓oP AGG S 2.000.000 AIlTOMOSILELIABILITY X ANYAUTO 2C2-OS-91-os 02120/200S 02/20/2006 ComgwEOSINGLE LENrr (EaamMaM s 2.000.000 BOMY HRJRY (Pw Pw%0n) $ ALL OWNED AUTOS AU $CNEDULED AUTOS 8 X WREDOS X N044WNED AUTOS BODILY94JURY (per eoMM) S (pw _ [GARAGE LIABILITY AUTO ONLY- EA ACCIDENT 6 ANY AUTO OTHER TM W EA ACC AUTO ONLY: AGG S II E)(CZS&4jMRELLA UA5UjTY EACH OCCURneNCe $ OCCUR CLAIMS MADE AGGREGATE s s DEDucr®ue : RETENTION 6 : WORKERS COMPENSATION AND EMrLOYERr LRA&LJ1Y ANY PROPfiIETOR/PARfMER/EXECUTIIIE OFF�rt,1EroEaER EXCLUDC-09 M daaafba e�dsr SPECIAL PROVISIONS below 7ORY LIMITS_ ER E.L.. EACH ACCIDENT i E.L. DSEASE - EA EMPLOYE i E.L. DISEASE - POLICY LIAR 6 OTHM Marine 2C2-OS-91-05 02/20/200S 02/ZO/ZOO6 $100,000 limit B [nl'and Rented/Leased Equipment S1,000 Deductible OEBcRFnom OF orm7ma r LWAROMS 104 NFTiRLL13IwAADDED BY ENDORSEMENT I SPECIAL PROVISIONS ertificate holder is named as Additional Insured in regards to General Liability, per the attached ndorsement. RRIC-CGL-EG (05/02). E: Tract #30092 10-day notice of cancellation for nonpayment of premium. I1UWtK City of Le Quinta 7949S Call* Tampico La Quinta. CA 92253 SHOULD ANY OF THE ABOVE DESCRIBED FOUCEES BE CANCELIFD BEFORE THE EXPIRATION DAT9 THr&RiOF, THE IS9UINO INSURER WILL ENDEAVOR TO MAIL 3 O - DAYS WR1rMN NOTICE TO TW CMUIF7CA7E HOLDER NAMED TO THE LEFT. BUr FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBUGNl1ON OR LIAOILITY OF ANY ROM UPON THE INSURER, ITS AOENT9 OR REPRESENTATIVES. eobbi Koziol ACORD 2S (2001108) FAX, (7 60) 7 7 7 - 71 S S OACORV CORPORATION 1988 FROM (THU)MAY 26 2005 23:33/ST,23:32/0- 63266.01114 P 2 THIS ENDORSEMENT'CHANGES THE POLICY PLEASE READ IT CAREFULLY POLICY NUMBER: 39CGL0202"0 INSURED NAME: C & C Grading & Paving, Inc. COMPANY:. ARCH SPECIALTY INSURANCE COMPANY BLANKET ADDITIONAL INSURED It is agreed coverage Is probided to the additional insured(s) named in this endorsement as follows: 1. As respects'liability covered under coverage a only, section II of the policy (who Is an r Insured) Is amended to -Include any person or orgaizatln that the named Insured has agreed in an Insured contract to name as an additional Insured provided the bodily Injury or property damage first take place after the execution of the insured contract and the bodily Injury or property damage arises from your work performed during the policy period. 2. The applicable limit of our liability shall not be increase by the inclusion of any number of additional insureds 3.• Other than as expressly modified herein, coverage for the additional insured is governed by the terms, and conditions of this policy, including the insuring agreements. a. The coverage provided for additional insured(s) is only to the extent of and in the proportion the additional insured is held liable for the negligence or strict liabillty/conducts/acts of the named insured. No coverage is provided for liability based upon the acts, errors or omissions of.the additional insured. All other terms, conditions and exclusions remain unchanged ttwc4oL-Ea05/02) 05/26/2005 07:01 FAX 9096894063 C&C GRADING & PAVING INC 1a003/003 State Of California CONTRACTORS STATE LICENSE BOARD o n--w ACTIVE LICENSE Aar 774194 CORP C & G GRADING & PAVING INC u..efc.b„w A 012 ° 01/31/2006 LOW CONSTRUCTION SCHEDULE - Project Title ��a - Q 0Y Aa— V16( Project No. a:- nog -a Estimated Progress Contractor Contract No. hate Actual Progress START WORK ITEM QUANTITY DATE s�rr;l�s�������������■�s�a M- Fisk Form 1104 PERMIT NO.4405 Piazza Serena/Off-Site Improvements/Tract No. 30092 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. K. Hovnanian Homes, 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. 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 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 Engineer I at 777-7089 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. 6. 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. 7. 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 8. Prior to performing construction work and closing any lanes in the Public Right of Way, 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. Special Conditions Page 1 of 5 PERMIT NO.4405 Piazza Serena/Off-Site Improvements/Tract No. 30092 9. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 10. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 11. Streets shall ,be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 12. 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 Ist 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 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. 13. 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 (909) 275-6894 if signal operation at the intersection is to be altered in any way. 14. 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. 15. 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. Special Conditions Page 2 of 5 PERMIT NO.4405 Piazza Serena/Off-Site Improvements/Tract No. 30092 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. 16. 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. 17. 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. 18. 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. Special Conditions Page 3 of 5 PERMIT NO.4405 Piazza Serena/Off-Site Improvements/Tract No. 30092 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.. 19. 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. 20. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 21. Access and egress to all local properties shall be maintained at all times. 22. 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 3001inear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions Page 4 of 5 PERMIT NO.4405 Piazza Serena/Off-Site Improvements/Tract No. 30092 C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved %2" 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-AR74000 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 edgeflush 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. 23. 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. 24. 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 subj ect street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 25. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 26. 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. 27. 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 - City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4405 The followinq shall always apply: 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 be notified 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 ('/d") to one foot (1'). 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 %") 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. k - ' ? 1 City 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. ® R15 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. ❑ RI 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. ❑ RI 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 ( 4 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base 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. T . Rom► PRECONSTRUCTION MEETING Project Name: FP�e-�� Type of Construction:: I�✓c JC" O wj ov 5 S� A. What is going to be improved �,- �a �� �55 V c.5 B. Schedule 1 PM10 and SWPPP 2: Clear and Grub 3. Rough Grading 4. Precise Grading 5. Utilities zss.Je, C. Permit Prerequisites 1. Archaeology 2. Third Party Approvals - 3. NOI 4. Insurance Certificate and City Business License 5. Fringe Toe Lizard 6. Securities (As Built, PM 10,; & Grading Bond) 7. Parkland Fees D. Required Plans: r E i E. Traffic Control Plans and Issues F. Standard and Specifications: G: Contractor Representative:. Name:, Phone: ;1- 6`t`i 06"" H. Materials, Tests & Certifications: 1 Certificate of Compliance.: 2. Mix Designs 3. Survey Grid for.Utilities I, Safety: Hard hats, orange or lime vests. - J. As -Built Plans and Final Inspections a. Contractor to submit As -Built plans no later that two weeks after completion of works. No final inspection and approval of completed work will be performed until the city is in receipt of "As -Built" plans. SIGN/NG & STRIPING NOTES IN THE CITY OF LA OUINTA• COUNTY OF RIVERSIDE, STATE OF C4L)FORNL4 E RLTAMS ME RGn ro RLNNE A5' ELLS'SYN suBWOWNr ro PLW APPROYLL. Bur oRma ro mYHErw W ME I•maDYEIIDaIs PIAZZA. SEREVA r srr0ln'I M )IA 1 E AM M ll '- wPmKY[Na WK ' OaIU" W " °PARn DE'Y .rz � '�RBE�S wMC! ME O[SmN YnECAIn�nESC P1ANs Az rOapNuav TRACT NO. 30092 .,rRmKIENrs MPRDVED. Au cods K1waG aIr nor ImrzD ro o6Ka AND wmovD¢Nr •mRPLKNI SN•Isol6 1. 1R'W MPROVK MrSE PLYb MPROYK MC wRwCYLM SWVJOR SHALL WAR MM uPamc ME RANs wauam eur Mor LwnEo ro OFF -SITE STREET IMPROVEMENT PLANS Au Dosrs AssocNry DESID/a AxD IYPROVEYpn COSTS m ArIEDI oOYPIMxCr NM ANY xfY pn s QRoOI•rtiYS M UNs AND RCouuraNS DYCND OR AMPlFD A IK • a t°� ° N AVMoan aN m NE RAN SHEET /NDDf AVENUE 58 MONROE• STREET J. 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YNONr4 Oa RGSONABLY SxpM op+MAcraa srwa oawucr uNOCRproIMo Al AM arR Ax Nolnw mDlmrwrw ML•BLR Ar l� sr Go YweRwc ars (•e /NDEX'MAP Molars) PaaR ro cMwEnaNc AM aw,r IN.I PEaEmarrs nE DnsnNt suEAa sclle , INw -�PROJECT NOTE.• IA SralOaC UYNI SILIlL W APPFOND W D'rf' ENyEFRMD OEPWMM PRw Paa1AN'Dn PYwn.. cprr r no' pn tMpNEvaNc mwarY[Mr .e ,. On OOLa Na a+y RaXIdrOO RR AOLOY - ,anE ucuu NJo+) aY Da wroW a A ro APR., na+ ar /:Cols PRw ro uwE x-Tar a®m. eua o¢a RRwamrr la Ar A amar Lr Yaaw Nulrz GENERAL NOTES r aDR/r swu W eawt M AanaDYEr Nrlx rx[ suxdaD RANs a rK . r. ' pry W U OVW% AND OE srANdm SPEpIX:aIwS rM PUB{K YOalts CRIrISIRLCIao.N, Ed/mN. Am ME LYII' Cf a o,/ttu 5/ANdm PLWS drz ALCusr zr, zm1. l, m oR urzsr 1. n Sawa W )rE WSPowfmll/lY Or'NE afKloipUDNNfR 4G LYvrIRA°raP ro 1 APRY ro MC pIY Or U NN•I RwrA: N?efs MCia! rM Rlf NCCCSSM P[RYLIs um ro W asmvaaJat[ !M SARYACrORY pWRYxo[ MM ALL pwRD/r EN+uornENrAL RLpAArIDYs aNRR.c INt wE a CaNsmrmal Acmma raa � nu' PaaECr. AaonmNu snma Arm/m RRwrs wr W RL'ouLw'D. , J. n 5•uLL W ML RE5Pw5>ID1/IY a aANw INt KYCIDPa oR C'aV/RACIa1 ro APRY ro r•E culruRn. ornAarvr smRuna+�MANs) inn AN CNaOICNYDn PERYn 149 Nl xpnK PCRIORYEO !K surz RrM or NAY.• n •. oWNllAw 0 AUNCQ a AS RCDUwLD BY ME pn a U i !K CONIIUCTM SN•ll MIDI' INf pTf' RaaA' NORKs DERaaMLNr M MOYRs �cupNG BRULLLW^ OR pGanE AM CAd PKtSE W LaNSra.CmN ' I (]yP m-ro)s AM •e Mrl.Rs Pawn ro REauuvc AYvLcrua. B Mt ladxws W DrdrNC warRrAnuM uwnLs Are slaNx M AN Aawonwrz r.r oNLr. rxE aoMWcrtw sN.0 orrzRlaNC rxt aAn /cares �� ]ae�ARD�dIPOi`ucEs»,npl � � r>c'etoDliD � � r • rARwE ro Luenr Lmrz Arm FmESERK AM AM Au urunes ] MC Cp/121CroO SHALL W REsmwABLE mR MC wN 1, aEPUCEYD/I M RELos a ALL aLCUUroRY ARxwL AyNOx$D,IRGE 5/DxS. A e MPROKD BEY CM � S/aM.C� MSKINLE9E WRA2RS TYPE AM IOGnDN' Swu W APPmKD NE pn FNpNEa. 9. l•E CwIA.•CIDR SrNLL Mr aSIWB CES'llko SURKY YaxObNrs OR efalpr � norm w rK iµ. _Y�F w roues amNc cDIaIRIlc11vA R:MYu Arm NrRI Jr.96& YY A WLLY� LWD SUa2Y0R an Y. nrM N/ R.GG w"s rouows: OCrOBCR S/ ro Mat !OM YaN'01Y - radY .'m AY ro l:JO PY s•roRaY ea) AY ro S.aO PY Wr Ir. ro sEPrEvaa Jone vYor v rnm•r am•wi•I mro Jm a• NA'M SM4L W Ma•RarCD AM ]n,E w SIRmIK Les w rIDERK IAOl6IYS • I1. ALL tR•alR1ED YAK YUfI W plwaf0 d[Y W ALL DNI. Lrlm AND OEBaS atrovlEc oN rxEr As A Rtsur a ME oRIpM aPER.I1w, c=rvAND a ro W DaK ro nE GlrsrAcnow cr nE an Lxpxta. 12 All O]NS/RI.Craal ARCS SMYI W PROPERLY P0.5ILD AM LCNRD M TOR � MPFRFDaNMCE Or RMa' � aC1/w IS• DA[I[Ir m�IF AxY rwAms rJ CAM a6TJlI.RCEa INS Y DRBrR)AN A ldSpNR(LOEDVEr1A!)DLIANYPV1raPIAC •R.W RKMf .WMrNt PdM 9Wm --MG M Bar S a REYD/rED AND [xFDRCLD BY 1M srArz W)CR REsdAKCS CpVrROt BMRD. e rI. ME pn aErAws rxE RCM ro RENwE PLW aENSCws ws M'CESSNrr sUBSENCN) ro RAN APPROVAL BM PRw ro mYPIEIpN W rK arRmKYCNa 51/ONN aY MfsC PGvi E AM MW STREET IanwOKafMt wK eEEx uaGLL(D BY INf Lin OR A 11Rm PARn RnIW IM wKwrz vRYmY K M£ Daamvtrrllls PRp+OSED Br rla:¢ RAxs rMlr awn ra WVC11 wrzcan ar ME wPRpEYdr PRMaEO w J12TF PLNa As peouM(Lr APPROYID. ALl O'0.515 NrDI.Ua'Iao w/r Mr IDOIm ro OCSAi.Y AM /YPaMYCM [OBIT PCumED AS A R[SKI fK AM DLSw aENlQ`a SIufL W BORN£ BY ME It6YMK EY( SRW9D0'. IS MLs( PLWS AR£ YANG TOR A FEFmD M) ro FXEEO ELMWIe) •lovJna DmY arz d< APPROVK. rNE ruPmK=rfM sPprsOn SrNLL L LOSrs Assouarz0 RIM uPaMc Mt RAIa, unxuauC Nr M) wino ro W.aw AM wPAwEYDn cosm, ro ArrECr coY/+IwMce wrnr AM Mr pn srANdaos aeaWMEs. oa uNs Arm ateulArlarls Lwelm oa AoaPrzo ar ME prr oR on¢R AAmacnorb NM AMMMn suattDlanr m IK PIAN MPMvu drz. •ra. sMm sLCArb Alf rDNA,IIL rK IaNrtar zLcrw a •.o• Ac/e• cam, :a, Aoprw•L .ma Tar rNYI a RtaeaD Ana RNu• aalom ro maI«a arAtn slaw ¢aemm:rs on Nr+an ro .RNor rill srraQl acmv. INDIO Ic ro r, uoDD 4WlWr,,,Rta 1"2l•L1D 12* -'RErE PAVING NOTES © Y.RYUY sracEr sEnw. sCE crawl NDrE Na la sMEr r. �� .1•meurr Io raLED elacrours Aaoam Mc msr. • • � LEGEND FND - SIGNING AND 57R/PING NO1ES°bNA� -SUBS=WIARNacrlartaruEEmIR UN «asRwr«.aSr ^` Go' NroaNN °" NmsN. w<m wxr a+rsE maw srrsr Pcn GLnNNs sin RAv Am - mAa r9 COACHELLA PROJECTAI AS. A' O.L 'SITE) PNLI f MIE ERE IMf Lwf RF O41lY.K zr0. IIM' A]fD - L(r 1V' ND LMf Slld[i. L:tfC A - % M i CONS7R IC770N NOTES / OUANT177ES Q Q Q Q Q © Qi O 9Q © © © QI ©"ExbrOG'0.v.N0. © ® ® © © ,aNr AKNYE I. RCYOK E1Enm K dwva GAplr f REYDK APPa)Y. Y /S]1J Il,e)1 J9 D'S O! G6N.0 MKYEHI MaM f AZSr di dNcur. OROS4• a W IEMIt SNYJ W AI A pn MP -, 9IE Sr 0 12.111 1.11 MSrALL ' AC OKR 6• GNENfD ALYRCGrz BASC G ) a rxsrem MNa mres ro W aaaLarzO eY KR/Zav G D r rE NEN NOB AM W)]ER ro GItIwC NRB AM Wlra lJ I 2 REYOK [AbnM 1RRS G r O r MTALL CONW£TF LaOSS dallEfl Pa LIIr a U DNWIA SI0. 2. 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DESCW77ON , nn.E s+EEr STA. 14+05.08 AVENUE 58 STA. 30+00.00 MONROE STREET TO STA. 47+26.74' e. M tOGrws tY FXarINO DrmDX%aUNO UR/„ES AIK ShOA1I w Ax Aw+Roawrt Ipr ant. M mwm croR srlut oEria..Yi M [zcr tounar m Au ensmc uwmts etraer pluaEAewc Nowt I¢ ArXers ro ei Clot Rtsvoxs�[ rae ANr Arm Au n.wats .wvl NKwr e[ occavav[v er ne nANs urEsr ta,ow. ruaunm RErwRto ro ws Arm srArmtlm PtANs oars oraRwar smnm. T+�p r zuR[ ro ExAcnr ta�rr vm aN[snWi ANr ANo Au umms ♦. JRADY SIRwCS R.lem KKlffrrl audlmS Arm SGS (EACEFI KKBG'l tto[NDs1 sttu Oarwr and ra urtsr tarKw or ra eurRANs nAnmwD vrA.a E r STREET IMPROVEMENT (SHEETS 3 TO 6) D I'. moo, WlKeroa Swu B[ RtSPoMEaE Ter! M REIaT'AL R61AfX1Orr an uaEr r Au atcaAmw: Nears Arm sous sAas saa Aso rwfsc cobRta rYrr Mm taumw sou ei AAo nAraRO srccarw,ws ntarxrw Imwam ro As ra sari rrANoum CONS sPnsrArows Arm sort srArmrtm w.ua. 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Rw, .• rrrt sma rw eum.a srn wAv Aml - auE I: rauu s,� ar o mien sa wR eurava Irrc .-J-u PROJECT 1I 8 ala y` a waurts LtNlDe,rr Etc wpurEs al0 tmneu uaeaE • . mRa'�rA'"""o-n m' vvrrYO°ntm ie� mai w,m Ar - s ryr,.r rY maDY amtus Ar ar. m' ne a ao'wl zo vvaaw Ant rAa• sm mom tADm mi n-r .owl r tAtE ue wR rMlRua rm vuN Axe - ttsu JIB SITE Rw wwG TES Warr-o�-eAr wpuNs wRr tr ,DrrcAI w2Rs[ena A�ma moat (Itwa owwsrk tu-Q.w-aao - Rwr rr' wart a<aws u as: ,o' ac m amrAres ozapE ersur Jv.m waurEs P4ovosm sror tt� rw star aawsr (aa.a mlavP .ow -..a -.an r axr e• .raE ea we 12. rtR uuxva sm RMl Amu - star v Run a' wart srzv ew aX par o u aaa max uwr - vW a[ lw wpu tis .oar roar are wAwa Ia.1a ova a A ar .m rwc Pe ttm memo ntva cwa. a Awr e' 9xa wart srsi wR oulRva sm wAv A,m - terAt a A6sua tb e¢ tArf' ip, / No 011 I TV of LA O 3 OVDK'A rE3 EsasnNc spur ElN ,w rr[ aura �. Cie Amwm AA,wr trromr rrtaAa v AIN, T/O" RR aLmu6 52 PUN Arb m Mom w Pbn sot NaMA tv um utis tow Powr =o"O mvrwla Z rn o-a raw m m.oman ar rv.a I V/CINII it Ii,AP C1 _ rt , RoWDIMS rwsaD wAaE au wauns I�wnNS[D rnAaoar �"'� oon. x v"'to ra'O" eA """a"`,caQw ran, , rwvr mi N.w�u(sl Rm Lu,sva sra aw Arw ;viy' wR curlWa sm wAv ab w PAaetrEs Raorarn tM .wupw wu Aw .am'avFr w, nrae n I .ewa m' taro' scv aR au,m mi Rr-, On aevr iur rDi Rat. lax, .• wYrz ette rlwRr vw wraus sm nw A,a-arAE zrB M saW - OSp81 - x _ 9l. _ _ _ wau its Rarer tM m �m"v'���" raw��i r .auu aaR oar wr tut w,m mr RI-s ©ova a¢ tAur sEoa Rm aMrR«a srn w.w Avrc Halts emDas�aBa �I RP moan rtS RAOAK (Yp11 - +0 wore ra pMmUCnOv NDrt GLL-cur OTaroro tm�.mralw 6R Ass r°m°riovaame¢ sarwm rA aauu tut t• Iwma Rw culwla nrmlm RAn Axe - oOAt ID Wa u25 RADVs L A, , Rr„ rR rr( ,Q. aault r.>m Imo arras sal Rm wxe mE w->•+ UPL/T/ES: u ' Aaa l6 IXtu , a Q a wr"�"� a rrer.D•m°r - . - aaamr avow tmu,nl roost mv/ xir-Ctrs BENCHMARK NOTE.• AtprM 'roir[ V Ao ur asbz arnw o ,R f WDDU wart Fla Oalld.'r Da11%-ZOr SR RlrrawRY tlnAr owl txC Yr paAED - _ - aatR rnoau wlEr Far as,sr m-wr x- w rw^ err 2• law A♦pari __ RtD g RED IMPOR D f7RF' MT PRO.IECT NOTICE .no�oo:a ,x„ro,. m SOILSr b ••'v'�^,°` �•""�'O Oa ne °a' err -AO roR amisat ra rsr�w u¢ moss sow a,,.ma dorms. ,Dma�D waM c foal bY50a ss' solar a• ra avronrlE cr AYE _ DIG RT ra ., w.r. moo F� �;,; o Im r'"� �: � � r.:�,,,• ,+ � ., � �, pal[ tY: u..wER pe[ rreo/,to-u,r 5a Alm aD• aESY cr M tDnr>aw[ err �"'rAaae,�pOr �r,wgmYtmaY.r.nAro ,,,;,, g rr..r ror(J Ara ro tut pihJ aw i tm �� C rqN. aao n,w.e Ai t»F a[ AvmID to rwc cwm Map trW/roE SiR[[r. nNAIKW ♦Jr.Za' _ ,-aw-22r-zaao �K/)yyl s. � ra BASIS FOR BEAR/NAGS lma: suBmAcr ass• rwou B.a. _ _ _ Ettuews ro wra mtcr Jlvro p ra mow mO.mra w mow my a �alRaaF a.P a ra soon+ art of M sovrawsr LtEVA,tola. S alomw. atm+r��'®t a1p"m®I. r'rt M s s[cloN u emm Nt�sro.r •m.maro. �DwY ran r rM tutu >,r.xN rM rani m-.�I` �wm„" ,aYa Amrr.r �-t o",_ t sRErr na tvrroRTANr AOnrF Ir17EPAa£D FD2 vt •ram"m, SELL AR'Rmrm er: an DP u nr A cl7r of LA oulNra cA F K. NOW~ fOREMST HOMES �" Warner •" °6E"` u "'°"°" 6P stow .z,a/.21r err M opvWNERr '�9N a z oS rv°Oowi r°iao.. OFF -So STREF( IMPROVEMENT PIANS azOE RLaowR6 A ere AtQN ImvIVIGna+ ♦2♦O E. AMe/PA STREET. SwrF ♦OI rr}}.�'� NUYBEA BL tSSIkD eDpeEA wEtab. u- 917 RLE I „ (YP. a.rt rt JI ' englneenng • YIR' �At,•u;rr>°._ 1RACT MAP N0. 30092 CFI P[nN,r ro UfiFlt' Au 6E vAlm - (909) 9Jl-J210 or4 rr.Ar.onnMe I .us -,.a .vu[ se a rawwpE srR¢r or�sl2 R roe roue en1 Atrnr to Awetn cua -- - - t„ v vR tR,oER M srArERtrscw s: lu Dwl xa-rr.. AP.N. 761-720-020 g tAaKacRoum sERwrr MDT, ,,,, �� raE 4a ' mu rn¢ r-eoo-nr-zaoo b �� q I.O (2) aMA9F dK eElirtE Cal Ca0 a ew,ry. t LiOi�'r"' REVISIONS 7RUCTION NOTES / QUANTITIES m45,RIAr WK1RI.er tIUNaEewt ttnSmLCI pana�G toxnnler LTwslRlKr JJo OorarRlcr I' ItESr Iwo AK rorM �MKA� 6s� SARVI. Or WlDlwt SrWL B£A)A an AM1xVYID 9IF 5F r3)2J rl,el2 Y o 4201 rl I ♦' AC a1Dt 6- TuPaD Aa%EG,E BASF POwEA Path to eE RLlOGIm BY YLRItW G e U a - I paB AID wRIW ro [aSn4S p/RB ANo alrrDr � r I r elrarr4c ,rms Q)AeJlElE pxKS QaILR PEA pry of u Wom Sm 2J0 G r D r EaSnnG ROtD Sx.1a U I J nae auv rAx -A' vm do ai u wan s,a zsti G . s o s G D I I 24- Cpw[etUl OaM1rAr M ary K U OUP? 5% Sn ELS,a.0 AC P YF'YUe wR HAY v 1-` ,Jz5 2 o v o . ♦ab ♦aa lX♦• rlrt0[R Rm oErAt d SrEFr 1 - tf I I♦9 126J l♦r2 TYRE a -a• pwe Arm ta/IILA PEA On a• u aW'1 na Mi e,aD1'.tUr (SEE 1M'DSLwE PLW rpe pINS,IMIpx OE,M51 raze raM a• YmaN pam PER pry d• u 0-oo M 2r0 n/A Lraa rrRa• rw arras. (vrm,mr w wAtiJ n 27M za♦9 Sal AC KVLNENr, 0.10' Y9L A AC OVOaAY W W N/A N/A cv.w.0. Irtsr ePMN uc (vaortcr W wArrJ - n .lab. 0 .1161 ♦ I/z• AC WLa e' aeSrILD ADO/aWR etS[ G 0 tN rM a• AG pxE FER bry Q u wANw Sro zD. G 2 LCY aLPRESSW PCR Clr 6F lA Dtww ` ,rRE s' pX✓8 rwu9mo Dw e' ro e- pR1B fF r,a Ito 22a 0 a• 4c aort aR pn cr u sera rm 20♦ . tf o uv IJ2) Or LL PoR,NA' OF s 22. to S. FORELIST HOMES I w'6662EN f ----- -- 'rTYPICAL SECTION m S --- --- ------------ ,R 2 � TYPICAL SECTION MONROE STREET TYPICAL SECTION rOOPERATIL RED IMPORTED FlRE ANT PR0./EGT NOTICE WPORTMF NOTICE K HOMNM FORECW HaVES s— — — OWARO. G 91761 (909) 07-.uM ,,ogp—m-aI sza —1 Ee — - —05DJAL— REVISIONS W A - - --------- TYPICAL SECTION 4' fg. 12' --7 -KilMCI 2 TYPICAL SEC77ON TYPICAL SECTION A Y=Z @ CONSIRMION NO AC MKKNI OF u W A 5!a "2 W Df 2'— W IIqf CDMMNt or AK.� DEOWmRaK Di . CITY of LA OUIMA IUti— a A j-0 • �A—• ctTY OF LA QUINK 04 APPROWD 1. �OF,. �A p.) —4-111, Warner WE SMUT IMPROVEMBII'r PLANS °® w Q., TRACT .MAP NO. 30092 2� AWNUE M & -0IS�W A.P.N. 761-720-020 nc No. { - TRAFFIC CONTROL TO REMOV REPLACE EXISTING N W' E PAVEMENT AND BUILD % MEDIAN ON MONROE ST. ' W S . TO DO.THE -INTERSECTION, .FLAGGERS WILL BE NECESSARY -23 a NO SCALE. ARE BEING DONE: WHILE GRINDING, BASE � PAVING FLAGGER AHEAD (C-9A) SIGNS .SHALL'BE POSTED:WHEN C-�7 f1lFOlI111i f FLAGGERS ARE PRESENT (REMOVED WHEN NO. FLAGGERS 25 c-zr ARE PRESENT). THE INTERSECTION SHALL BE MADE .READY c� FOR TRAFFIC AT THE END OF EACH,WORK DAY BY.A MEANS. ACCEPTABLE TO THE CITY OF 'LA QUINTA FOR. OVERNIGHT. 4n W-1 (R .. - vet IMPERIAL IRRIGATION I.I.D. VEHICLE s i an c n c n EXISTING a DISTRICT OFFICE PUBLICPARKING EMPLOYEE PARKING LOT C. {, ' s� �� • S/®lmi -f Q 25 . AVE. 58 a Y.'a�oLr'%. ,.QSQSi x. cs.. `^•^..a- 'j''•iil .'tea''"" a"-=w-.��,. f y� •u�; _..y k:.�: •c'•v�.y., - ..��a R F.A WO . REA RK.AREA:- . ��3��Y.ova=a�"+3sa^`as'�d_�:�i•�e`������-...'�ti��� - .k ,� sL'�iRk..r.�-'01`iy�:. -��. 6_� ,�I•v'...._._ -".-.. ate-- -� ��.3:��'.'.�`''�F°,'.�sY�����t���...r��.`-'-_s.�,',�'�' � 5��' df.? .•�� ��t,-trT''-r�..".�'' :3�.� �"L'�C'tic� `,�.�,',�.�•�s.i�3�.":`-r e�..�,r-'�' r '•,.�'_��^`_'"�'\ . � �v�`!, �sY`�t.i •. 500 FT KEG o- , .w- 7 ' ,.. a FWU-► 25 :SEE NOTE 4 • .. -�' .. So 0�1r�. (n��•�V'1 S'�t� \ '� - EXISTING . NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.)2003'AND THE 2003 M.U.TC.D. CALIFORNIA SUPPLEMENT 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 QUINTA 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' TRAFFIC LANE WIDTH IN DAYLIGHT. HOURS,1 VAT NIGHT. THERE SHALL BE A MINIMUM ZBETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. IF THE CONTRACTOR NEEDS MORE ROOM TO WORK, FLAGGERS SHALL BE ADDED -WITH THE PROPER SIGNAGE.PER CALTRANS STD. T-13 DURING DAYLIGHT HOURS ONLY. ► 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 18, COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE & ALL BARRICADES SHALL. BE EQUIPPED WITH FLASHING LIGHTS.. WO FT 350 FT IMONROE ST. , ; u' W-1 (Rn. . . 1 SEE NOTk 4 1 0 KM ,I21 KEEP RIGHT 4R-1 *17 500 FT Eia N(I - c-23 55 Pmlect Name Street Improvements for Piazza Serena Prime Canhacw .. Traf9c Cwhd Co "Zw Forecast Homes Tops N Barricades-, Inc. Phone .. Repww By Bawd on S 4wd (800)852-TOPS Ron Fifield '. CALTRANS T-12 MOD ShW,NumW Date Permit NF TW, 2 of 3 7/12/05 To Be Issued on Approval I N IN E S NO SCALE C-23 ftOAD. WOM 500 Ft'`,-� M .rA< =4MONROE ST. K c4u A O 5li MR, Va R-i C-27 onanC-23 AdIMNL W-17 Ukld'PARKING R4 r (\W WSTING VV F� WOR�AlllWO.ARIJ) YO R T AVE. 58 500 IF � 3=., 4, 7 g 0- 0—XIII.., -I RJ-I lt7 MIT C-23 Wr OWN NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.I.C.D.) 2003 AND THE 2003 M.U.I.C.D, 1500 FT EXISTING CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF AM-vd By Dato Spwd Unh 55 DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH" TRAFFIC CONTROL PLANS. Street Improvements for Piazza Serena C"Mv= Pdm actCwad 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10'TRAFFIC LANE WIDTH IN DAYLIGHT HOURS, lVAT NIGHT. THERE SHALL BE A MINIMUM TBETWEEN THE EDGE OF CUT AND THE contrm Traft Forecast Homes Tops N Barricades, Inc. NEAREST TRAFFIC LANE IF THE CONTRACTOR NEEDS MORE ROOM TO WORK, FLAGGERS SHALL BE ADDED WITH THE PROPER SIGNAGE PER CALTRANS STD. T-13 DURING' DAYLIGHT HOURS ONLY. Phm pmpemd By Bond on iw� 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. (800)852-TOPS Ron Fifield CALTRANS T-1 0 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE & ALL BARRICADES SHALL —ShW Nodw DM Nwnbw L BE EQUIPPED WITH FLASHING LIGHTS.. 1 of 3 7/8/05 To Be Issue I d on A pproval TRAFFIC CONTROL TO BUILD THE CURB& GUTTER AND ADDITIONAL PAVEMENT (AT LEAST 171 FOR SHEET 2) I.I.D. VEHICLE & EMPLOYEE PARKING LOT IMPERIAL IRRIGATION. DISTRICT OFFICE NOTE: IF ANY EXISTING STOP OR STOP AHEAD SIGNS ARE KNOCKED OVER, THEY SHALL BE POSITIONED. IMMEDIATELY. ,.MO - NROE ST.. W-i (RT) SEE NOTE 4 W-1 (RT) C-1 7 T 500 I 30 F VEEP RIGHT MIT 500IFT C-23 Data Sp-d 55 .-nts for Piazza Serena Trwk Controlcawe= Tops N Barricades, Inc. PMPWW By Based on SWrWwd Ron Fifield CALTRANS T-12 MOD eta peftmmtm 2/05 To Be issued on Approval C-23 I 4t'MONROE ST. 'iRO�'11D-� {{ 00 F •� cU�l� a �'' ":VMORK C-1 f s W $ ANEAOir 500 FT s TRAFFIC CONTROL TO INSTALL R _ s Q4 NO SCALE , 350 FT .x 6» A. C. DIKE ON EAST SIDE OF -1(RT) MEDIAN C-17 N�1 > 1 e �o �T 25 if t • - k4 xz1 � s t �: * l z C 23 , A. C. DIKE s W44 W 1 (fin IMPERIAL IRRIGATION `� I.I.D. VEHICLE & ` EXISTING R_, DISTRICT OFFICE vim-' rytxl �; NF,T PUBIC PARKING EMPLOYEE PARKING' LOT �10� 1 t t rt (� ��^ j 4 C-17 w,R NFE� ' ,. >,O , ,ate..,. i 1 . 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ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.) 2003 AND THE 2003 M.U.TC.D.ANC#Q- CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF Apwo-d By Da% spew unm DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 55 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH PM*dNeme TRAFFIC CONTROL PLANS. Street Improvements for Piazza Serena 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH IN DAYLIGHT HOURS;1VAT NIGHT. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE Pmre C dracw T'aftGO *dC m= NEAREST TRAFFIC LANE. IF THE CONTRACTOR NEEDS MORE ROOM TO WORK, FLAGGERS SHALL BE ADDED WITH THE PROPER SIGNAGE PER CALTRANS STD. T-13 DURING Forecast Homes Tops N Barricades;. Inc. DAYLIGHT HOURS ONLY. fine "-wsr 8-T-swwwd 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. (800)852-TOPS Ron Fifield CALTRANS T-12 MOD 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE & ALL BARRICADES SHALL nee, oe+e Pemii Humber BE EQUIPPED WITH FLASHING LIGHTS. THIS PORTION MAY ONLY TAKE 1 DAY DEPENDING ON THE CONTRACTOR. 3 of 3 7/12/05 To Be Issued on. Approval 1