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4508NQ—�E; - ; •► With proper validation this formcorstilutes n encroachment permit �,_ �J., CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION '(ENCROACHM ENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III DATE: September 23, 2005 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Rancho Santana TM 31202; Avenue 52 and Monroe St. (Street address or Description of Location) PURPOSE OF CONSTRUCTION Off —Site street improvements DESCRIPTION OF CONSTRUCTION See PSN 05154 DIMENSION OF INSTALLATION OR REMOVAL Bee PSN 05154 SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN October 3, 2005 Sketch (attach construction plans if appropriate) #2) Larry Jacinto Construction, P.O. Box 615 Menotne, CA 92358 t(909) 794-2151 458118/6207 Lexington Insurance Co. 1070439 07 C. APPROXIMATE TIME OF COMPLETION March 15, 2006 ESTIMATED CONSTRUCTION COST $ 567,000 + 224,000 m 791,000 (including removal of all obstruction, materials, and debris, backfillin com- q action' and placing g p p g 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 theNime when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit antltall applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this wor"M John R. Pedalino 578-6915 Signature of Applicant;or Agent Desert Cheyenne, Inc. 78401 Hwy 111 Suite "G" La Quinta,�CA 92253 777-9920 Name of Applicant (please print) Business Address Telephone No. #1) Granite Construction 38000 Monroe St. Indio,.CA 92203 775--7500 Name of Contractor and Job Foreman Business Address Telephone No. 0089 3501 Contractor's License No. City Business License No. Valley Forge Insurance Company GL 2 4921 ; 16 Applicant's Insurance Company Policy Num _ FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs ' Private improvements: 3% of estimated construction costs Minor, Improvement Permit — Class IV: See attached schedule Inspection Fee $ 23,730.00 Permit Fee 100.00 Pee al'ty As Built Dep (1,000.00) Cash Deposit -Surety Bond ` if required TOTAL: $ 24,830.00 Receipt No. Received by Date } 4508 ' PERMIT VALIDATION PERMIT NO. 4 qa DATE APPROVED EXPIRATION DATE .7 + a� DATE ISSUED Administrative Authority Recorded by Telephone: (760) 777-7075 r, - : � �. 'Y _ { ••. — ' " `` - � �Gn G� SG•••��t;�•. C/\ � � � CZL � + I . � j�f O� I �� �Lfv•.l 1 � � �, " , • G,d �. POLO u f `�✓ 1�J'.: -+ NO SCALE - • . A•" _ - �:.' . ' -� •. - CLUB - SOUTH W,7 500 FT i - ENTRANCE _' • c ` , EXISTING Wn y _ Ii, C-23 • �>4 ti ;,, TRAILER N PARK o , r EXisn c AVE. 52 .r+v •,..- ^,rrY L¢s= z:is+ t-sr, •ar. �1.; k Y .kr �v,; r . O r . ir..:iiv�±.ii'.'i�t�' ��" w lgq',-_.'rm'.u;';Z .'a�4e. •Kx'��....'�?�. •.>i' L _ ,J a�> :� .'+�rd.Sf+;a�,:F 'm t :: <c'W°R,c_iVK.:zbs,...g - ..,rn... W:cart� .r� ' ,r"F��i Kt-".7-a 'v--.• :��•>~>� l-4J. +�':Fl.� �:d.11YL?.1:J� - >...•t�3+e3i�.S•m ).-`•l� �:d:i•'S`ti+` `�Lv�. c C�-.a ti.:. - 7 ,v . 3vs�:r• .:.a, :?' .•'cr- ,r •o - •.as•�.,... .c.:'v. o 'n--s_^t�.�,y x.. - w 7. t.. ,'-t,�,.`�w`.`�3�� fi?'..- .w > , ._-' -», - - , eta ... _ .. „ ,"" `ry^' - r .i' :a . r., ;xr^ ••�'.^ �M r• ..s5. .#e' • t ^ .�S fit,.. a . ♦♦ t: He§- �w'-''w: :� - .m, r ;..�.•� .sir . 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T . r�°'a sf v"P�^_8''YM'� .`�'.rwT,C3a4'aae' ~ - _ _ w`."3k�,..i_''a� lY �Y {.. - "� ' � ' ' 3S••>�'��i .Y'.. `i°Ss''�irz`�•x._._,o-.:'3Lt"''-t''T. - - :�S.�ti"ri.-m.'....�w;.w3-�"�....�',F"o"ed.,�' �?x , '.^c.F�•' ^'2:^ "±,�aS'v, . .«r ,.�r...s_ _ -.•.,. --'»r• =.r�" - -3:-. , , FT EA �O�RAREk 500 r�{OR WOR A ,f 0 FT ORAR _ Fu "raa cri 23 y G NC-2 7. r' * �tV9 •G • _ - "4�7 III ,._ * - - " -f' SEE NOTE EASTING . t . } ; �. 3: r 'CAMINO • :..o t EXISTING ON 'MODE LO :. 1' HIGGINS CT. an SEE'NOTED -�( DEft Spa umn :\ _ x. Street Improvements'forTraci # 31202-1 500 FT ; •T�° PHASE 1: CONSTRUCT'NEW-CURB &-GUTTER -art Granite Const. To N Barricades, Inc. P AND PAVEMENT' COURSE) (800)852-TOPS Ron Fifield CALTRANS T 10 ROW Munbw ON SOUTH & WEST SIDES: F �-� Pmmh Nunber 1 of 2 12/6/05 - To Be.,lssued on Approval • ' NOTES: 1. -ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL_ BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND` , THE CALIFORNIA SUPPLEMENT.. - 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAF,ETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA, INDIO AND)OR COUNTY OF RIVERSIDE REPRESENTATIVE. " 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME iN ACCORDANCE WITH TRAFFIC CONTROL PLANS. t 4. CONTRACTOR SHALL MAINTAIN A MONIMUM 107RAFFIC LANE WI DTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2'•BETWEEN THE EDGE OF CUTAND THE ; , , NEAREST TRAFFIC. LANE. -5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. - .I - ` - 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL REFLECTIVE AND ALL' BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. 7. IN THIS PHASE ADDITIORAL TEMPORARY ROAD SHOULD BE ADDED FOR PHASE 2 SHIFTING TAPERS. THIS TEMPORARY ROAD SHALL BE CONSTRUCTED OF A a MATERIAL AND METHOD AGREED UPON BY THE CO NTRACTOR AND THE AGENCIES INVOLVED. LENGTH SHALL BE THE SAME ORA LITTLE MOREAS.SHOWN ON SHEET 2 FOR THE SHIFTING TAPERS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE PROPERTY OWNERS ON THE WEST & THE SOUTH SIDE TO USE MON ROE ST; THIS LAND (BOTH PROPERTIES ARE UNDER CONSTRUCTION FOR HOUSING DEVELOPMENTS AND WILL•PROBABLY HAVE TO DONE THE SAME STREET IMPROVEMENTS). - s y i ,"' a N W�E s NO SCALE AVE. 52 500 FT r� 111 j 250 T W-1 (Rn Approved sr Date Speed uml, 55 Project Name Street Improvements for Tract # 31202-1 PrMe ContrecAx Traffic control contractor Granite Const. Tops N Barricades, Inc. Phone Prepmed By Based on StenOe,d (800)852-TOPS Ron FifieldShM N/A r 2 of 2 12/6/05 To Be Issued on Approval C-23 au REMOVE EXISTING DOUBLE YELLOW LINES AND 500 FT 4 REPAINT PER CALTRANS DETAIL 21 TO NEW � C-17 TAPER. THE TAPER SHOULD START ATA POINT 9Wree, , 11 FT (11' LANE FOR SOUTHBOUND TRAFFIC) FROM POLO COVER EXISTING 35 THE WEST EDGE OF PAVEMENT AND JOIN EXISTING CLUB & PLACE A STOP LINE ABOUT 100' FROM THE INTERSECTION (SPEED SOUTH SIGN ON A W-17 FOR TAPER LENGTH SHOULD BE NEAR 0 MPH BARRICADE AT yy TI 500 FT BECAUSE OF THE EXISTING STOP. SIGN) ENTRANCE INTERSECTION C-30 600 FT IF BASED ON 50 MPH COULD BE 250 FT IF TRAFFIC DOES SLOW TO 35 MPH THIS TEMPORARY TRANSITION WAS TO BE BUILT IN PHASE 1. W-1 (LT) W-17 C-1 n., EXISTING U 00 FT5 awl ,III C-,7 4 van mm GC 35 M -17 P ie CAMIN( p �4 MODELO EXlsnec I!r INSTALL DOUBLE YELLOW LINE PER CALTRANS DETAIL 21 ON NEW PAVEMENT BUILT IN PHASE 1 rrunnnaw 1 a\Ir0 C%Llal 1 ■al\IIaallaa AAr saner PHASE 2: REMOVE EXISTING PAVEMENT, CONSTRUCT MEDIANS, NORTH SIDE IMPROVEMENTS AND REPAVE. NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON LIN FORM TRAFFIC CONTROL DEVICES (M.U.T.C. D.) AND THE CALIFORNIA SUPPLEMENT. . 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BYCITY OF LA QUINTA, INDIO AND/OR COUNTY OF RIVERSIDE 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 11' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEARESTTRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. 7. ALL TEMPORARY STRIPING SHALL CONFORM TO CALTRANS STANDARDS. ALL CONFLICTING STRIPING SHALL BE REMOVED. AT END OF THIS PHASE ALL TEMPORARY STRIPING SHALL BE REMOVED COMPLETELY (MOST WILL BE COVERED WHEN FINAL ASPHALT OVERLAY IS DONE). 8. THE INTERSECTION OF MONROE & AVE. 52 IS TO BE COMPLETELY REMOVED AND REPLACED. THE REMOVAL EXTENDS APPROXIMATELY 200' NORTH ON MONROE & 700' ON AVE 52. THE PROPERTY ON THE NORTHEAST CORNER HAS A FENCE ABOUT 12 TO 15 FEET FROM THE EDGE OF PAVEMENT AND THE SOUTHEAST CORNER IS A DATE GROVE WITH A LARGE DIRT BERM ABOUT 10 FEET FROM EDGE OF PAVEMENT. THE DECISION ON HOW TO HANDLE TRAFFIC OF THIS WORK SHOULD BE MADE IN THE FIELD BY THE CONTRACTOR AND THEAGENCIES INVOLVED. FLAGGERS DURING DAYLIGHT HOURS (WITH THE PROPER SIGNAGE OF CALTRANS STD. T-13) r MOUNTAIN SPUR DR. C-23 C-17 mmm vow 35 -17 cu REMOVE EXISTING DOUBLE YELLOW COVER EXISTING LINES AND REPAINT PER CALTRANS & PLACE A STOP DETAIL 21 TO NEW TAPER. THE 41b SIGN ON A TAPER SHOULD START AT A POINT INTERSCECTION DE AT 11 FT (11' LANE FOR EASTBOUND a :.:: TRAFFIC) FROM THE SOUTH EDGE OF HIGGINS CT. PAVEMENT AND JOIN EXISTING LINE ABOUT 100' FROM THE fo + `Z' INTERSECTION (SPEED FOR TAPER G3o LENGTH SHOULD BE NEAR 0 MPH BECAUSE OF THE EXISTING STOP SIGN) nL T IF BASED ON 50 MPH COULD BE T IF TRAFFIC DOES SLOW TO 35 MPH TEMPORARY TRANSITION WAS TO BE IN PHASE 1. W-1 (LT) 500 FT w-e c-1 �E'TOUN 4,6 'Wool 500 FT C-17 Q 35 C-23 ;tircr�F MONROE ST. 0 I ., -- • Lam Date: SEPw.` 1005 " Location of Construction: Rancho Santana " Tract 31202 �•* Avenue 52 e Monroe St. ,Purpose of Construction: Offsite Street Improvements ; r Description of Construction: See Plan Set # 05154 Dimension of Installation or Removal: See Plan Set #65154 • Approximate Construction Start Date: - ' 10 / 3 / 05 Approximate Construction Completion Date: 3/15/06 Estimated.Construction Cost: $ 567, 000: 00 -t 22L1; 008 = 191 ; 0 0 0 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back-611iog, compaction and Placing permanent resurfacing and or replacing improvements i F1, PUBLIC WORKS DEPART APPLICATION FOR PE 9/22/05 NO. A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED - Applicant'or Contractor General Liability,Insurance Company: • ; Valley Forge Insurance Company ' Applicant or Contractor General Liability Insurance Policy Number: " GL 2 4921 89.16 Office Use Only: ` Inspection Fee:3-doe 373 Permit Fee: , / As -Built # Deposit —'t; } tr� �u Dust Control / • Deposit: Credit , • Amount: • yr TOTAL FEE DUE: �.03 d• s r . Sep 21,05,09:27a James Herington 951-600-2611 DEC-29-04 WED 10:57 0 GRANITE CONSTRUCT10H 'PH)t Nu, 1bu"Doee" 1, Vy Al CACI4mCN'r "A" J1>it.,Eli3:.C11L•1�NI?,_r;��, ' IRA MQZ,.&W43.Z MONROF. STRUT i.A c�t7�GAl.l1%ORid[/1 r?FCF,MpEU2,3404 1 AVF S2 AND MONR2E_S'1•R1 7 rm-M 91 0.41' A.C. PAVEMENT 254,000 SF F $1.42 $36D,680.00 17EM 02 0.50' AGGREGATE BASE 254,000 SF 0.40 101,600.00 ITEM 93 WEEDKILLER 254,000 SF ®- 0.01 2540.00 WPM 1114 A.C. DIKE 12,700 IF 8 4.00 10.800.00 ITEM 05 SAW(,'U•f AND JOIN UO LF ® 4.00 440.00 iTFM 06 . Ptn.VF.RL',l; PAVI vivif )28,600 SF Q D.20 25,720.00 ITEM 97 IFAR1'FIWORK 1 LS © 45,000.00 45,000.00 TIT;M 98 "TRAFFIC CON'l'KOI. 1 LS ® 2.0,000.00 0.w SURTOTA(. TI P11ASL 1 ONSITF.' ITEM 111 V A.C. TOP COUIVS1, 176,400 SF _c(1J 0.32 56,448.00 ITEM 112 2• A C. DASF. COUILSF 176,400 SF (n] 0.59 104,076.00 ITEM M3 4.5" AGGREGATE BASE 176.400, SF © 034 30,976.00 1)-FM n4 WEEDKILLER 176,400 SF (y 0.01 1,764.00 SUBTOTAL 111 Q�T NS n1:Mn1 11A.C.TOPCOUR.S]'s 94J00 SF ((4032 30,116.00 ITEM 92 2" A.C. BASE COURSE 94,300 SF 0.59 55,637.00 TtVM 83 4.5" AGGREGATE BASE 94,300 SF 0.34 32,062A0 1'IIN 04 WEEDKILLER 94,300 SF ® 0.01 943.00 SUBTOTAL -TITKIT M. IV:PI IASL• 3 ONSf rF ITEMS] I*&C.TO? 000RSE 46,800 Sr Q 0.32 14,P76.00„ ITEM 112 2" A.C.1)ASF. COURSI: 46.900 Sr n 0.50 27,612.00 I'll-M03 4.5- AGGREGATE BASE 46,800 SF 0.34 15,912.00. TfFMN4 WF;gDK1LLER 46,900 Sf 0.01 469.00, SUBTOTAL v r1IA';F,9,QNSITL• II'F.M 01 I- A.C. Tor COURSE 90,600 ST' (S 0.32 28,992.00 nvm 02 2" AC. BASE COURSE 90,600 SF n 0.59 53,454.00 rrFM 43 4.5" AGGREGATE DASE 90.00 SF to 0.34 30,804.00 ITEM A4 WP:F.DKILLEft 90,600 SF © "I 9D6.00 SURTMAL 'COTAL BID $1,080,926.00 S_rIPrJ1 AVj)r4S and %M. 1AI. CONDMONS: I. 1212RJU (L Fa'��a11 FNGJNEERING, INSPL•C370NS. SURVEYING; PeKmrr FEES - SOIL TESTING • CONSTRUCrION WATER COST. IMPORT OR L•XPORT Of FARTH MATERIALS - SURE•TY BOND - SIUNAGE & STRIP d - MANI K)LE & VALVE AW USTMENT - SEAL COAT - 01,00MING & CLEANING NtrWEEN PAVING.COURS&O UNT -..... UROL 2. FINAL BILLING WILL BE nMED, UPON MEASURE•MCsNT Or ACTUAL. WORK PERFORMM' AT UNIT PRiCGS HEREIN 5rwrE. 3. 1NCRGAS&S IN MA 11:kIA1, AND LABOR COSTS b YOND A NF 30.2u1U SHALL DE PASSL•D ON TO OWNER 4. OUR DID INCi.1JDI=S THE FOLLOWING MOVE -INS A. ONSITE PHASE I & 2 A.C. BASE COURSE 1 MOVE B. ONSITG PIJASB 3 & 4 A.C. 0 SF COURSE 1 MOVIE C. ONSITB PILASC I & 2 A.C. TOP COURSE I MOVE D. ON.Srrk PHASE 3 R, 4 A.C. TOP COUR!%F. I MOVE E. OFFSITE DASC-PAVE AND rXCAVATION L MOVE 5. ONSrrr. ROUGH GRADING AND COMPACTION TO PLUS OR MINUS 111Rf-T: TI•:WTIIS Or A FOOT L►0.301 SHALL BE PERFCNtMI;i) UNDER GRANITES CURRENT LAHOR AND EQUIPM04 T RENTAL RATta, 6.. DID MAY lit: RF VISED UPON RECEIPT OF APPROVS0 PLANS. 7: kFxFX IONS TO DE PAID WITIIIN TIIIILTY FIVE (35) DAYS AFTER EACH MOVE IN. R. DUST COWI ROL ONLY WIIILC• WORKING. 9 OWNER SIIALL PROVIDE DLSPOSAI. AREA FOR MTSFTE EXCAVATION WI'1+11N 600 L.F. OF NW. I)TII. .TNG SELF LOADING SCRAPFRS. IO.w.Rms AND CONDITIONS Or TI IIS PROPOSAL Sf IAI.1. [if. INCLUDED IN ANY CONTRACT I'RVPARI:1) BY OWNERS. p.3 OP ID DATE (MM/DD/YYYY) G AORD CERTIFICATE OF LIABILITY INSURANCE. GRA-225 01/11/05 PRODUCER r THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIO McS'herry 6 Hudson ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Granite CQnStrugtion Division HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 575 Auto Center Dr. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOV Watsonville CA 95076 Phone:831-724-3841 Fax:831-724-7574 GRANITE CONSTRUCTION COMPANY P. O. Box 50085 Watsonville CA 95077 rr1\/FRAr,FC INSURERS AFFORDING COVERAGE I NAIC # INSURER A: Valley Forge Insurance Co. INSURER B: INSURER C: INSURER D: INSURER E: 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. INKPOLICY LTR NSRO TYPE OF INSURANCE NUMBER POLICY EFFECTIVE DATE MM/DO/YY I POLICY EXPIRATION I DATE MM/00/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE S 2,000,000 PREMISES (Ea occurence) S 2,000,000 A X X COMMERCIAL GENERAL LIABILITY GL 2 4.921 89 16 10 / 01 / 0 3 i 10 / 0 1 / 0 6 MED EXP (Any one person) I S NIL CLAIMS MADE � OCCUR I X Contractual Liah PER FORM CG0001 10/O1 ( PERSONAL BADVINJURY Is 2,000,000 BROAD FOAM PPTY DMwIAGE X XCU Hazards GENERAL AGGREGATE IS 10,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG I S 2,000,000 I POLICY X PRO n LOC JECT AUTOMOBILE LIABILITY X ANY AUTO BUA 2 4921 89 47 10/01/03 10/O1/06 COMBINED SINGLE LIMITA (Ea accident) IS 2;000,000 BODILY INJURY (Per person) S ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) j I S X I HIRED AUTOS 1 NON -OWNED AUTOS Fx—lContractual Liab. PER FORM CA0001 10/01 PROPERTY DAMAGE (Per accident) I S GARAGE LIABILITY j UTO ONLY - EA ACCIDENT S ANY AUTO THANEA ACC j S rOLFHER O ONLY:P, AGG j 5 i EXCESSNMBRELLA LIABILITY u OCCUR CLAIMS MADE I 11n fEN 0i0) SAYS IN THE EVENT NON-PH'fl 11 IkCE V'IILL N G7 Q, �ANCELLa I !CAN FOR OF PREMIUM EACH OCCURRENCE I S AGGREGATE I S Is DEDUCTIBLE I i $ I S RETENTION S WORKERS COMPENSATION AND I X TORY LIMBS I ER I A EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? `,jC 2 4922 51 71 10/01/04 ' 10/01/05 E.L. a CH ACCIDENT IS 2,000,000 E.L. DISEASE - EA EMPLOYEES 2,000,000 If yes, describe under SPECIAL PROVISIONS below I E.L. DISEASE - POLICY LIMIT I S 2, 0 0 0, 0 0 0 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (GAI) JOB #225-652 PAVING AT RANCHO SANTANA TRACT 31202 CFRTIFICATE HOLDER GANGtLL.AI IUN HERRING SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATI( DATE THEREOF, THE ISSUING INSURER WILL dMQRQ00QMIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, L HERINGTON DEVELOPMENT, INC. gBbjgA;IdPejjmatiFtIfft,%R 40960 CALIFORNIA OAKS RD, #283 MURRIETTA CA 92562 AUTPIORIZED REPRES54TIATIVE ACORD 25 (2001/08) RPORATI t, r PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 9/22/( Location of Construction: Rancho Santana Tract 31202 Avenue 52 & Monroe St. Purpose of Construction: Offsite Street Improvements Description of Construction: See Plan Set # 05154 Dimension,of Installation or Removal: See Plan Set #05154 Approximate Construction Start Date: 10/3/05 Approximate Construction Completion Date: 3/15/06 Estimated,Construction Cost: $ . 224, 00 , 'Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, ck-filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name:: John R. Pedalino Phone Number: 760 578-6915 Name of Applicant: Desert Cheyenne, Inc. Applicant Address: 78401 Hwy. 111 Suite G La Quinta, CA 92253 Applicant Telephone Number: 760 777=9920 Name of Contractor: wry Jacinto .Construction, Inc., Contractor Address: PO Box 615 Menton, CA 92358 Contractor Telephone Number: 909 794-215 Contractor State License Number: 458118 Contractor City Business License Number: 6207 ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company: Lexington Insurance Company Applicant or Contractor General Liability Insurance Policy Number: 1070439 Office Use Only: Inspection Fee: —7 Permit Fee: A r o O -� As -Built Deposit ,, t7 d0 Dust Control Deposit: Credit Amount: TOTAL FEE DUE: Office Use Only: Assigned Permit Number. Approval Date: Expiration Date: Issue Date: Administrative Authority: 'c,oA 10/ GGGO 04. C)b 'dUdJ24/4131i AVRORA PAGE 01/01 F'Crosby C0LR CERTIFICATE OF LIABILITY INSURANCE OPID DATE(MMIDD/WW) o JACI-AR 06/15/05 ER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE opper Isis.Service, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Box 31150 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ANAHEIM CA 92809 Phone:714-221-5200 Fax:714-221-5210 iINSURERS AFFORDING COVERAGE ;NAIC# INSURED -- j INSURER A: Lexington Insurance CO. fI INSURER B: GOLDEN EAGLE INS.CORPORATION Larry Jacinto Construction Inc I INSURER C: AMERICAN Ram ASSURANCE Co. - P.O. Box 615 --- I-- - INSURER D: NE. ZNTNL.. SPECIALTY LINES INS - Mentone CA 92359 P.Mr. • INSURER E: 1 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREIAENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. INSR pUDME - I —' rPOLICY'EE1=EC71VE'fP 'LICTEIF11 1Tf0 1 ---"'-"-""......— LTR INSRD TYPE OF INSURANCE POLICY NUMBER , DATE (MM1DDlYY ! DATE MMIDD/YYI i LIMITS i GENERAL LIABILITY A I }[ % , I WH OCCURRENCE I I S 1 , 000 , 000 .i $ 50, 000 ` _ ; I COMMERCIAL GENERAL LIABILITY $ 1070439 06/01/05 06/01/06 I P%MDAfaXSE3 Eauccuraiw) -^ - { I • $ NIL CLAIMS MADE i t OCCUR ( ) D EXP ME (Any one person) IXIiOwner/Cont Prot. I• 1 ' ; 'PERSONAL BADVINJURY s1,000,000 Ix !Contractual G j I ENERAL AGGREGATE- S 2 , OOO , OOO ( I GEN'L AGGREGATE LIMIT APPLIES PER: j PRO- (— POLICY �, PRODUCTS_ COMPIOP AGG ! I S 2 , 0 0 0 , 00 O I JECT ) •: LOC' ! % AUTOMOBILE UABILITY � ANY AUTO II I COMBINED SINGLE LIMIT BA9857132 (Ea accident) 06/01/06 S1,000,00006/01/05 i� ALL OWNED AUTOS I S I r SCHEDULED AUTOS BODILY INJURY 1 (Per person) I LE- IIIRCDAUTOS '_— I VIO����WWeeE ! — . X 1 x NON -OWNED AUTOS Pis % j I BODILY INJURY A I I (Per accident) I' 110 I------ — ( S i Damage r I PROPERTY DAMAGE % I I (Pel a=dt"11) S , ' I GARAGE LIABILITY I t ! AUTO ONLY- EA ACCIDENT S ANY AUTO i .. (.'-�-. _ 'OTHER THAN EA ACC S _ $ . t I AUTO ONLY: AGG EXCESSIUMBRELLA UABIUTY I %EACH OCCURRENCE S B r OCCUR — I CLAIMS CII9852096 06/01/05 06/01/06 (AGGREGATE S I DEDUCTIBLE ; •RETENTION ST2YLjpjO , S WORKERS COMPENSATION AND I X , WC STATU- I TORY LIMITS I C EMPLOYERS' LIABILITY ER 1• WC3287693 01/01/05 01/01/06 jE.L.EACHACCIDENT 31000000 �ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? • If yes, describe under f----^^'--"'----^- --I"'•i I E.L. DISEASE - EA EMPLOYEE( -'--- 5 lOOOOOO 1 SPEC UALPROVISIONS below i E.L. DISEASE - POUCYLIMIT I S 1000000 - OTHER I I 1 AiProperty/Scheduled I0622157 I 06/01/05r 06/01/06i See Desc D 1Pollution ! Liab ICPL 1437057 06/01/05 1 06/01/061 aggregate $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS *Except 10 Days Notice for Non -Payment of Premium. Desert Cheyenne, Inc.; James O. Herington Development, Inc., Oak Tree Industries, Inc., Desert Elite, Inc., Ehline Development Co. are named as Additional Insureds. RE: Job #04834C Rancho Santana. Tract #31202 Ave 52, Indio, CA.'(xx) CERTIFICATE HOLDER CANCELLATION HERINGT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATI DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL * 30 DAYS WRirr& NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 90 SHAL Herington Development, Inc 40960 California Oaks Rd. #283 IMPOSE NO OBUGATION.OR LIABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Murrieta CA 92562 REPRESENTATIVES. AUTHORIZED REPRESENTATIV \t, ACORD 25 (2001/08) ACORD CORPURAFIUN 19 a p.2 Sep 21. 05. 09:2S7a James Herington 951-600-2611 4-on-2005 FRi 03.03 PM LARRY dACtun CO1ST FAX Ha 9097949382 P. 01 uv Larry Jacinto Construction, -Inc. C ° • 1 GENERAL ENGUMEMNG O019RACTOR P4.91"615-Mon1m.CA 9230 Phmm(9"7M-MS1 Fa(M)714- M t144E110 PROPOSAL prom 95167T8415 NEPJNG10N DEVELOPMNT mx- 951600-1611 4MO MIFORNIA OAKS RO. S 283 MURRIETA. CA 925M Art; GREG Project TR 0 312021 d /fr1 August 26, 20M AVE 52 PROPOSAL NO.: C54841 LA QUANTA Larry Jodnlo Consbuolion, from proposes to pWldo the necessary arOtNiaLs tabor, and equipment to aonvsm Dre Work OUGhed bek w. 13td Ae0crintton glaft Me LIM TOM s CURBiGU)Tt RST0201 3500SF 1215 42575.00 W CURB ONLY BTD 210 4355 LF 11 A0 49847.00 e' CROSS GUTTER & SPANDREL stl) 209 2n55 SF 9.05 26742.75 B EXPOSED AGGREGATE . 1860 SF 930 1543BAO EOUESTRIAN RAMP DET SHT 3 F 4 EA SM00 3640.00 4' ADJACENT SIDEWALK STD 204 2365 SF 3.35 7922.75 4' MEANDERING SIDEWALK STD 245 21605 SF 3.55 7634276 ACCESS RAMP (SCORE ONLY) STO2$0, CASE S EA 150.00 �A0 INCLUDES ORA06 & COMPACTION FROM «OR- ,s EXCLUDES DFAMR10K LJC IS NOT RESPONSIBLE FOR DELAYS DUE TO MATERIAL SHORTAGE& jff_0C6M!h rsrkew par oh m as m rodeo and dea(0e rdretloreae w4/ be rearrfned b erart Ure soeoiilo �bgtfon tiW Bead>ravr halo Inonxmlra 11mm u soon uus me cgnhaded. Proposal cordlions aKxhod as ElAibit A' A0 work to be completed In a substantial and workmanlike manner a000rdirg to standard prodices (at the stm of TMIMMMITWENTY-THRECTNOUSANOTWOHINIORFDOMIT 62S Dollars S 223JOB26 TEMS: Paymards to be made bl reety ae the Wok prognessec m ole amue of 609i o1 as work oomptoted Theatre re ammmt of contractio ba paidwsbin 3d days after com ftDori Any aWa►ion or dr vlafti ham LIM 8I)MO apedlioaftm kmMng MbM costs will "be emeculed upon writ m orders for came, and will b000me an e3ere charge over he sum mentioned in ttas contrail. All agreements must be made In writing. tioNvm awrrx (<.N«nwcwN.e..rr.rP�..1 Yir,MNY.rl Yo1M�WNW.WM, IIrN.Ow reerp.mrn ry+rryuw rru r^nylss,srv�a v.rwua r..wr.r. �,praur w.wyrsr rq.q. uia.wwwrr*�vNww..rlN.ameasq�,a••� RatDeghdNsubml0edby. v.+NrsranY +, rr.+•nnm Nw�l bw~,ao'o�e Jon B. kUisken. Project Llanaw Imitator W.yw.nwa+.n.nr.nra rswo.r.mmernw..r r.own.w+rar.elw.arewewaw..we.�nNiwr�s lanY JOWItOCMSUYdid1. MC- ' �4'w�rWll Na. w.,.Nho,rr.Sw.drw�m.nr b,r, - r�InwO,wlrwwsaw�rmwNlM ww.r MNMAw. _ wgpwmbawgrW.nlwwL�.qrNlarw�Y Wrtw NIJItl00w WIYfd Conlrodors are rewArad by law to be floo-sed and R u1eftd by the CcnfrdQors State Ixense Board. Ally Quedion eonoerning a corftclor.maybe referred to the Jeglmr of the board Whose addrem W euerabre Seat ureNo 0=4 I= 111$11"t SWOMM. Como IM4 ACCEPTANCE By skjrirmj below, Bova Proposal becomes a legally Eirrdrrg conlrad subject to t11e terms end cordRons oarftned herein. ACCLFTED BY Title: Dwo: `r ' PERMIT NO.4508 Rancho Santana/Off-Site, Improvements/Tract No. 31202 In addition to the standard permit conditions, the following shall apply: 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. Rancho Santana / Desert Cheyenne, 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 5. 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 riot 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 .it, l ' 1 ,a' 4 PERMIT NO.4508 Rancho Santana/Off-Site Improvements/Tract No. 31202 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 t periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:3.0 p.m. Saturday 8:00.a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday . 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 P.M. 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) 2.15-6894 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 � j n � i .. '. ' PERMIT NO.4508 Rancho Santana/Off-Site Improvements/Tract No. 31202 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.. IT. 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 § I (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.4508 Rancho Santana/Off-Site Improvements/Tract No. 31202 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. . 1.9: 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 all 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 in 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. Special Conditions Page 4 of 5 6 :p . t I s I PERMIT NO.4508 Rancho Santana/Off-Site Improvements/Tract No. 31202 C. Permanent pavement replacement shall be installed using a City approved .%" 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-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: . . • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the saw' cut 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/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 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 subject 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 ��F. i r ,1 ' ' City of La Quinta The following General and 'Special Provisions are attached to and made a part of �,. Permit Number 4508 The following 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: Pennittee 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 (%") to one foot ❑ 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 pattem. Surfacing between the property line and the existing road paving shall be two and a half inches (2 'Y2") 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. �.p b :e I , , City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of V, I,a 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 (Y) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and.compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 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. 4., ok. I' f. 1 � , A� 1 O " A w�E s POLO NO SCALE CLUB SOUTH C-90 ENTRANCE LANE f. CLOSED w. _au ENDS cn c-n ROAD WORK /\ iO�tF11'`. .(j• RREHCH AVE.52 .+a••",y :.L:t:�.<�.--.sy-+a...�,.�.r...c.. p�` r.� ,ems 'a...,; ._�v,w.. r�i.=, OF k 7— T*_ 7 500 FT 500 FT 250 T w-1(RT) 600 FT IF BASED ON 50 MPH COULD BE C-23 C-1 /� \ 250 FT IF TRAFFIC DOES SLOW TO 35 MPH THIS TEMPORARY TRANSITION WAS TO BE �:A►�►. 35 `�"�D� BUILT IN PHASE 1. W-e 25 COVER EXISTING & PLACE A STOP SIGN ON A BARRICADE AT INTERSECTION C-17 C-23 \ ROAD WORK C-1 AHEAD 35 ETOUR' HEAD W-17-�7 ll w-1 (RT) / . 500 FT 1; . W-1 (<T) TRAILER PARK 500 FT REMOVE EXISTING DOUBLE YELLOW LINES AND BID REPAINT PER CALTRANS DETAIL 21 TO NEW ROADWORK TAPER. THE TAPER SHOULD START ATA POINT / 11 FT (11' LANE FOR SOUTHBOUNO TRAFFIC) FROM THE WEST EDGE OF PAVEMENT AND JOIN EXISTING LINE ABOUT 100' FROM THE INTERSECTION (SPEED FOR TAPER LENGTH SHOULD BE NEAR 0 MPH BECAUSE OF THE EXISTING STOP SIGN) W-1 (LT) W-17 C-1 C-23 R,+ * C-17 ROAD -• O n/4�0 (j1:11 ARC D C-30 E - w AREA+� � WO A . ,;u' LWORK A I C-17How vw �j KEEP 35 RIGHT ' , nA0 CAMINO E o OUTINGMODELO INSTALL DOUBLE YELLOW LINE PER CALTRANS DETAIL 21 ON NEW PAVEMENT BUILT IN PHASE 1 TEMPORARY LANES SHALL MINIMUM 11' WIDE. KEEP RIGHT' +]{F( M1 3 MOUNTAIN[ - SPUR DR. h= 1 Street Improvements for Tract # 31202-1 Granite onst. Tops N BarTraffic ricades PHASE 2: REMOVE EXISTING PAVEMENT, PW* Pmpered4 BmWonsW4ard CONSTRUCT MEDIANS, NORTH (800)852-TOPS Ron Fifield - N/A 2 REV Nunter 12/22/05 To Be Issued on AppDaw SIDE IMPROVEMENTS AND REPAVE. NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C. D.)AND THE CALIFORNIA SUPPLEMENT. . 2. TRAFFIC CONTROLSHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BYCITY OF LA QUINTA , INDIO AND/OR COUNTY OF RIVERSIDE 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 ll' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. 7. ALL TEMPORARY STRIPING SHALL CONFORM TO CALTRANS STANDARDS. ALL CONFLICTING STRIPING SHALL BE REMOVED. AT END OF THIS PHASE ALL TEMPORARY STRIPING SHALL BE REMOVED COMPLETELY (MOST WILL BE COVERED WHEN FINAL ASPHALT OVERLAY IS DONE). 8. THE INTERSECTION OF MONROE & AVE. 52 IS TO BE COMPLETELY REMOVED AND REPLACED. THE REMOVAL EXTENDS APPROXIMATELY 200' NORTH ON MONROE & 700' ON AVE 52. THE PROPERTY ON THE NORTHEAST CORNER HAS A FENCE ABOUT 12 TO 15 FEET FROM THE EDGE OF PAVEMENT AND THE SOUTHEAST CORNER IS A DATE GROVE WITH A LARGE DIRT BERM ABOUT 10 FEET FROM EDGE OF PAVEMENT. THE DECISION ON HOW TO HANDLE TRAFFIC OF THIS WORK SHOULD BE MADE IN THE FIELD BY THE CONTRACTOR AND THE AGENCIES INVOLVED. FLAGGERS DURING DAYLIGHT HOURS (WITH THE PROPER SIGNAGE OF CALTRANS STD. T 13) ANn TI-II_ TRAFFIC nN GRAVFI AT NIGHT WITH l WSF GRAVEL SIGNS 55 1 END ROAD WORK MONROE ST. KEEP -0110. RIGHT OROAD WORK REMOVE EXISTING DOUBLE YELLOW COVER EXISTING & PLACE A STOP LINES AND REPAINT PER CALTRANS DETAIL 21 TO NEW TAPER. THE SIGN ON A TAPER SHOULD START AT A POINT BARRICADE INTERSECTION 11 FT (11' LANE FOR EASTBOUND TRAFFIC) FROM THE SOUTH EDGE OF _ H16GINS CT. PAVEMENT AND JOIN EXISTING LINE ABOUT 100' FROM THE INTERSECTION (SPEED FOR TAPER C-30 IuN.�ncE\ rm LENGTH SHOULD BE NEAR 0 MPH BECAUSE OF THE EXISTING STOP SIGN) 600 FT IF BASED ON 50 MPH COULD BE 250 FT IF TRAFFIC DOES SLOW TO 35 MPH THIS TEMPORARY TRANSITION WAS TO BE BUILT IN PHASE 1. w-1(LT) LA�\" 500 FT \/ C-1 25 DETOUR \ AHEAD 500 FT C-17 rc, C-23 ROAD :4 WORM AHEM FINANCE Revenue Code (— P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO (760) 7 7 7 - 7 0 0 0 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 November 22, 2006 John Pedalino Desert Elite, "Inc. 78401 Hwy 1 1 1 Suite G La Quinta, CA 92253 Re: Encroachment Permit No. 4508 - Tract Map 31202 Permit Type: Off -site street improvements Dear Mr. Pedalino: I NOV - 7 2006 CITY OF LA Encroachment Permit number 4508 has expired [will expire] as of September 28, 2006. In order to avoid the issuance of a "Stop Work Order," please renew this permit immediately. - The renewal fee as per City Council Resolution 96-27, states.: Encroachment Permit - renewal of expired permit shall consist of a $100.00 permit renewal processing fee plus 10% of original fee to extend the permit one additional year (until September 28, 2007). ORIGINAL PERMIT FEE 10%. PERMIT RENEWAL FEE of original permit fee (one year extension) $23,730.00 $2,373:00;: $100.00 RENEWAL AMOUNT DUE: $2,473.00 If you have any questions or need additional information, please contact Tony Colarossi at (760) 777-7089. Sincerely, Paul Goble Senior Engineer, Public Works Department cc: Bryan McKinney, Principal Engineer Leonard St. Sauver, Assistant Engineer II ✓Permit File, No. 4508 Tract File 31202, Folder V �� N w S NO SCALE POLO CLUB SOUTH ENTRANCE VY20-1 50 FT C-1 7 FAD i ROAD WORK \AHK W20-2 auotwt 35 DETOUR AHEAD FKE-EP-1 W14(RT) 500 FT 000000► RIGHT 100 F RW 300 F RM KEEP E a TRAILER RM PARK W1I-4(LT) =n/\ RIGHT C rryo or i0to AVE. 52 -Jv -7 —7. ems)WI-4(LT) Neat C 5 FT P111R+•+O .� IN (RT) /A C- 7 �"10R9 3 KEEP L A 5 CAMINO MODELO 300 FT WI-4(LT) R&Y. AN MVW By m Spend urat RIGHT 55 Street Improvements for Tract # 31202-1 HIGGINS CT. Rm caftft Tmmc Conud Con"aw Desert Elite Tops N Barricades, Inc. MOUNTAIN P 800)8 2I'wFifield ey N SPUR DR. rp(,-TOPS Ron DamPont Num 500 FT W20-2 REV 3/12/07 To Be Issued on ApprovalPHASE 3 OETOU NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 'AHEAD (M.U.TC.D.). 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA, INDIOAND/011 COUNTY OF RIVERSIDE REPRESENTATIVE. 500 FT C-1 7 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECTTRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN i ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12'TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. GM2 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. END ROAD WORK W20- 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL REFLECTIVE 'AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. 7. ALL TEMPORARY STRIPING SHALL BE CONSIDERED IF WORK IS EXPECTED TO TAKE LONGER THEN I WEEK TO COMPLETE. 8. THE CONTRACTOR SHALL PREPARE THE SHOULDER FOR TRAFFIC TO SPEFICATIONS AGREED UPON BY THE CONTRACTOR & THE AGENCIES INVOLVED (AGREGATE BASE ORTEMPORARYASPHALT). THEAREA SHALL BE ENOUGH TO CREATE 2 TWELVE FOOT WIDE TEMPORARY TRAFFIC LANES FROM THE WORK AREA.. ANY OBSTRUCTIONS IN THIS AREA SHALL BE MOVED OR PROTECTED FROM IMPACT WITH TRAFFIC. FLAGGERS MAY NEED TO BE USE TO DO THIS WORK. MONROE ST. SIGNAGE SHALL BE PLACED PER M.U.TC.D TA-10OR IF WORK STAY OFF EDGE OF PAVEMENT, THEN JUST A SHOULDER CLOSURE (CALTRANS T-10) - u Wi-4(RT) . . . ..... C-1 7 Ulf 3151 no_ ( 0 FT 500 FT\ "I. D KEEP� ILROADWORK_ Li -601-Aff-I P&WITr5 (-Ie- C.0 0 1' OtJ 3/ 2- 7107 a W20-1 S� N' ROAD 500 FT U1 E�No�— AHEAD Ci WORKl -17 � ROAD WORK Rall w & W20-2 \\ WEED LIMIT / .. 35 DI i. NO SCALE C".t't�(��EAo .1 K� _ . y POLO WI-4(LT) CLUB SOUTH j w1 a(Rr) ENTRANCE R- 300 FT ` W20-2.1. 1-C27(CA( M• Ali �� SEE NOTE 8 w14(LT) DETOUR 47 AHEAD C011M ROAD' TRAILER 11 f ax AHEAD t - ° liG,� I ` KEEP \ fPEEowill WORK Ox\ R,-, END fTEIt -->► RE 35 ROADWORK W1.4(RT) PART( - 4 RIGHT C•30 E ° 500 FT 500 FT AVE. 52 CLOSED O ���� - - - - - _ -- ORR AR i arm- �^ -m� 112_IL \% R,-, KEEP KEEP ROAD WORK l ll 0 FT 500 FT. T 600 FT KEEP a, ,,�/ I m 4(LT) 1 , WoGMT H I 1 RIGHT RIGHT aoPA 1 C•30 E r, W20.1— W20-6 (LT) fPFEOIIMIi 1I it -LANE 1! - `� `CLOSED h �I WEAK ao� D _* t . SEE NOTE 8 •,AHEAD \AHEAD - - CAMINO1,. `TREND �� _ \ MODELO tN►Z�`� O 30 0 FT u !` SiAIcffe, 6,*A-r)*"A KEEP �► " 100 FT� C,0V D�1VaR.SI Aprovad By Date Speedumlt 55 P Nan p ,L - 4 �o/ / N TR , 'Street Improvements for Tract # 31202-1 =D, HIGGINS CT._ Pd= Dom Tref c Cont ra' cDnhacwr M O U NTAI N Desert Elite Tops N Barricades, Inc. SPUR DR. y By Based an ftwndard T j 500 FT (800)852-TOPS Ron Fifield N/A SW PHASE, 1 { Q W20-2 - u r Dale m 1 of 3 2/14/07 To Be Issued on Approval - - ( /DETOUR\ NOTES: 1. ALLTRAFFIC CONTROLDEVICES FOR THIS PROJECT -SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUALON UNIFORMTRAFFIC CONTROL DEVICES AHEAD . MUTCD 2. TRAFFIC CONTROLSHOWN HEREIN IS THE MINIMUM -REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BYCITY OF LA QUINTA, INDIO AND/OR COUNTY OF RIVERSIDE REPRESENTATIVE. It 500FT C-17 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN k D _ fPEED IIYIT - ACCORDANCE WITH TRAFFIC CONTROL PLANS. '� 35 4. CONTRACTOR SHALL MAINTAINA MINIMUM 127RAFFIC LANE WIDTHATALLTIMES. THERE SHALL BEA MINIMUM TBETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. °max 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. — END W20-1 RDao woRK 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL' TRAFFIC CONTROL DEVICES SHALL REFLECTIVE' AND ALL �� f \ BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. K - i WORK ROAD < \ 7. ALL TEMPORARY STRI PING SHALL BE CONSI DERED I F WORK IS EXPECTED TO TAKE LONGER THEN 1 WEEK TO COMPLETE. AHEAD 8. THE CONTRACTOR SHALL PREPARE THE SHOULDER FOR TRAFFIC TO SPECIFICATIONS AGREED UPON BY THE CONTRACTOR & THE AGENCIES INVOLVED (AGGREGATE BASE, ORTEMPORARYASPHALT). THE AREA SHALL BE ENOUGH TO CREATE 2 TWELVE FOOT WIDE TEMPORARY TRAFFIC LANES FROM THE WORK ) - AREA.. ANYOBSTRUCTI..ONS�INTHISAREA SHALL BEMOVED ORPROTECTED FROM IMPACT WITH TRAFFIC. FLAGGERS MAYBE NECESSARY TO DO THIS WORK MONROE ST. SIG NAGE SHALL BE USEDRPER;M.U.T.C.D. TA-10 OR IF WORK STAYS OFF THE EDGE OF PAVEMENT, THEN ASHOULDER CLOSURE PER CALTRANS T-10 CAN BE USED. El c. a N 4V�E NO SCALE max EN D IF WORK AVE. 52 -- ,:. ,_yam -' • `�- _' • � W20.1 ,�i� J Diaz ° C-17 5 HRO DAD 00 FT Cy I" EKD E- ROAD WORK ^ W2 2 T 35 -- DETDU\, EEP POLO AHEAD Wl-4(RT) 500 FT K—► C tt-f OF (ND(D � RIGHT CLUB SOUTH rj 100 F Wl-4(RT) ENTRANCE ISEE NOTE 8 soo IFl ' C 7 CA) (/r W20-, ti v ILLT. W1�(Ln .AHEAD C47 ROAD'. ° TRAILER Ri' i) K \ VMRK Wt-a(RT) . PARK y7 RIGHT �n CA) 35 C•30 • EXIST� � I R1-, � /EN 0 FT 500 FT 500 FT b �M, D �i 1 d6 �, p p - it a1FM�Sb:- ;pF «J mat n �� R, R,-t KEEP KEEP ROAD WORK 0 FT 500 FT 600 FT 'Z KEEPRIGHT W, a(LT) --► RIGHT 1 ' n1 J\ oif9YtRD C-17 C27li:uu) i E D 1J1 wzal W20-5 (LT) tPHOLISIT o, 35 � , ,oPEK�� -"� SEE NOTE 8 CAMIN01'w2o-ti Q III MODEL O WI-4(LT) oUINT-y of AN '-7W'N l �N A- KEEP I\� APPMVW BY Date Speed urst RIGHT I -ul 55 Pm)ed Neme Street Improvements for Tract # 31202-1 O �� V INT-Ar � HIGGINS CT. Pdme C°nhednr s cadre Tram) c""'aft � M O U NTAI N Desert Elite Tops N Barricades, Inc. Phata Prepared By eased an sW&W SPUR D R . (800)852-TOPS Ron Fifield N/A �� J 500 FT -Niiu r Date P'ermt um PHASE 2 1\�/ ' ILII W20-2 2 of 3 ' 2/14/07 To Be Issued on Approval DErou NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AHEAD% MUTC D 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA , INDIOANDIOR COUNTY OF RIVERSIDE REPRESENTATIVE. 500 FT C-17 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECTTRAFFIC CONTROL(SIGNS, BARRICADESAND DELINEATORS)AND MAINTAIN SAME IN + {YIIDIaIIT ACCORDANCE WITH TRAFFIC CONTROL PLANS. 35 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 020-.' 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. RoaowoRK f l J W2o 1 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. ROAD' 7. ALL TEMPORARY STRIPING SHALL BE CONSIDERED IF WORK IS EXPECTED TO TAKE LONGER THEN 1 WEEK TO COMPLETE. \\EAD 8. THE CONTRACTOR SHALL PREPARE THE SHOULDER FOR TRAFFIC TO SPEFICATIONS AGREED UPON BY THE CONTRACTOR & THE AGENCIES INVOLVED (AGREGATE BASE ORTEMPORARYASPHALT). THE AREA SHALL BE ENOUGH TO CREATE 2 TWELVE FOOT WIDE TEMPORARY TRAFFIC LANES FROM THE WORK AREA.. ANY OBSTRUCTIONS IN THIS AREA SHALL BE MOVED OR PROTECTED FROM IMPACT WITH TRAFFIC. FLAGGERS MAY NEED TO BE USE TO-DO THIS WORK. MO N ROE ST. SIGNAGE SHALL BE PLACED PER M.U.T.C.D TA-10OR IF WORK STAY OFF EDGE OF PAVEMENT, THEN JUST ASHOULDER CLOSURE CALTRANS T-10 tj to