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4456K NQ�• w With prioper validation this form constitutes an encroachment permit ` F —1 CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: August 3, 2005 1 Subdivision Improvement Permit — Class l II Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Lot 185, TM 30357 "The Village at Muontain View Country Club" Via Tesoro (Street address or Description of Location) PURPOSE OF CONSTRUCTION Street Construction PSN 05064 Sketch (attach construction plans if appropriate) Concrete wedge curbs, CONTRACTORS CONTINUED DESCRIPTION OF CONSTRUCTION #2) Zolton Grading & Paving: Zolton Czar asphalt and decorative pavement 8 t• 15050 ChoilA Road Wlaitewater 92282 DIMENSION OF INSTALLATION OR REMOVAL None 251-5113 SIZE OF EXCAVATION, IF NEEDED 3) UNKNOWN t S \ APPROXIMATE TIME WHEN WORK WILL BEGIN August 1, 2005 >/ APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 137.097.00 (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: r� Indemnify, defend and save the City, its authorized agents, officers, representatives and employees,FWrgaibt any an penalties, liabilities or loss resulting from claims or court action and arising out of any accident, ersons or pr rhappening or occurring as a proximate result of any work undertaken under the permit granted pu ti 0Notify the Administrative Authority at least twenty-four (24) hours in advance of the`4me when. �""�Comply with all applicable City Ordinances, the terms and conditions of the permit , all applicaI T ity •fLa Quinta and to pay for any additional replacementnecessary as the result off is work. DEPT. r` Signature of Applicant or Agent \k.�,,4 �. -.�c t' c. Toll Bros; Glen Smith 50-400 Jefferson St. La /Uinta, CA 92253 578-1647 �`.7�' Name of Applicant (please print) Busirness Address Telephone No. 3 CONTRACTORS: #1) Desert Comm Concrete 43-269 Sunburst St. Indio 92201 347--8585 Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I II Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 4,100.00 Permit Fee 100.00 pE,hgI`y As Built step. (1,000.00) Cash Deposit -Surety Bond if required TOTAL: $ 5,200.00 Receipt No Received by Date 4456 PERMIT VALIDATION PERMIT NO. 4456 DATE APPROVED f b EXPIRATION DATE' DATE"IIS`SU,�.EED. By W4 Administrative Authority Recorded by Telephone: (760) 777-7075 _ °*_~ . `, "�"� . J, ' 07-29-2005 09:33AM FROM-MDS•CONSULTING 7607714073 T-470 P.002/004 F-715 Ni- S wo,Uv � '� -z,? ��� ,� , ._.. {� �"� �.� - _ -1 - + } r ' -_..._ .; f:..._....-...-- ... t4�.`'�t �"'�W�YVA�i��iX�� ,.�-•3� ' MIi, p w o/T 92 C—V 1'7 -,.r .s • . . .. V i r f./ 1 — T999 .. � � 1 � � ' \�-��i. �je�f 7"r rc •-r 's ��� �� ��� j A 1' Ya.�x. �-�,_����-er� +.r OV NLa _( cy Sl1-d V00/£00'd OLV-1 ELOVILL09L milnsS ioo SOW- odi. W0£:60 `' 9001-61-10' SIL-d VOO/b00'd OLb71 EIOPIIL09L 9NI1lnSNoo saw-fl0ai WVSE:60 '' SOOd76Z-10' 07-2972005 j9:33AM FROM-MDS CONSULTING 7607714073 T-470 P.001/004 F-715 78.900Avenue 47Ste. 20B v.. .........�, ....� .. ... ., .. ,.... _ ._ __ P.E. La Qutnta, CA 92253 Company. City of La Quinta, Public Job #: 382-06 VOICE:760.771-4013 Works/Engineering Dept. FAX: 760-771.4073 s Fax #: 760-777-7155 Pages: 4, including cover E-MAIL: mdslaqulnw@rndsconsuIUng.net From: George Prine cc: Toll, Terry Hodge, Gary _ Lemon & Glen Smith ! Subject: Lot 185, TR 30357, "The Village at Mountain View Country Club" Via Tesoro, Street Improvements MESSAGE: Please review the attached rough draft/progress Encroachment Permit Application and supporting 'documentation. Of primary i Interest is the fee calculation. If this fee is appropriate please advise. . You maycontact our office with comments and questions. Thank ydu. I f 0 J ' .08-01-2005 04:23PM FROM-MDS CONSULTING 760771,4073 T-487 P.001/003 F-752 78.90D Avenue 47 Ste.208 To: Tony Colarossi Date: 08/01/2055 La Qulnta, CA 92263 Company: City of La Quinta, Public Job #: 382-10 Works/Engineering Dept. VOICE: 760-771 4013 Fax #: 760-777-7155 Pages: 3, including cover FAX: 760-7714073 E-MAIL: mdslaqulnta@mdsconsultln0•net From: George Prine Cc: Subject: Lot 185, TR 30357, "The Village at Mountain View Country Club, Via Tesoro, Street Improvements MESSAGE: Attached is the information regarding the contract prices for the above project we discussed. Call If you have any questions. .08-01-20, 05 „ 04:23PM FROM-MDS CONSULTING 7607714073 T-487 P.002/003 F-752 y GRAnING & PAVING, ING Uc-#746535 15050 CHOLLA ROAD, WHITEWATER, CA. 82282 TEL: 760) 251-5113 FAX: 760) 29145061 PROPOSAL DATE: 6/3/05 n-rFn Tn• TOLL BROS., INC.. MOUNTAIN VIEW COUNTY CLUB 50-400 JEFFERSON ST. t.A QUINTA, CA LA QUINTA, CA. 922S3 ATTN: TERRY BODGE PH:(480)951-0782 FA1X:(.480)998-7269 DESCRIPTION AND PRICE DF WORK TO IBE PERFORMED: BASE PAVE ONSITE S7REI!:T IMPROVEMENTS — APPROX 19,600 SF 1, TOUCH UP SUBGIWE, WATER AND COMPACT 2. IMPORT 4r CLASS 2 AGGREGATE BASE, GRADE WATER AND COMPACT 3. INSTALL 2' AC IN -ONE LIFT TOTAL S 33,996.a6 CAP PAVING ONSITE STR$IET DAPROVEMENTS—APPROX 12,766 SF 1. CLEAN EXISTING AC AREAS FOR CAP PAVING 2. APPLY TACK COAT 3. INSTALL VAC CAP PAVING IN ONE LIFT TOTAL 613,215.23 ONSITE STRIPING —AS PER PLAN DETAILS AND LA QUINTA STANDARDS 1. STRIPE HANDICAP PARKING STALL AND INSTALL SIGNAGE 2. ' STRIPE REGULAR PARKING STALLS 3. INSTALL 6' CONCRETE BUMPER BLOCK IN HANDICAP PARKING SPACE 4. INSTALL BLUE DOTS ARE FIRE HYDRANTS TOTAL S 1,3".00 NOTES: BASE PAVING IS IWCLUSIVE OF ENTIRE ROADWAY AREAS, EXCLUDING PARKING BAYS, DEMOLITION EXCLUDED OF AC AREAS WHERE DECORATIVE CONCRETE AND INTERLOCKING PAVERS ARE INTENDED TO BE INSTALLED. EXCLUSIONS: PERMITS, FEES, FNGINEERWG, CONSTRUCTION WATER MITER, SOIL TEST, RAISING MANHOLES 8 WATER VALVES. DEMOLITION, WASTE DISPOSAL FEES OR TRUCKING, IMPORTIEXPORT, REDWOOD HEADER AND UURIEA STRUCTURES OR TRANSMISSION LINES, Proposal Is valid for 30 days lnith exception to the asphalt material price which may be adjusted according to the market, THE TERMS AND CONDITIONS ON REVERSE SIDE OF CONTRACT ARE' INCORPORATED HEREW ZOLTAN GRAgMG 6 PA 019 INC. TOLL BROTHERS, INC By.- P!Olrey, EsfltalA7 AUthod:ed Signature DATE;_711946 t Contractor's License No. DATE Page I of 3 08-01-2Q05 ., 04:23PM FROM-MDS CONSULTING 7607714073 T-487 P.003/003 F-752 Palm Springs Division 73-121 Fred Waring D.rivc Palm Desert, CA 92260 Purchasing Form No. 1006-A. Contract No: MVCC050001 Project; Mountain View CC Tract 3035 CONSTRUCTION AGREEMENT Agreement This Construction Agreement ("Agreement") is between TOLL BROS., INC. ("Toll") and: CONTRACTOR . Desert Commun14:1es Concrete Construction Corporation ADDRESS: 43-269 Sunburst Street I India, CA 92201 PHONE: �760 347-8585 FACSUCONTACT: David Narz PACSIM1LiE: 7ti0 863-0603 E-MAIL: Can.tractor, representing that it is skillful and experienced in the craft Concrete Curb and Parkine Area and holds all necessary licenses, agree:: to furnish all labor, services, materials and equipment fbrm and corn its obligations under the Agreement in a good and workmanlike and timely manrnerTe onstruction work (°Wrnic) perfopll ed will be in accordance with the specificsitions below, as prepared by Toll and any and all revisions, addendums, schedules, exhibits and riders thereto; and general and special conditions issued in connection. therewith, The Contractor agrees that the Work shall be done subject to the final approval of To"J. T1TE WORK: The Work shall consist of -but riot necessarily be limited to the following: Reference Exhibit "A", page(s) 1 through 23, Toll architectural plans, construction detail. documents and detail documents for specifications (collectively referred to a:i, "Specifications"). Plans: Onsite Street Imp Plans _ The Villa es MVCC Lot 185 Tract # 30357 Date: 3/22/05 Revised: PAYMENTS: Toll shall pay Contractor for the performance of the Work the sum of $ 49,974.00 (excluding ma. Toll shall pay Contractor progress and fusal payments in accordance with the payment schedule below. As a. condition precedent to any payments, Contractor, if rcgnested, shall submit a payment request form. in a form determined by Toll. The payment request fozm shall iw lude release and certification by Contractor to Toll that no mechanics' liens or claims for rnechanics',liens have been or could have been filed or asserted against the Project in connection with the Work as of the date of such submission. The final payment shal 1. not be made until Contractor delivers to Toll a complete release of liens. Reference Exhibit "B^, page(s) 1 through 3, for "Payment Schedule." Reference Exhibit "C", page(s) 1 through N/A for "Additional Work Price List." it is understood that the execution of dais cover page binds the Contractor to all pages of Exhibits attached as referenced above and contained herein. It is agreed between Toll and COntraetlar that the articles printed on Page Two are part of this Agreement - ARBITRATION: Contractor hereby agr.res that any and all disputes or disagreements arising in any way out of this Agreement or the performance of the work, includin 1; but not limited to, the payment of invoices, accidents, indemnification of Toll by Contractor, naming Toll as an Additional insurcd, injuries, breach of contract tation off -site conditions and all other torts find statutory causes of action (" C.la mse)eshall beand/or omissions by resolved by bindingoll, on -site and arbitration in accordance with the rules and procedare:r of Construction Arbitration Services, Inc or its successor. or an equivalent organization selected by Seller. In addition, Contractor agrees that Contractor may not initiate arty arbitration proceeding for any Claims unless and until Contractor has first given Toll specific written notice of each claim (at 250 Gibraltar Rd., Horsham, PA, 19044, Attn: Contractor. Dispute Resolution) and given Toll a reasonable opportunity to settle the dispute. Contractor warrants that the information :,applied by Contractor in the Requcst for Bid is truthful and accurate. , "! In witness whereof, the parties hereto hav,; executed this Agreement on the day and year written below, FED I.D. NO.: f y- Oat By: �: Print Name: Title: Date: TOLL BROS., INC,: By: Pnnt Name: T..itle: Project Manager Date: Senior Manager Initials: T`=WTRAC7MCA hWA C0NSTAIJaJ0NAaAP.pMftt mr Planting Case -Information for TR293.16 Page 1 of I Planning Case Information for TR29316 Case number TR29316. Case status Approved Description Revise 18 Lots From Tr28983 Applied date 05/03/1999 Decision date 10/05/1999 Effective date 10/05/1999 Expiration date 10/05/2002 Case type TR Case. subtype TR03 General location Westerly Of Monroe Southerly Of Airport Minimum lot size 9000 Applicant Marguleas - Young Homes Llc Addressl 81-771 Airport Blvd Address2 La Quinta Ca Address3 Zipcode 92253 Phone number 760-564-8929 Effective: 8/01 /2005 16:25 Run time::45 seconds � �•Return To Previous�Pa e Please direct all comments, questions and suggestions concerning the TLMA Web Site to: Webmaster r GENERAL NOTES ; 'In . the 4 City of • La Qunta, .County of Riverside, State of California ♦ : ' Al ALL WORK iE DONE R ASPECIAlCE WITH THE BLOC WO PLANS OF THE CITY Onsiste..Street Im ro vem en t 'Plans + .DA U WINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. - • 'LATEST EDITION. AND THE CITY OF U WINTA STANDARD PIANS,.DATE AUGUST 21, 2001, - x OR LATEST EDITION. - - N ti WINO AVENUE 7 2. IT SHALL T •BE THE F LA O INTAY B THE DEVELOPER/OWNER OR THE NECESSARY To • Via Tesoro S t a. 18+24.04 � t o 24+9 0.0 8 ,' - - APPLY TO THE B R U NSIMA PUBLIC WORKS RY C COMPLIANCE FOR THE LLC CURRENT F PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPl1MICE WITH ALL WRREM _ ENVIRONMENTAL REGULATIONS DURING THE LIFE CONSTRUCTION ACTIVITIES MR THIS � �- The Villa e- a t Mo un t ai :View Country Club - _ PROIECF. ADDTTIONI L STUDIES AND/OR PERMITS MAY BE REQUIRED. A2EVLL M NOTES - A. / J. rt SHALL BE THE RESPONYBRJfY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO • F THE GUF'ORMA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING Fg. PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. ( • TIE SON AYDIN RE �,NE�`°R' LADS<�'��° LOT 185 Traci No: 30357 SS 4. THE CONTRACTOR SKILL OBTAIN ALL PERMITS As REWIRED Br THE CTIY.OF LA °Ulna THE GEOTECNNICAL ENGINEERING REPORT BY BUENA ENGINEERS, 9 PROJECT OR OTHER GOVERNING AGENCIES. INC.. PROJECT TT 87-164ADDER B9-NEERIN DATED PROJECT NO. 54 6, 1989. ' AND UPDATE LETTER OV SUOOEI ENGINEERING, PROTECT N0. 544-1274; S. THE CONTRACTOR SHALL N071FY THE CITY PUBLIC WORKS DEPARTMENT 48 HWRS 01-f0-53B, DATED UCTOBER 29. 2CO1. AND GEOTECHNIGL UPDATE LETTER, . { - . SSFA� AVDH[ SITE (PRIOR760) 70 ANY GRAND BRUSHING OR TO RING AND EACH PHASE OF CONSTRUCTION AT E 21. 2004. BY GLADDEN ENGINEERING - (RECORDED IN MAP BOOK 324 AT PAGES 8- 29) (760) m-7ws AND 46 HOURS PRIOR ro REIN RING vSxrnoNs.. GARAND SE MITE G SIGNdCi AND STRONG NOTES PALM DESERT, G 922E 1 • 6. THE LOCATIONS OF EXSTIHG UNDERGROUND Lure$ ARE SHOWN IN AN APPROXIMATE ' " 9760) 772-389J SM AYOW[ WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION a< AL EXISTING 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL IXLIANCE Specific Plan 90- 01E Amendment No. 1 SIIIEE � o"�,JN A TO REQUIRE � PLAN TO COMPLETION AS NECCSSAIRY, OF THE _ + UR11E5 BEFORE COYENCING WORK. HE AGREES TO BE FULLY RESPW6DRE FOR ANY SUFTICIEM SUPERVISORY CONNRROL DURING GRADING TD INSURE C04PLWlCE . AND ALL OAMAGES WHICH MIGHT BE OCCASIONED BY HS FAILURE TO EXACTLY LOCATE AND WITH THE PLANS. SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. - SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY 7.R� ANY SHALL ALL BE RESPONB�LE FOR THE REX�AL REPLACEMENT °R G3. THE RADING ANDDC CIVIL T�0 SHALL ENSURE° AN , C.U.P. 2003= 079, A .D.P. 2003- 784IMPROVEMENTS DIPACT � o� INTEGRITY `M°�E PLANS AS o��Y IMPROVEMENTS RELOCATION OF Nl REWUTORY, WARNING AND WIDE SIGNS. - SPECIFICATIONS, AND CODE WOMN HIS PURVIEW. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF THE DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT 8. STREET NAPE SIGNS AND TRAFFIC CONTROL SIGHS. TYPE AND LOCATION SHALL' BE 4. WRING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF U . - APPROVED BY THE CRY ENGINEER. TRAFFIC STRIPING. LEGENDS AND PAVEMENT LWMERS, PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE V sPONsoRs. VICINITY MAPTYPE AND LOCATION SINE! BE APPIROVID Bf THE CITY ENCWEFR. PROVIDED TO PREVprt PONDINC WATER AND I]4MAGE TO AQUCEM PROPERTY. 2. (Omit this rote if it's atre0dy included in the General Notee) UPON APPROVAL THESE i0 srJIE _ PLANS ARE VAJD FOR A PERIOD NOT TO EXCEED DGHIEEN (18) MONADS FROM DATE OF NOT 9. THE CONTRACTOR SHILL NOT DISTURB EXISTING SURVEY MONUMENTS OR 804CH MARKS 5. ALTER CLEARING, EXISTING GROUND SHALL BE •SCARIFIED TO A MINIMUM OF S V L APPROVAL THE IMPROVEMENT SPONSOR SNAIL BEAR ALL COSTS ASSOCIATED WITH NOTED ON THE PLANS, OR FOUND WPoNC CONSTRUCTION. REMOVAL AID REPLACEMENT 6' ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 7 13 14 -'UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, SKILL BE DONE BY A RECJSIFAED CIVIL ENGINEER WTRR AN R.C.E NUMBER. BELOW 33.966, r 4 IS 16 11 18 19 TD TI TT T T4 25 ffi 22 28 Z9 - _ = TO AFFECT COMPLWICE WITH ANY NEW CITY STANDARDS, ORDUIANCES. OR LAWS AND OR A LIOENSED LAND SURVEYOR ONLY. 8. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:t. - _ } .. ] N RECUUTIONS, ENACTED OR ADOPTED BY THE CITY Olt OTHER JURISDICTIONS WITH PAVNG NOTES 7 AUMORIY SUBSEQUENT TO THE PLAN APPROVAL DATE 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MDE 7. PADS SHALL BE COMPACTED TO A MINIMUM OF BOX RELATIVE DENSITY PER 2 - A OF HUMAN OCCUPANCY SWILL BE PERFORATED ONLY DURING THE TIME PERIOD$ AS AS.T.M. SPECIFICATIONS MD THE ABOVE MEHIIONED SOBS REPORT. 1 L - 22 7T 76 79 3. ALL WORK SIULL BE DONE IN ACCORDANCE WIM THE STN/D[RD SPECIFICATIONS FOR I. ALL UNDERGROUND FACBJIIES. INCLUDING SERVICE LATERALS. SHALL BE IN PLACE WTIN FaLows: GOLF COURSE 8182 PuBIK WORKS CONSTFRICIION, LATEST EDITION, AND RIVERS DE CWNTY STANDARD PLANS, 2 ,TRENCHES COMPACTED AND TESTED PRIOR 70 BASE GRADE INSPECTION AND PAVING. THE 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2x. DRAINAGE S/A11 BE A (` 'LATEST EDITION. HEREAFTER REFERRED TO AS THE STANDARD SPEC, AND CONTRACTOR SHALL SUBMIT TESTWRITTER EVIDENCE 70 THE CITY ISSUED BY THE RESPECTIVE OCTO SAT 1ST TO APR:00 JOIN: MANGY - iRIDAY 7:00 AM TO Y3C1 PM MINIMUM OF 0.3' DEEP AND BE CONMESTRUCTM A MINIMUM OF 2' FROM THE t T 2 GOLF STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEW UNDERGROUND SATURGY 8D0 AY TO 5:CO PM - TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWAES SHALL BE W FACILITIES HAVE BEEN INSTATED AND ACCEPTED. 0.50%. Y 4. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SKINS. (EXCEPT PAVEMENT MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM W + POMELO COURSE LEGENDS). SHUT COMPLY WITH THE LATEST EDITION OF THE CAUTIONS STANDARD PLANS SATURDAY 8.00 AM TO 5.00 PM 9. AL FILLS SWILL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT AND STANDARD SPECIFICATIONS, HEREAFTER REFERRED TO AS THE STATE STANDARD 2- A SEPARATE .LAN S CLOSURREQUIRES FOR ALL EXCAVATIONS WITHINPOST , DELI G ROADWAYS F - OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUDDING CODE SECTION CC f " • EXIST. C.B.'$ �JqqLK BL /prK-1 SPECIFICATIONS AND STATE STANDARD PLANS AND TRAKLWAYS. LANE CLOSURE AND DETOURS SHALL BE POSTED. DELINEATED AND WORK SIULL BE PROHIBITED ANY TIME ON SUNGYS OR ON FEDERAL HOLIDAYS. 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGWEFR FIELD DENSITY ] 1 0100= 4.2 I:FS EACH .0�, LIGHTED IN CONFORMANCE WITH THE CAUTIONS' 'MANUAL a TRAFFIC CONTROLS FOR F . CONSTRUCTION AND MAINTENANCE WORK ZONCS* AND ANY ADDITIONAL REOUIRENENTS SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODES. PAVEMENT LEGENDS STALL MATCH CITY -OWNED STENCILS. 'CAL CITY INSPECTOR AT 11. ALL TRAVELED WAYS MUST BE CLEARD ONLY OF AL DINT, MUD AND DEERS SECTION 7002. OR EOUNAENT, AS DETERMINED BY THE CITY ENGINEER (n ) 4 J ,6 GOLF COURSE C S �\� ,�. (760) 777- 7075 TO MORE ARRANGEMENTS FOR RENTAL OF CITY STENCILS OR DEEMED NECESSARY BY TIE CTIY ENWNEER. DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATIOIN. CLEANING S TO BE - INFORMATION REGARDING MODEL NOS. OF CITY STENCILS. , DONE TO THE SATISFACTION OF THE CITY ENGINEER. . , SPA 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS. SHALL BE INSTALLED IN TWO (2) 10. H1 STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION S Y AC. ,Q 9 IO II 1 - 9NT. 1 OVER 4.T CRUSHED AD.. ADDITIONAL SOIL TESTS SHALL BE REWIRED 6. RAISED PAVEMENT MARKERS SKILL CONFORM TO THE PROVISIONS IN SECTION B5 OF OR MORE COURSES WITH MIX CHELJ5 ALL CONFORM TO SECTION - OF THE REVISED 2 - THE STATE STANDARD SPECIFICATIONS. ENTITLED PAVEMENT MARKERS. ADHESIVE FOR STANDARD SPEgFMATIONS, COACHEIU VALLEY VERSION (GREEN BOOK). NOTED AS 12. ALL CONSRtIIOTKIN AREAS SKILL BE PROPERLY POSTED AND LAMED IN () ti AFTER ROUGH GRADING iD DETERMINE EXALT SECTION REQUIREMENTS. THE T 5 �� �" 5F \ro 1 PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 95-2.04 OF THE - FOLLOWS: CONFORMANCE MAN THE STARE MANUAL IG WARNING ORDER TO ELI AND DEVICES FOR USE CITY ENGINEER SNAIL APPROVE THE FINAL STREET SECTION. 2 9 [�7 >' .tom ' IN THE PERFORMANCE Di WORN UPON HIGHWAYS, IN ORDER 70 ELIMINATE ANY HAZARDS. Z ( 3 y ' 1 L e0B - �.' .., d ` �' STATE STANDARD SPECIFICATIONS ENTITLED RAPID SET EPDXY ADHESIVE FOR PAVOIE/T ! j,I r 11. THE CITY ENGINEER WILL REVIEW' FOR APPROVAL THE FINAL STREET • T ' I\ !' %' 1' YARDS. ' 13. NATIONAL POLLUTANT PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OBTAIN A O 10 - SECTIONS AFTER SUBMITTAL OF 'fY VALUE 1E52 iTIR RDADTWAY SUBBASE ` 8 S �w WEARING COARSE (UPPER COURSES): : -a3-A -40 000 ` RATIONAL POLLUTANT ARE REQUIRED ELIMINATION TO ION SYSTEM (NODES) PERMIT. (n 'L 1 I 4 13 I - 6 '• k 2 . ' , a,•, • 7. TRAFFIC STRIPES AND MARKINGS SKILL BE APPLIED IN 7W0 COATS WITH BASE COURSE, (LOWER COURSES): ORB-B3-AR-4000 OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE WRIER 12. LOCATIONS OF FIELD DENSITY TESTS SI1AL BE DETEIRMNED BT TME 504. 196 I 'V : ( �- REFLECT== MATERVL IN BOTH COATS, AND SHALL CONFORM TO SECTION 84-3. RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION ENGINEER OR APPROVED TEST AGENCY AND SWILL BE SUFFICIENT IN BOTH O: 1 f: �. \ ENITED PAINTED TRAFFIC STRIPES AND PAVEMENT A44RKItICS, AS SPECIFIED IN THE STATE THE WEARING COURSE SWILL BE A 0.1 FEET TRLIC; THE BASE COURSE(S) SHALL CONTAIN I �� STANDARD SPECIFICATIONS. THE BALANCE OF THE REQUIRED ASPHALT CONCRETE TWCICNESS DISC (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTANT HORIZONTAL AND VERTICAL PLACEMENT 70 PROVIDE REPRESENTATIVE TESTING OF �.. e.. - DISCHARGE EIXHM71ON SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE ALL FILL PALCED. TESTING IN WIGS OF A CRITICAL NATURE OF SPECIAL W CLUB - ' t 7R 31M9 1R r I • B. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RASED PAVEMENT MARITAL$ THAT 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMYENCENEM OF PAVING POLLUUHIS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED EMPHASIS SHALL BE ON ADDITION TO THE NORMAL REPRESENTATIVE SAMPLING& U. HOUSE BY THE STATE WATER RESOURCES CONTROL BOARD. - . , - CONVICT OR CONFUSE TRAFFIC AS A RESULT OF IKE NEWLY INSTALLED WORK SHOWN OPERATIONS..THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL A COMPLETE PROPOSED _ 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS LL, I e T I ON THIS PUSHALLING N NLL BE REMOVED BY WET SANDBLASTING OR GRINDING. - MIX DESCH IDENTIFYTHE MIX CHARACTERISTICS SUCH AS: AGGREGATE GRADATIONS, 14. THE CITY RETAINS THE RIGHT TO REWIRE PLAN REVISIONS, AS NECESSARY, ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST - - L VOIDS IN MINERAL AGGREGATE (VMA). AIR VOIDS. AND S-VALUE FOR VARIOUS OIL SUBSEOUENT TO PUN APPROVAL BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHALL BE IDENTLFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, W : r GOLF COURSE • ' PROJECT SITE 9. DEBRIS FROM REMOVAL OPERATION SKULL BE CONTAINED WITHIN THE WORK AREA AND CONTENTS FOR EACH MIX, 1 1 A A SHOWN ON THESE PLANS. IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY WHETHER SAND CONE OR DRIVE RING AND SWILL BE SO NOTED FOR EACH A THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND THE CITY OR A TURD PARTY WITH THE IMMEDIATE VICINITY OF 111E IMPROVEMENTS , TEST. SUFFICIENT MAIWUM DENSITY DETERMINATION SHALL RE PERFORMED TO 3 e PROPERTY ADJACENT TO THE SANDBLASTING OPEATORS. THE DEBRIS RESULTING FROM TO ENSURE RARELY APPROVAL THE CONTRACTOR/SUPPLIER S ENCOURAGED TO REFER TO PROPOSED BY THESE PLANS TAT IMPART THE DESIGN INTEGRITY OF ME IMPROVEMENT. VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD 7 �! •3 Z THE SANDBLASTING 94ALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE U OONDAS DESIGN MIX APPROVAL CHECKLIST (FORM F082 TO ENSURE AL REOUIRED PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. AL COSTS, INCLUDING BUT NOT TECHNICAN. • (LOT 185) CONTACTOR. DEBRIS WITH] THE ROADWAY $HALL BE REMOVED BY MECKWICAL LA6 TESTS ARE PERFORMED. CERTIFIED. AND SUBMITTED FOR REVIEW. UNITED TO DESIGN AND IMPROENENT COSTS, INCURRED AS A.RESULT OF ANY DESIGN ' - �• $WEEPING OR HIGH -POWER VACUUM. REVISIONS SHALL SE BORNE BY TIE IMPROVEMENT SPONSORS. 14. ALL UNDERGROUND FAOUIIES, WITH LATERALS, SHILL BE IN PLACE AND GOLF COURSE I S. A TALC COAT SHAH BE APPLIED TO EXISTING PAVEMENT, P.L.C. SURFACES AND THE INSPECTED PRIOR TO PAVING. INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SIULL TIE ' 5. BASE COAT S IF TRAFFIC AP HAS DRIVEN ON R. THE PAVEMENT. CGT SHALL SE SLOW 15. THESE PLANS ARE VA UD FOR A PERIOD NOT TO EXCEED DIGNITEEN (18) MONTHS FROM. SEWER. WATER, ELECTRIC, GAS AND DRAINAGE A , _ a SEARED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD A.C. BA ANIONIC UR EMULSIFIED ASPHALT TYPE ON ff. CONFORMING TO SECTION 203-3 OF GTE OF APPROVAL THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH - �.L _ / SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SETTHE STANDARD SPECIFICATIONS A THE UWIO ASPHALT SHALL BE GRADE SECTION AND UPDATING THE PLANS, INCLUDING BUT NOT UNITED TO DESIGN AND IMPROVEMENT COSTS, 15. THE FINAL UTILITY LINE BACKFU REPORT FROM THE PROJECT SOIL - V - INDEX MAP STALL BE FULLY COVERED WITH AN ASPHALTIC PANTED SWRE OR RECTANGULAR SHAPE TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS. ORDINANCES, OR LAWS AND ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BkCK ILL IS THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. APPLIED AT THE RATE OF 0.1 GAL . REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH SUITABLE FOR THE INTENDED USE ' 1•=300' 6. NEW IMPROVEMENTS THAT ,100! EXISTING IMPROVEMENTS SKILL JOIN OR MATCH IN A AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE • •^ - 11. ALL SIGNS SHAL CONFORM TO SECTION 56-2. ENTITLED 'ROADSIDE SIGNS: AS MANNER SATISFACTORY TO T J CRY ENGINEER RON51Rl1CFION OPERATORS REWIRED A 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR - • SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL TO BE REFLECTORIZED ACHIEVE A SAFE, DURABLE AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND SEPARATE BUDDING PERMTT(5). , SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING WITH 3M /1160 PROTECTIVE EXISTING IMPROVEMENTS MAY INCLUDE SAWING CUTTING. REMOVAL, REPLACEMENT, CAPPING. SOWS ENGINEER CERTIFICATE OVERLAY FILM OR APPROVED EQUAL ALL SKR4 SHALL BE MOUNTED wnH AND/OR COLD PLANING. As NEEDED. 17. THE CONTRACTOR IS RESPONSIBLE To PREVENT SILT CONTAMINATION OF THEFT/VANDAL-PROOF FASTENERS. CONTRACTOR SHALL INSTALL ROADWAY SIGNS AND STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEOUENT - ' N ' POSTS PER THE SIGN AND POST SCHEDULE ON THESE PLAINS UNLESS OTHERWISE NOTED. THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT IN HAS _ -- 7. ALL T INSTAL AND VALVE BOX FRAMES SHALL SE ADJUSTED TO FINAL GRADES AFTER WPNOVEMENISBY THE CONTRACTOR. IMMEDIATELY PRIOR 70 FINAL ACCEPTANCE W RECEIVED THIS GRADING PLAN AND FOUND N TO BE IN SUB- 4 OF STORM DRAINAGE RETENTION/INFATRATKW FACILITIES, THE CONTRACTOR - • 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH 6 PAVEMENT INSTALLATION S COMPLETED. - STANML COMPLIANCE WITH THE RECOMMENDA11ONS CONTAINED SHALL CONDUCT. IN THE PRESENCE OF THE CITY INSPECTOR A PERFORMANCE. { KNOWN. OR REASONABLY SHOULD BE KNOWN. TO CONTAIN SUBSURFACE INSTILLATIONS, IN THE GEOTECMNIGL ENGINEERING REPORT BY BUENA ENGINEERS, TEST DESIGNED 70 CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE CONTRACTOR SHALL CONTACT UNDERGROUND SEVICE ALERT (U.SA) AT 1-800-422-4133 L THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL INC.• PROJECT No. 87-1645-P1: 89-09-703 DATED SEPTEMBER FACILITIES. - CONSTRUCTION NOTES & QUANTITES LOCATIONS AS FOLLOWS:'S' FOR SEWER.'G FOR GAS. AND •E FOR ELECTRICAL POWER. AND OBTAIN /JAR INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 6, 1989, AND UPDATE LETTER BY D OCT N ENGINEERING, PROTECT - HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE r. N0. 544-1274: UPDATE LETTER. DATED SEPTEMBER R 22 4. AND _ ME THE CONTRACTOR SHALL E FUGITIVE WIND EROSION AND DUST CONTROL Q REMOVE owitc nIr Raxacto NFAOTR 36 LF, ' GEOTECHNICAL UPDATE LETTER, SEPIEAHBFR 21, 2004. MEASURES AS REARED 8Y THE FIIGITNE DUST CONTROL PLUM APPROVED FOR T 13. STRIPING LAYOUT SHALL BE APPROVED BY CRY ENGINEERING DEPARTMENT PRIOR T T115 PROJECT. 0 U6fN1 6 COIICIEIE IImDE CURB PER DEAL 9fFT L '011AIN WY, aASS'f CONC _ 652 li. APPLICATION OF PERMANENT PAINT. CONTACT.THE CITY ENGINEERING DEPARTMENT 48 S LEGEND Q3 06TA4J. F CoxcaTE WOTGE CURB MODIFIED AT WYEWAYS AND HOURS PRIOR TO LAYOUT. SLADDEN ENGINEERING PARNNG ARTAs DETAL SHE L'aMNATIN. •c coNc I • - -4m �. - - ASSESSOR'S PARCEL NO.'S 39-725 CJURAND lN... SUITE G PA RNIING AREA - 4'� 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS $HALL BE p/5TAI1ED IN PYC V) PALM DESERT, CA 92211 n TC TOP OF CURB DLV ELEVATION _ AD PETAL F MEDAN CURB PER CITY OF U OUNN SM 210. VALAA, TAM, CLASS •C GENIC, 424 LE. SLEEVES TO FACILITATE REPLACEMENT: ONCR POSTS SHALL HAVE 1Y X 1Y CONCRETE 772-250-019 (760) 772-3893 ;G A53e9 FG F04M GRACE _ L Q MALL IF THICK CONCRETE ORI ENJAY APPROACHES NO PARKING AREAS. VIAHA TAM - FILLED EAMOUTS AROUND THE POST.WODD . FJ.V:W3dn�- RI F1m9ED CURVE R CONWIE O CARP � YXiHN TAN. DHSS 'C GONG J,LII S.F.Sf. Z �} �i K WA0f11 QIM RAP QIKOKID WKANC PPE © NOTES' U 9 WALL ICXC NNNFETE BINDING PER DETAL ON SHEET 3. pWW TNT. CIASS'C WC. _ Yf IS. F o `A S oS W TOP OF OVAL ELEVATION PVC POT VINYL.VINYL.PER CHILDRENWEwe BRETT L DERSON, PE DATE - IF TOP Or FOOTING ELEVATION Os OAK FEET PER SECOND ADX6T SEWER MANHOLESt0 GRADE AND INSTALLIFX1F toxOE7E CORM. N 4AMHDFS • * TIC fli VOITC:AL C1fA[ S SLOPE PER CYWO METAL S-L DNNW TRY. MASS •C' CON- - e u _ EVC am ARM CURVE TOP TOP OF SLOPE OI ADULT WORK VALVE BOXES TO GRADE AID INSTA . IFXIt O MMM COUAR AT UTWTY AGENCES SHEET INDEX ALL. ON-7 STREETS ARE PRIVATE R POINT OF ww rlNrtRs<cmM TOE ME OF sax WATERUNE VALVE BOXES, '01 MA 4 TW. CLAW 'C CONC.H 21 TA UNDERGROUND UTBJTIES TIC POINT OAK NN V .Da 0 INSTALL DEXORATIVE PAVER I) T PER DETAIL ON L Y COACHELLA VALLEY WATER DISTRICT (WATER & SEWER) 1760) 398-2651 1 COVETS SHEET STORM DRAINS PER 'ROUGH CRADINp III DRARUCE PLANS EC SHEET PRC DID CURVE POOH OF REVERY CRAVE CB Raw CATCH DASH ELEVATION A ISM OF SBRICNRE 10 EASING WON BA96 AID GUTTER OEPRSAONS. PROPER N RAPE _N 9.642 S.F. 2 EA _ - ' 2 PINT AND PROFILE V 3 DETAILS TIT NO. 31349, PREVIOCMY APPROVED AND COHSTRUC Tm OCR BECIN DIm RLTUN 0100 HAS CFS W 100 YEAR STORM NORMAL NATO RWACE I6 uL ODE DOTT AT FOE HYDRANTL e u . IMPERIAL IRRIGATION DISTRICT 760 398-5811 ( ) ! o ECR Elm DIFm REM SURFACE 1 BASIS OF BEARING r.� EIOM GRADE (475.15) COSTING DIVATDN HUMS PIG H WATER PONT OF MB�CTNG artTEO 12 D6RA. 7 AC VIER AS CAB 3 WITTED O_ SAM EA SOUTHERN CALIFORNIA GAS COMPANY 760 346-4248 ( ) OWNER / DEVELOPER " N -Ai STA GO SUTXN WAX BMW O.C. S.Y. ONCMAE 911" Yam W "'TALL •RLPORvor RULM70RZM w"'C" PAamc SCAN "I'mm Atw SOT _ 1 CA. VERI20N (TELEPHONE) (760) 864-1715 THE CENTERUNE OF•AVENUE 50 SHOWN N 8555'27W ON PARCEL MAP NO. 18327 AS FILED IN BOOK 210, PAGE HIP HIGH POINT PROPOSED ELEVATION i475GR1 PER SOWAT R.w 1s uarAESYMBOL OF ADcfsselm svu EMBEIN 1 EA TOLL BROTHERS, INC. 68 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER, MP MD. - MDM ER NIJL.ER TW TOP OF WILL a PANT F WIDE •BNC SWPDG AT 3'-DC. DIAGONALS NO AAGGTD TIME WARNER (TELEVISION) (760) 340-1312 74-923 HOVIEY L.AHE, SUITE 2-220 AND TAKEN AS N 89154'31'W WAS USED AS THE BASIS OF � 5 ' 10 or, A _ Mm TIMBER • T (a>',},.x;i}: TOP OF SING CONCRETE PAVING AC PAWING � SPACE DEspuTDx sITaPEs © PAW t NOT aLE SBDENG, PER Cm OF U, OWNA PARKING v� SAE srIAVMG mAs 6e u. 7] LT. �BEARINGS * PALM DESERT, CA 9226E (760) 674-9389 FOR THIS MAP. ti CITY of LA QUINTA a ® PM ELEVATION `• 'O. DE[DRATME PAYING O PALM !WOOF 'WHITE ShISM PER CITY' R LA OUNLA 152 LE. � FAX (780) 674-9081 DIan �Set '• (Oy ` © CO slur N MOTE ONE AND TIE DATA 19 D6TALL IF cow- BAWOH BOO( I I FA • - i - �- DITUGHT LIKE C.U.P. 2003-079, S.D.P. 2003.784 0 UNDERGROUND UTILITIES A ALL UNDERGRWNO UTUDES OR STRUCTURES REPORTED RY THE OWNER OR OTHERS AND THOSE SHOWN ON ME RECORDS EXAMINED ME INDICATED WITH IHEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. IT( ACCEPTING - PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, rAGREES TO ASSUME LIABILITY MO TO MOLD UNDERSIGNED IWRMlE55 FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UITl1TIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON ME RECORDS EXAMINED. ME CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRICTURES SHOWN MO ANY OTHER MUTES OR STRUCTURES FOUND AT ME SITE. FF SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ME OWNERS OF ME UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORN. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES TAUT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REWIRE° TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS WRING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SKULL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING MARS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH ME PERFORMANCE OF WORK ON THIS PROJER. EXCEPTING LABIIJTY MUSING FROM THE SOLE NEGUGENCE OF DESIGN PROFESSIONAL - IgOTESSA �cI CH C. <+ G -VILLAGE ,j �' He. C.^ m y '[AR. 9-30-OS '� * CIVIL V '�r('O. ULAI� A PRE�PU.NDER THE DIRECTION OF: DATE: u o R 5 [ ]8-900 Aw 47, Salle 20B . Lo Ouletq CA 92253 D a -W I C N Vokr. 76o-nl-auIHESE 5 a x u l I x FAJe MD-7I1-40]3 IN THE EC�IT�Y�O�F 1pAlpOpUINTA, STATE�fOTF CALIFORNU STREET PA ROVEMENN PLAN Via Tesoro Sta. 18+24.04 to'24+90.08 AT MOUNTAIN VIEW C.C. LOT 185, TR NO. 30357 AAl1p BOOK 324 81 B-PB VOV ER SEIEET SE t/4 IN SW 1/4 SECTION 4, T. 6 S.. R. 7 E. S.B.B. R M. , _ 1_' $FRT. DF $HT$. 6A EA 5 C. O E EXP. 9 30 OS R.C.E. 2059E AP RovED BY; CRY OF LA QUINT • A.L4 OT -TIMOTHY J SON, P.E. ATE PUBLIC 0 KS IRECTOR/CITY ENGINEER R.C.E. N0. 458 3 E%P. DATE 12-31-06 PLANNERS A ENGINEERS SURVEY 0 R S - SCALE: SEE ABOVE B C N C N M A R Tao-1BR-3-ro m 11/f O.DJ➢. FILLED W/ LM N S 0.0. CONC COLLAR DA. 0.6. SOD' NORM OF CL M. OF rA9WDlO1 StR[O a s2rN AVENUE A Cr sou1K O PPI 9892T0. M. sm.110 L'ONTOUR (ALUM 6 SU MAID Ras 90o FEET TO Awm KTUTM xUA®s MARK - REVISIONS APPR. DATE DESIGNED BY: ORA" BY: CHECKED BY: DATE: ACT.• 2004 FOR: TOLL BROTHERS, INC. W.O. NO: Z FILE: I:\38106\IMPIANS\ONSOE\SJP-CONOO-01 04-11-050 78-900 Avenue 47, Ste. 208 To: City of La Quinta, Engineering Date: August 8, 2005 r La Quinta, CA 92253 Address: 78-495 Calle Tampico Job #: 382-06 VOICE: 760-771-4013 t. La Quinta, CA 92253 FAX: 760-771r1073 Attention: Anthony Colarossi Subject: Lot 185, TR 30357, "The Village at Mountain View Country Club" E-MAIL: mdslaauinta(amdsconsulting,net From:.: -: George Prine cc: Toll, T. Hodge, G. Lemon, and G Smith, NO. OF ITEMS: DESCRIPTION: 1 r Toll Bros. Check no: 4486495, $5,200.00, dated 08/05/05, Encroachment Permit Fee RECEIVED AUG - 8 2005 L M6 _ b'y PUBLIC WORK THE ABOVE ITEMS MESSAGE: } ARE SUBMITTED: ! AT YOUR REQUEST lj FORYOURREVIEW r FORYOURRLES Attached is the fee for the Encroachment Permit for the concrete curbs and paving of Los Tesoro, through Lot 185 for the Condominums. lj FOR YOUR APPROVAL FOR YOUR USE It is my understanding a representative from Toll Bros., can sign the' - FOR YOUR INFO necessary papers and obtain this permit and inspections can be called for as required. THE ABOVE ITEMS ARE TRANSMITTED: Thank you for your cooperation. ` .. IJ HEREWITH r Y I J VIA DELIVERY R• , J UNDER SEPARATE COVER • 1 fv e 'Ulcll -C I.-, k.- - -1 PERMIT NO.4456 Mountain View Country Club / Onsite Street Improvements / Tract No. 30357 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Toll Brothers, (Glen Smith), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the - work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30'. Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 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. 6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p; m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m.' The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. 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. Special Conditions Page 1 of 6 r PERMIT NO.4456 Mountain View Country Club / Onsite Street Improvements / Tract No. 30357 Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 9. 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. 10. 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. 11. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit. issuance. 12. 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. Special Conditions Page 2 of 6 PERMIT NO.4456 Mountain View Country Club / Onsite Street Improvements / Tract No. 30357 13. 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 bythe city or existing errors & omissions by the architect or, engineer of record. 14. 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 15. 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. 16. The permittee shall haul all offsite debris.to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified'dump site. 17. 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. 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. special Conditions Page 3 of 6 t� PERMIT NO.4456 Mountain View Country Club / Onsite Street Improvements / Tract No. 30357 C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements.. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 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. Special Conditions Page 4 of 6 PERMIT 'NO.4456 Mountain View Country Club / Onsite Street Improvements / Tract No. 30357 22. Pursuant to Section 14.16.315 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall . be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2:4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 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-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three(3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 1/4" max medium asphalt concrete .shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced. in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 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. special Conditions Page 5 of 6 PERMIT NO.4456 Mountain ,View Country Club / Onsite. Street Improvements / Tract No. 30357 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. i 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- 6 of 6 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4456 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 Vhiq 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 ('/<")_to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway -approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 1/2') 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. City of La Quinta ® R141 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. ❑ 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.