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4586
G1 NOTE: With, plbper>val idation this form constitutes an CITY OF LA QUINTA encroachment permit 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: January 12, 2006 Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Rancho La.Quinta, TM 31085, Mission Drive West and Cabr,ilo Wav (Street address or Description of Location) PURPOSE OF CONSTRUCTION Rough Gradinl;z/Drainarae See PSN 05105 DESCRIPTION OF CONSTRUCTION See PSN 05105 DIMENSION OF INSTALLATION OR REMOVAL 5 AMIS SIZE OF EXCAVATION, IF NEEDED 4-. APPROXIMATE TIME WHEN WORK WILL BEGIN JAMMY 1S, 2006 Sketch (attach construction plans if appropriate) v APPROXIMATE TIME OF COMPLETION MaXeh 31- 2006 ESTIMATED CONSTRUCTION COST $ 113JISS-nn JAN 2p 2006 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and,,placing permanent resurfacing and/or replacing improvements) CfTY In consideration of the granting CEDBpT; g g of thispermit, the applicant hereby agrees to: _ Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all appl:icabl�s and regulations of the City of La Quinta and to pay for any additional replacement necessary as the resulto,this—work. J�.✓� Signature of Appl&ani or Agent- T.D. Desert Deevelo=e:nt, LP P.O. Box 1716 La Quintn, CA 92253 (760) 771-1941 Name of Applicant (please print) Business Address Telephone No. Nuevo Eupineearing 79-811 Country Club Dr. 'A*_krMixda Thm"P CA 4?901 lAq t 779 Name of Contractor and Job Foreman Business Address Telephone No. 438834 11S7 Contractor's License No. City Business License No. Lexitigton Insurance CompAuy 1070452 Applicant's -Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 3,420.00 II Permit Fee 100.00 Pe'naIj-yy As -Built Dep (1,000.00) Cash Deposit -Surety Bond if required TOTAL: $ 4,520.00 Receipt No. Received by Date 4585 PERMIT VALIDATION PERMIT NO. 4586 DATE APPROVED EXPIRATION DATE DATE II:D gSSUE `%,% A — y ., Administrative Authority Recorded by 11 Telephone: (760) 777-7075 �z NOTE: With proper validation this form constitutes an encroachment permit FINANCE Revenue Code 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 O I — — O ILo Subdivision Improvement Permit — Class III DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION RANCHO_ LA QUINTA , TRACT 30185 MISSION DRIVE WEST o- -.31 C,1010r; 110 Wr-J (Street address or Description of Location) J r-%a (a / PF%&- N4CQ iZ_ PURPOSE OF CONSTRUCTION Skpt.rh lattach construction Dlans if aoorooriate) ( SEE PLAN SET NO. 8!0111111116 0510 5- DESCRIPTION OF CONSTRUCTION ( SEE PLAN SET NO, REM_ 051 0 1- DIMENSION OF INSTALLATION OR REMOVAL 571! ACRES SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 0 1$ 0(p APPROXIMATE TIME OF COMPLETION 0 31 g-, k 0 e ESTIMATED CONSTRUCTION COST$ MMM11019M I13,9�s ✓ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) — In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started: Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of thi ork. Signature of Applicant or Agent T.D. DESERT DEVELOPMENT, LP P.O. BOX 1716, LA QUINTA, CA 92253 760-771-1941 Name of Applicant (please print) Business Address Telephone No. NUEVO ENGINEERING 79-811 COUNTRY CLUB DR.,.BERMUDA DUNES, CA 92201 760-345-1778' Name of Contractor and Job Foreman Business Address Telephone No. 438834 ./' —qm — 115-1 Contractor's License No. City Business License`` n LE%INGTON INSURANCE CO. ✓ Applicant's Insurance Company FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee � $ ` �. 100.00 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL Receipt No. Received by Recorded by v0,00 $W Li . 52,0° uu Date Policy Number cffy OF 4 QUINTA PERMIT VALIDATION PERMIT NO. i I OWL t 29 6 DATE APPROVED EXPIRATION DATE ' ( �06 M%.kl� d �iFW Telephone:.1 1 5 Administrative Authority 7�A7, ilea 7 7/ - /9�/ �--� � �s 4,(/, -.(.// >t , _ NUEVO ENGINEERING, -INC. 79-811 COUNTRY CLUB DRIVE • BERMUDA DUNES, CA92201 •760/345-1778 • FAX760/345.6704 GENERAL ENGINEERING CONTRACTOR • LICENSE#438834 PROPOSAL & CONTRACT Page No. of Pages TO T.D. Desert Development PHONE DATE 1/11/06. P.O. Box 1716 JOB Rancho La Quinta La Quinta,.CA 92253 Tract #30185 Attn: Chris King Lots #1- #7 We hereby submit specifications and estimates for: MOBILIZATION $ 4,800.00 CLEARING $ . EXCLUDED PREWATER $ 9,500.00 SITE EXCAVATION $ 43,000.00 OVER EXCAVATION $ 18,665.00 FINISH $ 7,500.00 $ 83,465.00 PROPOSAL NOTES: 1. Bid includes listed items only. 2. Bid excludes:. a) Engineering, inspections and permit fees b) Soil testing c) Construction water costs . d) Utility removal, relocation and adjustment e) Structural excavation and backfill 3. • Bid based on unapproved plans. Bid may be revised upon- receipt of approved plans and/or soils report. 4. Bid based on one move only. Pads to be certified to plus or minus one tenth of afoot of planned elevations prior to move out. 5. Owner to provide source for sufficient supply of construction water at construction site boundary. 6. Nuevo Engineering, Inc. will be responsible for dust control only while working on the job site. 7. Site bid to balance, proposal excludes any import or-expott. 8. Proposal excludes any PM-10 requirements.. 9.. Proposal excludes blow off outlet (Rock Pit).' P•� We Propose hereby to furnish material and labor —complete in accordance with above specifications, 'for the sum of: dollars ($ ). Payment to be made as follows: _ All material is guaranteed to be as specified. All work to be completed in a workmanlike - Authorized manner according to standard practices. Any alteration or deviation from above specifica- Signature g tions involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, . Note: This be proposal may withdrawn accidents or delays beyond our control. Owner to carry fire, tornado and other necessaryP P y insurance. Our workers are fully covered.by Workmen's Compensation Insurance. by us if not accepted within days. Ac eptance d 11rapasHI—The above prices, specifications and conditions are satisfactory andare hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature Date of Acceptance: Signature Oct 13 05 03:42p W & W Design Development 7607716238 p.2 ®Ram copy 1AVEAV ]D ess]"Tuil ]D (cl�vice]kOlp)innl(eIrntty Inc. CIVIL EN.G-INEERING - ♦ LAND QP S/ON PL.ANNI: CONSTRUCTION COST ESTIMATE ; 2 662 TRACT 30185. . i ,, m MARCH 31, 2006. � -RANCHO LA QUINTA ITEM QUANTITY UNIT PRICE CIV11. Q�P COST F OF. CAI�F� 1) Grading a o� 2) Clearing & grubbing 5 AC: $ 500.00 $. 2,500.00 3) Excavation 18,000 Cy $. 1.25. $ 22,500.00 . 4) Finish 5) Catch Basin 7 EA $ $ 1 000.b0 4,500.00- $ 7 0000 .0 4,500.00 �( 6) 18" RCP 110 LF $ 40.00 $ J 4,400.00 Sand Filter Assembly 1 EA $ 10,000.00. �- 0.000.00 Street Improvements'.. (Existing) ' 1) Water Improvements 2) 12" DIP water main 110 LF $ .. 50.00.. $ 5,500.00. 3) 12„ GV .2 EA $ 2,400.00 $ 4,800.00 4) 12" x 11-1/40 bend 1 EA $ 600.00. $ 600.00 5) 12" tee 1 EA $-..... .. 1,200.00. $ 1,200.00 6) 12" x 4" red 1 EA $ 600.00. $ 600.00 7) 4" B:O. Assembly 1 EA $. 1,200.00. $:. 1,200.00' 8) V service 7 EA . $ 450.00. $. 3,150.00 1 Y2" service-(irr.) 1 EA- $ 600.00-... 600.00• $ : - 17,650.00 1) Sewer Improvements 2) 8" VCP sewer 281 LF $ .30.00. $. 8,430.00 3) 48" diameter manhole 1 EA $ . 2,500.00 $: 2,500.00.... . 4) 4" lateral 7 EA. $. 400.00 $ 2,800.0Y 48 drop manhole 1 EA: $ .5,500.00, 5,500.00:� $ 19,230.00. 1 . ` 7. Lots $ 2,500.00 $ 17, 500.00-- Perimeter wall 290 LF $• 45.00 $ 13,050.00 Total On -site improvements.: 118,330.00. Total..Off-site improvements; ,., 0-00 Total Improvements i. $ 131,380.00. 1) General '- 2) Tract monumentation 5,000.00 / Professional fees (construction). 10% x $131,3B0 = $13,138.00 3) 80% complete $. 2,628.00 Professional fees (constructii n) 10% x $131,380 = $13,138.00 13 138. 00 $ 15, 766.00 TOTAL: $: 147,146.00 79-4�W CorporatE Center Drive • Suite 107 La Quinta, California 92253 • (760) 771-6237 • Fax (760) 771-6238: ROUGH -GRADING AND ST-ORM DRAIN PLAN TRACT NO. 30185 BEING A SUBDIVISION OF PARCEL 2.OF PARCEL MAP 25187 AS SHOWN BY PARCEL MAP ON FILE IN BOOK 163, PAGES 95 & 96 AND LOT "E" OF TRACT 28640 AS SHOWN BY MAP ON FILE IN BOOK 273, PAGES 39-43 OF MAPS, RECORDS OF RIVERSIDE COUNTY. IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA PREPARED FOR: OWNER/DEVELOPER: T.D. DESERT DEVELOPMENT GRADING NOTES: 79-285 RANCHO LA QUINTA DRIVE LA QUINTA, CAUFORNIA M53 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING (760) 777-7747 REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION AND _III CONSTRUCTION NOTES QI CONSTRUCT COMBINATION INLET CATCH BASIN NO3-1 EA VICINITY CITY O PER CITY QUINTA STANDARD 302 S AND ON SHEET 7 WEAR IL f 02 CONSIRLT 110 LF OF 1tr RRCPO O50X 110 LF., D LOAD - 2000 1. QJ CONSTRUCT OUTLET STRUCTURE PER DETAIL *A' ON BEET 3 1 EA SOILS ENGINEER'S CERTIFICATE Q4 CONSTRUCT SAND FILTER PER CITY OF LA QUINTA 2 EA WE HALE RENEWED THIS CRAOOIG PLAN AND FIND R STANDARD 370 (2 EA) . At UBSTSOILS NTIAL /W-12ANCE DATED 12-2Mh AI o?7M6•a 89 AIXXK O SUBSTANTIAL #89-12ANC: NIN ME IS;;t OS CONSTRICT 107 OF LEACH LANE PER CITY OF LA OIRNTA 107 LF. Q0.0EESSIp, Ep,1cue STANDARD 370 © CONSTRUCT 4' SCHEDULE 40 PVC O 2.- 10 LF. ^ lac 'Os�` A m Q7 CONSTRUCT BLOW OFF OUTLET PER DETAIL ON SHEET 3 1 EA CRAIG S. HILL - RCE 38234 - OF 3-31-0 3' TAP. v4w> FARM SYSTEMS SOUTHWEST D 8 COUNTRY CLUB OXYL MUM I A;8EII1 ' F ? d4 EXISTING AC C 'G Ir VCSEWER MAIN WATER MAIN TYPICAL SECTION NTS MISSION DRIVE WEST CABRILLO WAY LEGEND (EXISTING) () INDICATES EXISTING TC INDICATES TOP OF CURB CRC FL INDICATES FLOVNHE FA PA FA FS INDICATES FINISHED SURFACE VARIES VARIES 2' TYP 3' TYP EX INDICATES CXISTINC X TYP 2' TYP FG INDICATES FINISHED GRADE HP INDICATES HIGH PONT GB INDICATES GRADE BREAK INV INDICATES INVERT OF PIPE ELEVATION71U� 0.]' IM N FF INDICATES FINISH FLOOR PE .4M, PE INDICATES PE ELEVATION 0.3' MIN h LP INDICATES LOW POINT CB INDICATES CATCH BASIN CPP INDICATES CORRUGATED PLASTIC PIPE TYPICAL SIDELOT CROSS SECTION 'C-C' PUE INDICATES PUBLIC UTIUTY EASEMENT HITS INDICATES EXISTING WALL INDICATES DIRT SLOPE f1 INDICATES FINISH CONTOUR INDICATES EXISTING CONTOUR INDICATES DAYLIGHT UNE ` TW INDICATES TOP OF WALL - - - - INDICATES SUBDIVISION BOUNDARY OR RIGHT OF WAY ------- INDICATES LOT UNE --------- INDICATES P.U.E. --INDICATES R/W LOTS: LOTS 1-7: RESIDENTIAL LOT 8: WELL SITE LOT 'A': LANDSCAPE/OPEN SPACE U,p,R,p,,LI17 UTILITY PURVEYORS: WATER: COACHELLA VALLEY WATER DISTRICT 760-398-2651 -BOO- SEWER: COACHELLAIAL VALLEY WATER DISTRICT 760-398-2651 IMP ELECTRIC: IMPERIAL IRRIGATION DISTRICT 1-800-303-7758 227- TELEPHONE: VERIZON 1-800-483-50DO 2600 CAS: THE GAS COMPANY 1-BW-427-2200 CABLE TIME WARNER 760-340-1312 RAW CUT - RAW FILL NOTES 1� 10 WIDE P.U.E CUT 900 CY SHRINK 0 CY FILL 18 900 CY SWELL- 0 CY IMPORT 1�P OVER EVACUATION - 0 CY NOTE NO ADJUSTMENT HAS BEEN MADE FOR STRIPPING OR SUBSIDENCE. THE SITE HAS BEEN PREVIOUSLY GRADED UNDER THE MASS GRADING PLAN FOR THE JERRY PATE GOLF COURSE AT RANCHO LA OUINTA C.C. BASIS OF BEARINGS SOUTH UNE OF SECTION 32, T5S, RX SEIM AS SHOWN ON TRACT 26524 FILE IN BOOK 238 ON PAGES 84 THROUGH 86 INCLUSIVE, SAID LINE (FEARS N8951'05'W BENCHMARK PD-102-70 BRASS CAP STAMPED 'PD-102-70' NEAR INT. OF WASHINGTON ST. & AVE 50. 315.0' W. ON AVE 50. 45.0' N. BEHIND CURB 6.0' S. OF PP T29860 FLUSH IN LAWN. EL-43.772 FEMA DOD INFORMATION PROJECT IS IN FLOOD ZONE X INDEX MAP SOILS REPORT, NO. 89-12-833 DATED. DECEMBER 22, 1989 AND MARCH 14, 2005. PREPARED BY: BUENA ENGINEERING INC. TELEPHONE NO. 760-345-1568 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING OWING TO INSURE COMPLIANCE WITH THE PAWS, SPECIFICATIONS, AND CODE WITHIN THEM PURVIEW. L THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS. SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHAH BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. S AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6' ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1. 7. PES SHALL BE COMPACTED TO A MINIMUM OF 9OX RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. S. MINIMUM BUILDING PE DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES THE MINIMUM SLOPE OF SYALES SWILL BE 050%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) Puma OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 701D OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 70OZ OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER error Ni 10 ALL STREET SECTIONS ARE TWATIVE. THE MINIMUM SECTION IS 3' A.C. OVER 4.5- CRASHED AB.. ADW04AL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL, STREET SECTION. SCALE I' - IOC 0 50 100 200 400' ESTIMATE OF QUANTITIES THE ESTIMATE OF QUANTITIES SHOWN ON THESE PLANS IS FOR OBTAINING A PERMIT ONLYI THE CONTRACTOR IS RESPONSASU FOR HIS OWN QUANTITIES FOR BIDDING PURPOSES! FEMA FLOOD INFORMATION PROJECT IS IN FLOOD ZONE X PER FARM MAP PANEL #060709 0005E DATED APRIL 19. 1991 OWNER/APPLICANT: T.D. DESERT DEVELOPMENT 79-285 RANCHO LA QUINTA DRIVE LA QUINTA, CAUFORNIA 92253 (760) 777-7747 ENGINEER: W&W DESIGN DEVELOPMENT, INC 79440 CORPORATE CENTER DRIVE, SUITE 107 LA QUINTA, CAUFORNIA 92253 PHONE: (760) 771-6237 FAX: (760) 771-6238 ASSESSOR'S PARCEL NUMBERS: 646-331-028 649-460-022 LAND USE: 11. THE COY ENGINEER WILL REVIEW FOR APPROVAL THE FOUL STREET SEC IOLS AFTER SUBMITTAL OF TY VANE TESTS FOR ROADWAY SUBBASE 12. LOCATIONS OF FIELD DENSIY' TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL DE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTNG IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SAL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS 11 THE FOUL COMPACTION REPORT AND APPROVAL FROM THE SOBS EGMEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR FACT TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN RACE AND INSPECTED PRIOR TO PAVING. ALLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER. WATER, ELECTRIC. GAS AND DRAINAGE. 15 THE FINAL UTILITY LINE BACKRLL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL. STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORNWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENT BY THE CONTRACTOR. IMMEDIATELY POOR TO FINAL ACCEPTANCE OF STORM DRAINAGE WIENTION/INFILTRATION FACILITIES. THE CONTRACTOR SHALL CONDUCT. IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REWIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. EXISTING LAND USE: VACANT SURROUNDING LAND USE RESIDENTIAL/FLOOD CONTROL CHANNEL PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL ACRES: RE%DENTAL/OPEN SPACE: 3.08 AC WELL STE: 0.54 AC TOTAL 3.62 AC ZONING: EXISTING ZONING RL SURROUNDING ZONING: RL WATER COURSE PROPOSED ZONING: RL GENERAL NOTES: I. ALL WOW( SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL, STUDIES AND/OR PERMITS MAY BE REQUIRED. L IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CAUFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA OUINTA OR OTHER GOVERNING AGENCIES 1 S THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS POOR TO ANY GRADING BRUSRNC OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS 6. THE LOCATIONS OF EXISTING UNDERGROUND UTUTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION CF ALL OUSTING UTIUI!ES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY,AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTIUTIES 7. THE CONTRACTOR %HALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS 8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING. LEGENDS AND PAVEMENT MARKERS, TYPE AND;LOCATHON SHALL BE APPROVED BY THE CITY ENGNEER. 9. THE CONTRACTOR SHALL NOT DISTURB DOSTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON 7HVPLAN$ OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A UCENSED LAND SURVEYOR, ONLY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE 71UE PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 307H: MONDAY - FRIDAY 7:00 AM TO 5:30 PM SATURDAY &DO AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY &CO AM TO 5'.OD PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS It. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEERS DEPOSITED ON THEN AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENCINEFR. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND UGHTED IN CONFORMANCE NTH THE STATE MANUAL OF WARNING SIGNS, UGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO EUMINAIE ANY HAZARDS 11 CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE E7JMINATION SYSTEM (NPOES) PERMIT. OWHERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NO) WITH THE WATER RESOURCES CONTROL BOARD (SWAGS), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE STE. THE NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -FONT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLANAPPROVAL.BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS. INCLUDING BUT NOT UMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RFSD.T OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS 15. THESE PLANS ARE VAUD FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT UMITED TO DESIGN AND IMPROVEMENT COSTS. TO AFFECT COMPLIANCE NTH ANY NEW CITY STANDARDS, ORDINANCES OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DAIL 4 .1 I SCHOOL DISTRICT: DESERT SANDS UNIFIED SCHOOL DISTRICT THOMAS BROTHER'S REFERENCE: PACE 849. H,5. 2000 EDITION LEGAL DESCRIPTION: A SUBDIVISION OF LOT 'E' OF TRACT 28640 AND PARCEL 2 OF PARCEL MAP 25187. I ! ry of q, QUINTA Plan Set No. 0S IDS SHEET ENGINEER IN THE OTY OF IA QWNTA. COUNTY OF RNFA90E SHEET No: SFAT:OF CAMFORNIA p0.�ES5R „ 14 IDS' ROUGH GRADING AND 1 �,. OTNY R. MASS N, P.E DATEQ��}v,�I o Da' , STORM DRAIN PLAN 0 o EAJC WW D TOR / CITY ENGINEER FOR r R.C.E. NO. 45843 EXP. DATE 12 31 06 r.67 Q Q a Q 6fl (; OT Q O Ed PL T3 GT B LD I� - Na aB4EPREPARED BY: aAE 0lamalc . 1A10 ILAMWIG TRACT 30185 DATE: w'� M �E tl ® >� P� pANCNO IA QUINTA COUNTRY CRIB REVISIONS 01/12/2006 THU 11:52 FAX 760 777 7155 City of La Quinta Pub.Wk Q001 TRANSMISSION OK JOB NO. DESTINATION ADDRESS PSWD/SUBADDRESS DESTINATION ID ST. TIME USAGE PGS. RESULT >k>rk:t TX REPORT 4828 97711841 01/12 11:52 00'27 1 OK FINANCE -� '9: i proper validation Revenue Code " form constitutes en CITY OF LA QUINTA oachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT). ' OA . For the construction of public or private curbs, drlvewoys, pavements, sidewalks, perking lots, sewcrs, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS - b Subdivision Improvement Permit -- Class III TE: Minor Improvement Permit Class IV CATION OF CONSTRUCTION RANCHO LA QDZNTA • TRACT 30185 = X=109 DUW WEST o J set address ce Description of Locarloil) f d / pr—r ILo N4V -j4f - �n RPOSE OF CONSTRUCTION Sketch (attach odnstruetion plans if avoroorlatel (S�' M PLAN SET NO. 0"Mk05/05- ` SCRIPTION OF CONSTRUCTION P51 oS VIENSION OF INSTALLATION OR REMOVAL `sue ACRES _ !E OF EXCAVATION, IF NEEDED PROXIMATE TIME WHEN WORK WILL BEGIN l8 C)(4- 'PROXIMATE TIME OF COMPLETION TIMATED CONSTRUCTION COST$ 311100011HIM& 115, 9f.S' icluding removal of all obstruction, materials, and debris, backfilling, eom- ction and placing permanent resurfacing and/or replacl" Improvements) consideration of the granting of this permit, the applicant hereby agrees to: Indemnify,, dafenband save the City, itt authorized agents, officers, representatives and employees, harmless from and against any and all penalties, 44111ties or Ions resulting from clakns or court action end arising out of any o=Went. loss or damage to persons or property happening or octurrloa aso proximate result of arty work undertaken under the permit granted punauaet to this application. Notify the Administrotive Authority at Matt twenty-four 1241 hours in edvetwo of the time when work will be started. Comply with oil applicable City Ordloances, the terms and conditions of the permit and all applicable odes regulations of the City of .'I.e Qylnte and to pay for any additional replaceMent necessary as the result of thpAgrk. SignatNre of App teant or Agent T.D. DESEld DEVELOPMM, LP P:O. BOX 1716, LA gDIIiTA, CA 92253 760-771-1941__ ame of Applicant (please print) Business Address Telephone No. NOEVO 3Nr=MLTtgG 79;;811 COUNM CLUB DR., BEBHQDA DU ES, CA 92201 760-345-1778' ame of Contractor and Job Foreman Business Address Telephone No. 438834 — 00157-_- _ — ontractor's License No: City Business Lice A LEXII =3 IMSUBANCE CO. IL070397 tpplicant's Imurance Company Policy Number s nn c, ^ 'I City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4586 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: 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 pen -nit 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 (W) 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 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. ❑ R70 SOIL STERILIZER: The area to be surfaced shall be treated..with•soil strerilizer. Rate bf.application shall comply with the manufacturer's specifications. City of La Quinta ®. R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or. other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ 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 (6) 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 compacton as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO.4586 Rancho La Quinta / Rough Grading / Tract No. 31085 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. T.D. Desert Develoament and/or Nuevo Engineering, 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 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (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. 8. Any land on which Williamson Act contracts apply shall remain undisturbed. Special Conditions Page 1 of 5 PERMIT NO.4586 Rancho La Quinta / Rough Grading / Tract No. 31085 9. 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. 10. 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. 11. 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. 12. 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 Associate Engineer 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. 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 by the city or existing errors &.omissions by the architect or engineer of record. Special Conditions Page 2 of 5 PERMIT NO.4586 Rancho La Quinta / Rough Grading / Tract No. 31085 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. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the .archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 18. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed..It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. Special Conditions Page 3 of 5 PERNUT NO.4586 Rancho La Quinta / Rough Grading / Tract No. 31085 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 Jocal properties shall be maintained at all times. 22. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A.. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and. clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous. base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Special Conditions Page 4 of 5 PERMIT NO.4586 Rancho La Quinta / Rough Grading / Tract No. 31085 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/" 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 3/" 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. Special Conditions Page 5 of 5