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7090P See below for Finance Revenue Codes c&t,, 4 �W ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:July 13, 2007 LOCATION OF CONSTRUCTION (Street address or Description): La Quinta Museum; 77885 Ave. Montezuma; x-street Ave. Mendoza PURPOSE OF CONSTRUCTION: PM-10, Precise Grading, Potholes for Utilities, Connection of Sewer Laterals, & Install Wet Utilities DESCRIPTION OF CONSTRUCTION: See PSN 07075 & PSN 07081 DIMENSION OFINSTALLATION OR REMOVAL: See PSN 07075 & PSN 07081 APPROXIMATE TIME WHEN WORK WILL BEGIN:ASAP TIME OF COMPLETION:8 Months from Start ESTIMATED CONSTRUCTION COST: $73,662.50 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: 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 at (760) 777- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this wor �? Signature o pplicant or Agent Davis Reed Construction - Elmer Anduiar 78370 Hwy 111, Ste 290, La Quinta, CA 92253 (760)898-3117 Name of Applicant (please print) Business Address Telephone No. Same as above (760)777-1440 Name of Contractor and Job Foreman Business Address Telephone No. 813480 Contractor's License No. 1420 City Business License No. Travelers Prop. Cas. Co. of America C05254C325 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Finance Revenue Code Inspection Fee E_1 $2,210 Permit Fee E-1 $100 As -Built Deposit E_A $0 Cash Deposit -Surety Bond, E_B $0 if required TOTAL $2,310J001'4a( t�%+Y 6 y F;r►a..ce Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attachedCschedule PERMIT NO.7090 DATE APPROVED: `JU((/ 30. ZOO -7 EXPIRATIOWDATE: Sul v 3 , Z 04e BY: �"] Administrative Authority —7,(-�o/d-r7' J, '„ �s�•��: Z � r �. I) ��eus t &-raxo Date: '7/j0/07 rot M wn -0 a.# M.. ?.. V.4, PUBLIC WORKS DEPART. APPLICATION FOR PER T JUy 1 0 2007 Tract No: '2 7- 88S- /t%n'te WMaProject Name: Qy X P Vicinity: _,e ayioq 1noAiMz_v61 + �- 4V&AI1 s�D Yt �4�o2A Purpose of Construction (i.e.: Offsite Street, etc. Description of Construction (i.e.: See Plan Set No. 01234) Pm (o - I 0 0708/ Dimension of Installation or Removal:=Y=� r Approximate Construction Start Date:. AS A Approximate Construction Completion Date: Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and Placing permanent resurfacing and or replacing improvements Contact Name: 4-/#wir- / Name of Applicant/Owner: _ Applicant Address: Applicant Telephone Number: Applicant E-mail Address: Name of Contractor: de/.*-4e' Phone Number: 760) Contractor Address: Contractor Telephone Number: 7 6 7 Contractor State License Number:. S!3 Contractor City Business License Number: Contractor E-mail Address: -e-QA t-40 A C.-Ji .) Y✓ t/I ,Ste fe C1.40 ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED A Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: Office. Use Only: C ` Inspection Fee: � y Pe. t Fee: 4 - I oaf As -Built Deposit: Dust Control Deposit: _ Credit Amount: TOTAL FEE DUE: $a+ 3 ( C Office Use Only: Assigned Permit Number Approval Date: Expiration Issue Date: Administrative Authority. # 2000-0/D am FOR PERMrr.doc CITY OF LA QUINTA MUSEUM ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COSTS PERMIT ESTIMATE Date: July 30, 2007 J.N. 2015079301 ITEM DESCRIPTION UNIT QUANITY UNIT PRICE TOTAL 1 . 3" AC over 4.5" AB SF 37 $ 12.00 $ 444.00 2 6" Curb & Gutter LF 28 $ 24.00 $ 672.00 3 6" Median Curb LF 248 $ 14.50 $ 3,596.00 4 Remove & Replace w/3" AC/4.5" AB LF 457 $ 6.00 $ 2,742.00 5 Sawcut & Replace w/1.0' AC LF 320 $ 6.00 $ 1,920.00 6 4" Thick Sidewalk SF 1.048. $ 3.25 $ 3,406.00 7 6' Hi h Masonry blockwall LF 53 $ 90.00 $ 4,770,00 8 Concrete Driveway Approach SF . 195 $ 12.50 $ 2,437.50 9 Curb Ram - Case A EA 1 $ 475.00 $ 475.00 10 ADA Accessible Ramp EA 2 $ 770.00 $ 1,540.00 11 6" SDR-35 PVC storm Drain LF 260 .$ 40.00 $10,400.00 12 4" Wide White Parking Stripes LS 1 $. 2.000.00 $ 2,000.00 13 Relocate Water Meter EA 2 $ 2,000.00 $ 4,000.00 14 Decorative Pavement SF 2,282 $ 12.50 $ 28,525.00 15 Decorative Fence (wrought Iron LF 60 $ 25.00 $ 1,500.00 16 Bike Rack EA 1 $ 1,500.00 $ 1,500.00 17 Maxwell IV Drywell EA 1 $ 950.00 $ 950.00 18 4" SDL-35 PVC Dtorm Drain LF 8 $ 30.00 $ 240.00 19 Drain thru Curb EA 1 $ 500.00 $ 500.00 20 Drain Under Sidewalk EA 1 $ 1,500.00 $ 1,500.00 21 Replace Portion of Cross Gutter LF 5 $ 25.00 $ 125.00 22 1' Wide Concrete Landing SF 34 $ 5.00 $ 170.00 23 188AB Two Way Reflective Marker EA 1 $ 250.00 $ 250.00 TOTAL $ 73,662.50 0:\40793\4079300\docs\eslimale\07-07-30 La Quinta Museum Permit Estimate DA VIS REED Request For Information Company: Davis Reed Construction, Inc. RFI M 10 Project: La Quinta Museum Reference: Avenida Montezuma Offsite Work Job #: 434 Date: July 3, 2007 Work within Avendia Potholing and connection to the existing sewer laterals, installation of the fire service and fire hydrant, and various other offsite improvements require working within the R/W of Avenida Montezuma. Prior to performing the work in the right-of-way, is a separate excavation permit required from City of La Quinta Public Works? Originator. Armen Altounian Response Required By: July 10, 2007 is, the contractor is required to get a no fee encroachment permit. The contact person at the City public works department Amy Yu 760.777.7047. Signed: Bruno Santos Distribution: Jarod Walker (jwalker@davisreedinc.com) Elmer Andujar (eandujar@davisreedinc.com) Date: July 10, 2007 Vince Buchanan (once@davisreedinc.com) Cliff Rack (crack@davisreedinc.com) GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA OUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AND THE CITY OF LA OUINTA 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 COMPLIANCE WARN ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. 11 SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA 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 REWIRED BY THE CITY OF LA OUINTA OR OTHER GOVERNING AGENCIES 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND 1, PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REWIRING INSPECTIONS S. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMENCINC WORK. HE AGREES TO BE FULLY RESPONSBILE FOR ANY AND ALL DAMAGES WHICH MICHT•P.E OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ;Id UTILITIES 7. THE CONTRACTOR SHALL BE RESPONBIS13LE 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 LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PUNS, 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 LICENSED LAND SURVEYOR. ONLY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS OCTOBER IST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5-.30 PM SATURDAY &00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 51.00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOUDAYS 11. ALL TRAVELED WAYS MUST BE CLEAND DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND U(UHTEO IN CONFORMANCE W7H THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN OROER TO ELIMINATE ANY HAZARDS 13. CONTSTRUCTION PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WIN THE WATER RESOURCES CONTROL 80-D (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE ME NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT 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 PLAN APPROVAL, 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 INTECRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS. INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS. INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS 15. THESE PLANS ARE VAUO FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPON SHALL BEAR ALL COSTS ASSOCIATED WTH UPDATING THE PLANS, INCLUDING BU NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS. TO AFFECT COMPLIANCE W1 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 DATE. SOILS ENGINEER'S CERTIFICATE WE HAVE RENEWED DOS GRADING PLAN AND FIND R TO BE IN SUBSTANTIAL CONFO THE RECOMMENDATIONS OF OUR Sous REPORT (073-25006, BATED 02/28/2W ,MP6eN- MD. SHUHEFD, PE DATE i Esc R.C.E. NO. 6973E EMPIRES 8/30/08 PROFESSIONAL SERVICE INDUSTRIES. INC 6887 NANC'Y RIDGE DRIVE, SUITE E ,• cAUP�` SAN DECO. CA 92121 BASIS OF BEARINGS: M BORWA SH0ASU N1 14WEOI AM BON DE CUITUIRIE OFGWLL MAPm AOGUN SHM PANS WP Nx 2710. FIIFD N EXXK 175, WLR I W L OAQ N 89169'22" E BENCHMARK: RYVUrAE OWN T KSXlMTe4 Po-102-70 I' 49w�W1 OF 31' W. ON AYC M 4F K. KO AREA ON SIM M. Ill. Of W) IIAWS. 1 NAN TM LVN N TIC $C=031 1/4 SEC. Mt, 15; 9X F631, M 14 W 3 ELEVATION: 43.772 IN THE CITY �Oq�F (LA� Q UINTA, STATElDll- OF CALIFORNIA �RD EFiNlf: PLANNING AND ZONING COMPLIWICE: ��JLs �11 ��1J �� IIL►1�'oAfE � PBAFETY DIEECTOR CONY 0 DEVELOP DUtECTOR, IA DAFT IUD I SIGNING AND STRIPING NOTES I--G O� s 109 IE 9 119 A� l3 12 y B �(O C- ^ 11339 � /(f B 1 8/ 8 2- lQ 3 I. DD: N A PROVAL BUT g01T To RECALLING PUN THE IMP V NECESSARY, SHOWN SUBSEQUENT NTHEESE �1W GJ ��/� Ql ro PIN+ APPRovAL. BUT PRIOR ro cauPlirlON OF THE wPROL•vaN+Ts SNOW+ a+ THESE PUNS IF ANY NEW STREET OIPROVD IMIS HAVE BEEN INSTALLED BY DIE an OR A THIRD LOCATED IN A PORTION OF THE S 1 /2 OF SECTION 1, T. 6 S., R. 6 E., S.B.M. PARTYWTIN THE NUEDHATE MONTY OF THE IMPROVEMENTS FROM BY THESE PLANS' IF CITY STAFF DETERYVES THE NEWLY INSTALLED IMPROVEMENTS IMPACT THE DESIGN PAVING NOTES I. ROI All UNOFRCRID FAWRFS WCLUDHNG SERVILE LITE ALS SKU BE IN PUCE WITH FRE)CHFS COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION d PAVING. CONTRACTOR SHALL SUBMIT WRN01 EVIDENCE TO THE CRY ISSUED Of THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN WSUI LED AND ACCEPTER 2. A SEPARATE PERMIT IS REQUIRED FOR ALL IXGVARONS WITHIN DMING ROADWAYS AND TRAVELW'AYS. LANE CLOSURES AND DETOURS 94ALL BE POSTED, DELINEATED AND LIGHTED IN CONFORMANCE WITH THE GiTRAw *MANUAL OF TRAFFIC CONTROLS FOR CONSIRIUCrIDN AND YNIIIEIANCE WORN ZONES AMID MY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. 1 ASPIIALT CONCRETE PAVING EXCEPT FOR OVERLAYS, SHALL BE D6Ol1ED IN Two (2) OR MORE CWE�NO�ORY SECTIONS 203-Q32 OF THE SGVDU0 S�) FOLLOWS. WTAWNG COURSE (UDPFR COURSE): Mil.-O-AR-4000 BASE COURSE (LOWER COURSES} 1118-11-AR-4000 THE WEARING COURSE 94Y1 BE A 0.1 FEET TIIa(; THE BASE MOWS) SHALL CONTAIN THE BAAMM OF ((THHE REQUIRED ASPHALT CONCRETE THICKNESS. SWWL SUDRR rOR APPROVAL A COMPPLETTE�FPoSED OF PAVEMENT IDENTIFYING THE RIX OPORATION% THE OR G ARACTFRISIICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL ACGEGATE VOIDS AND S-VALUE FOR VARIDW OIL CONTENTS FOR EACH MIL TO INSURE DULL(VYA) AL THE WNTRALTOR/SUPPUER 6 6 ENCOURAGED TO REFER TO U WHIRS DESIGN LUX APPROVAL CHECKUST (rORY Fa82) TO INSURE ALL REQUIRED UB TESTS ARE PERFORMED. CEAnIED. AND SUBMITTED oR RENEW. �' 5. A 'TACK CANT SHALL BE MPLIED TO EROSITNO PAVEMENT, P.C.C. SURFACES AND IKE AG BASE COURSE IF TRAFFIC INS ?NEVI ON T. THE TALK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE SS -lb CONFORMING TO SECTION 203-3 OF THE STANDARD SPECUIGLIW)NS. THE UOIID ASPHALT 94YL BE GRADE 60-70 AND APPLIED AT THE RATE a GAL/TD. IT. NEW IMPROYEMENTS THAT JOIN OUSTING IMPROVEMENTS SHALL JOIN OR WITCH IN A GUNNER SATISFACTORY TO THE CITY ENGINEER CONSTRUCTION OPERATIONS REWIRED TO ACHIEVE A SAM DURABLE AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND IMPROVEMENTS MAY WCLROE SAWINGCUTTING, REMOVAL,T, REPIACEMECAPPING AND/OR COD PLAYING' AS NEEDED. 7. ALL. MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT LNSTALLA11ON IS COMPLETED. 8. THE CURB SMALL BE ETCHED OR STAMPED SHOWING G UTILITY SURACE LATERAL LOCATIONS AS FOLLOWS:* 'S' FOR SEWER.'If FOR CAS, AND'C FOR ELECTRICAL POWER LEGEND AND ABBREVIATIONS TOR OF CURB .......... TO FLOWUNE .............. FL FINISHED SURFACE ........ FS FINISHED GRADE ........ TO HIGH POND ............ HP LOW POINT ...... ...... LP GRADE BASK .......... GB WVERr .............. IN MGM OF WAY ......... R/W PROPERTY LINE ......... PL IYPK'AL ............. TYP DUSTING CONTOURS ....... -502- FLOW GRADE ..... :...... -�_ PLANTER AREA ..... ..... PA WATER VALVE ..... ..... IOU MANHOLE .............. MIT BLOW OFF .............. BO TOP GRATE ............. TO MAUIOIE .......... SANK FG ELEVATION ....... (RXXM) . PROPOSED RPM MARKET T ....... 0 ENGINEER'S NOTE THE CUSIFNU AM LOCATION OF ANY INDUtCRORD UIUTY PIPE OR snuruRES SHOWN ON THESE PLANS WERE OUDINm BY A 97RON OF NALABE RECORD& THESE LOCATIONS ARE ADPRD)SMAX IF SIM BE TIE CONTRACTORS RFSPON4DA11Y D VERFY TE LOCATION OF ALL VWM OR STRUCTURES ABOVE OR BMW CWWI40. SWAN OR NOT SHOWN ON THEY PLANS THE ENWVER 6 TO BE NOTIFIED OF ANY OISOMPANIIS SD RW ANY NECESSARY ADJUSTMENT CAN BE UWE IN THE ALXJOIEM AQ/OR GRACE OF THE PROPOSED MPROEYENTS THE OONTRACMR 6 RECURED TO THE PREGAUTIONAN MEASURES N PROTECT ANY UTILITY UNITS SOX AND ANY OTTO LIES NOT OF MEwRD. AND/OR NOT SIM ON THEY PUNS THE CONTRACTOR WILL BE HaD RESPONSIBLE FOR ALL WAGE TO ANY UTILITIES OR STRUCTURES WISED Of HIS OPERATION. PAVEMENT LEGEND ROM msnNG A.C. PAVEMENT REMOVE EXISTING CONCRETE •9 TFIB LAWN CAI,, AT LEW TWO ML B8POR8 o nOmKWlo an Pwm DU D1'I p ro auvAruq Y% 1-800-227-2600 rr UNOOICRWM SLR+KL MWf BUORE EXCwYANN) ML CONTRACrOA 51NLL VTAMY NNE Ixwnox oV uT4oukRouAo uTKmn Iry CINFACIINO 4RWIY IIIIDITAGROU140 SYNMCL A1LRT Al I-e0o-YM7-2000 CONSTRUCT Y A.C. PAVEMENT OVER 4.$CUSS D AMCAE ROSE GRADING NOTES WTEGIOTY OF THEY PUNS AS O6KW UY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO OESCH AND IMPROVEMENT COSTS INCURRED AS A RESULT OF THE DESIGN 1. GRADING SHALL BE W ACCORDANCE WIN DIE ENGINEERED GLIDING REQUIREMENTS OF THE REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS UNIFORM BINDING CODE, LATEST EDITION, AND SOLS REPORT N0. QZ3-25OOe 2 UPON APPROVAL, THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) 7 v O DATED. FEWLIARY 1d 2007 MONTHS FROM DATE OF APPROVAL THE IMPROVEMENT SPONSOR SHALL BEM ALL COSTS PREPARED BY: PROFSSIO141 SfIMCE Wp/SIRIES. HNC TLEPHORE NOL ASSOGAIFD WIN UPDATING THE PLANS INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS TO AFFECT COMPLIANCE W W ANY NEW CITY STANDARDS "NANKES. AVENIDA MONTEZUMA SEE SPECIAL RECO MENDATIONS FOR SITE PREPARATION AM GRADING REQUIRDIVITS NEAR OR LAWS AND RECUUTIONi ETIACFED OR ADOPTED BY THE O Y OR OTHER JOSOICTIONS �c 11E FISTING BUIDWO WITH AUTHOMTY SVBSEDUENT TO THE PLAN APPROVAL DATE 2 THE Sall ENGINEER AND THE ENGINEERING GEOLOGIST SHALL DERGSE SUFFICIENT INDEX MAP rs3o' CONSTRUCTION NOTES (D CONSTRUCT Jr A.C. PAVEMENT OVER 4S GAB Q2 CONSTRUCT B CURB AND DIFFER PER CITY OF LA OUINTA STANDARD 2DI. 0 CONSTRUCT 6 MEDIAN CURB PER CITY OF LA QUDFTA STANDARD 210. I O4 REMOVE EASING A.C. PAVEMENT. REPLACE WITH Jr A.C. PAVEMENT OVER 45r CAB. O SAWCUT AND REPLACE IN KIND MY YIN. AC PAVEMENT AND MATCH ELEVATION. Q CONSTRUCT r TICK 4- WIDE YIN P.C. CONCRETE SDEYAX PER CITY OF U QUINT SMOABD 240. SLOPE PER PLAN (5X MAX LONGITUDINAL, 2X MAX CROSS TOPE). Q CONSTRUCT W NO MAX. CNU SCREEN WAIL PER SEPARATE PLAN AND PERIIFI. TOP OF WALE ELEVATION PER PLAN. Q8 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COY OF LA OUWFA STANDARD 221. 0 CONSTRUCT CURB RAMP CASE 'A' PER CITY OF LA OUINTA STANDARD 25D. CONSTRUCT ABA ACCESSIBLE CURB RAMP PER DETAILS ON SHEET 2. CONSTRUCT 6 SOR-35 PVC STORY DRAIN 0 1.OX YINIYUM SLOPE UNLESS NOTED OTHERWISE ON PLANS. ® CONSTRUCT O NYLDPL/6T IN -LINE DRAIN BASIN WITH E NOS CREDIT ATRIUM ELATE ® FAIN 4' BOOK WHITE DOUBLE HAIRPIN PARKING STRIPE © RELOCATE EXISTING WATER METER TO COMPLY WHIN LOCATION PER COY OF U QUINT STANDARD TIES. ® CONSTRUCT DECORATIVE PAVEMENT PEN LANDSCAPE ARaWECTS PLAN SEr. ® CONSTRUCT DECORATIVE FENCE PER LANDSCAPE AACHRELTS PLAN SET. ® INSTALL MILE PACK PER LANDSCAPE ARCHITECT'S PLAN SET. ® INSTAL MA WELL N DRYWO1 PER DETAIL ON SHEET 4. CONSTRUCT r SDL-35 PVC STORM DRAIN. SLOPE AS NOTED ON PLANS (1.OX MIN} ® CONSTRUCT PRIVATE OWN THROUGH CURB PER CITY OF LA OUINTA STANDARD 321 ®I CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE ROAD WPROIEYENT STANDARD ND. 309. ® CONSTRUCT DECORATIVE LANDSCAPE FEATURE PER LANDSCAPE ARCHITECTS PLAN SET ® DWI ONE BLOCK AT BASE COURSE FOR DRAINAGE © CONSTRUCT V HIGH SEAT WALL PER LANDSCAPE ARCHUECTS SPECIFICATIONS ® REPLACE PONOON OF CROSS GUM PER COY OF LA OUINTA STANDARD 240 MODIFIED TO 6' WDE TO MATCH EXISTING . © CONSTRUCT I- WIDE P.C. CONCRETE LANOINO PER DEAL ON SHEET 3. INSTALL 66A8 TWO WAY UFE-UTE REFLECTIVE ROAD MAKER OR EQUIVALENT. ;jo;ESSl4%YY,, PREPARED UNDER THE SUPERVISION OF: [Pp 1J/31/DB� � A. 8A2 8� DATE TE R.C.E. NO. C . DIP. 12/31/08 73-733STANlrECR CONSULTING INC. fa 73-733 FRET WAKING DRIVE SURE 100 PALM DESERT, CA 92260 StafIteC 760.346.98" • I QUANTITY A SIIPFA415ORY CONTROL DURING OWING TO INSURE COMPLIANCE WTH THE PLANS SPECIFICATIONS. AND CODE WTHW THEIR PURVIEW. 1 ALL WORK SHALL BE DONE W ACCORDANCE WIN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION. AND RIVERSIDE COUNTY STANDARD PLANS LATEST EDITION, HEREAFTER REFERRED TO AS WE STANDARD SPECIFICATIONS AND n 1 THE DESIGN CIVIL EN(LEFR SHALL EXERCISE SUFFICIENT CONTROL WRING GRADING AND STANDARD PUNS, UNLESS OTHERWSE SPECIFIED. I CONSTRUCTION ro ENSURE COMPLIANCE WTH THE PLANS SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. A TRAFFIC STRIPES RASED PAVEMENT MARKERS AND SONS (EXCEPT PAVEMENT LECENDS). SHALL COMPLY WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND _ 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT STANDARD SPECIFICATIONS, HEREAFTER REFERRED TO AS THE STATE STANDARD DRAINAGE STRUCTURES TEMPORARY ORAINAGE CONTROL 9ULL BE PROVIDED TO PREVENT SPECIFICATIONS AND STATE STANDARD PINS Y TIMING WATER AND DAMAGE TO ADJACENT PROPERTY. S PAVEMENT LEGENDS SHALL WtOR an -OWNED STENCILS CALL CITY INSPECTOR AT (760) ��{1 EXISTING GROUNDSHALL BE FOR RENTAL OF an STFRats W INFORMATION M j� EXISTING SITE GRADES OR BELOW THE BOTTOMS OF THE PROPOSED FOOTINGS WHICHEVER REGARDING MODEL TIM OOFMgryESTTEENCILS. 11 DEEPER. EXCAVATIONS 91gIID NOT EXTEND BELOW TIE FOOTINGS Q THE EXISTING STRUCTURE & RASED PAVEMENT MARKERS SHALL TO THE PROMS, IN 85 OF THE B THE YAXMIIY CUT AND FILL ROPES SHALL BE 21. FOR ADHESIVE A STANDARD EHTITItD PAVEMENT YARIEAS ADHESIVE FOR PAVEMENT STATE STANDARD ENTITLED PA 7. DADS SHALL NE COMPACTED TO A YYUIIIY OR 90% RL3ATIVE DENSITY PER ASi.11. SHALL CaEONS TO THE PROW9a6 W SECTION 95-204 a THE SUITE CONFORM TO THE STANDARD SPECIFICATIONS ENTITLED RAPID SET EPDXY ADHESIVE FOR PAVEMENT YARI(FRS, STANDARD SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. B MINIMUM UNPAVED SITE ROPES SIIA11 NE 2X FOR DRAINAGE. DRAINAGE SWAIFS SHALL BE 7. TRAFFIC SBOTH AND MARKINGS SHALL BE AR O S C TWO COATS WTH RF METED 2FD MATERIAL W BOTH CUAI$ AND SHALL CONFORM TO SECTION 84-3, ENOTIED PAINTED A MIN UM OF 0.Y DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED W THE STATE STANDARD p FILL SLOPES. THE MINIMUM SLOPE OF SWAIES SHALL BE 0.5OX SPECIFICATIONS. 9. ALL FILLS SHALL BE COMPACTED TO A MWWY OF NINETY (90) PERCENT OF MAYMUM B. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT F3. - DENSITY AS DETERMINED BY THE UNIFORM BU6DING CODE SECTION 7010 OR EQUIVALENT AS CONFLICT OR CONNSE TRAFFIC AS A RESULT OF THE NEW INSTALLED WORK SHOWN ON APPROVED BY THE an ENGINEER. FEED DENSITY SHALL BE DETERMINED W ACCORDANCE WIN THE UNIFORM BUILDING CODE SECTION 70DZ OR EQUIVALENT. AS DETERMINED BY THE THE PLAN SHALL BE REMOVED BY NET SANDBLASTING OR G6NDIN0. CITY ENCINEER 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WTU/ THE WORK AREA AND 4-iY / THE CONTRACTOR SHALL TARE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND 10, ALL STREETSECTIONS ARE TENTATIVE THE MINIMUM SECTION IS 3' A.C. OVER 4.5' PROPERTY ADJACENT TO THE SANDBLASTING OPERATORS THE DEBRIS RESULTING FROM THE CRUSHED All. ADDITIONAL SOIL TESTIS) SHALL BE REWIRED AFTER ROUGH GRADING TO SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR DETERMINE EXACT SECTION REaRRDIENTS THE CITY ENGINEER SHALL APPROVE INE FINAL OEBMS WMIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR STREET SECTION. HIGH -POWER VACUUM. It. THE CITY ENGINEER wLL RENEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED SUBMITTAL O' W VALUE TESTS FOR ROADYWAY SUBBASE O SECTION 203-8 OF THE STANDARD SPECIFICATION& SCARRED TWORK 37 S.F. AREAS RESULTINGCONFFROM OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY 12 LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR COVERED WIN AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SNORE THAT COMPLETELY 28 LF. APPROVED TEST AGENCY AND SHALL BE SUFFICENt W BOTH HORIZONTAL AND VERTICAL OOUTFRATES THE OLD LEGEND FORM 248 Ls. PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED, TESTING UH AREAS OR A CRITICAL NATURE SPECIAL FYPIIA95 SHALL NE W ADDITION TO THE NORMAL 11. ALL SIGNS SHALL CONFORM TO ACTION 36-2, ENTITLED 'ROADSIDE SONS• AS P REPRESENTATIVE SANPIINCS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS SIGNS SHALL BE REFLECTORIZED SHEET 457 LT. ALUMINUM USING HIGH NIENSFY GRADE SHEETING WTH 3M J1160 PROTECTIVE OVERLAY FILM 11 THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL OR APPROVED EQUAL ALL SIGNS SHALL BE MOUNTED WTH THFFT/VANOAL-PROOF' 320 LT. CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WIN FASTENERS CONTRACTOR 9MlL INSTALL ROADWAY SONS AND POSTS PER THE Sim AND THE METHOD OF OBTAINING THE IN -PUCE DENSITY, WHETHER SAND CONE OR DRIVE MHG POST SCHEDULE ON THESE PLANS UNLESS OTHERWSE NOTED. A 104E S.F. AND SHALL BE SO NOTED FOR EA04 TESL SUMC1041 MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY 12. PER GOVERNMENT CODE SECTION 4218, U THE WORK IS W AN AREA WIMOR IS KNOWN, THE RED NCIOOCAN. OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALATIORS CONTRACTOR 53 LF. SHALL CON FACT UNDERORWND SEANCE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN 14. ALL UNDERGROUND FAGUITES WIN LATERALS SHALL BE IN MICE AND INSPECTED AN INQUIRY IDENTIFICATION NUMBER AT LEAST TM WORKING DAYS (48 HOURS) PRIOR TO PRIOR TO PAVING, INCLUDING BUT NOT LOOTED TO THE FOLLOWING SEWER. WATER, ELECTRIC. COMMENCING ANY WORK THAT PEETRANS THE EASTING SURFACE 195 li COS AND DRAINAGE 11 STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING OEPARTUENT PRIOR t0 I EA IS THE FINAL UTIUTY UNE BACKILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL APPLICATION OF PERMANENT PANT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS INCLUDE AN APPROVAL STATEMENT THAT THE &AOKRLL IS SUITABLE FOR THE INTENDED USE PRIOR TO LAYOUT 2 FA - 16. BLOCK WALLS ARE NOT PART O' THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING 14. STEEL SIGN POSTS INSTALLED W CONCRM AREAS SHALL BE INSTALLED W PVC SIM 260 LF. PERMIT(S). TO FACILITATE REPLACEMENT. W)00 POSTS SILL HAVE Ir X If CONCRETE FILLED SLOCKDUTS AROUND THE POST. 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OR STORNWATOR SHEET INDEX C1ri of LA aUINTA 10 a wFLTRATION FACT TIES WRING CONSTRUCTION OF SUBSEQUENT WPIROVDMFNTS BY THE CONTRACTOR. IMMEDIATELY PRIOR r0 FINIAL ACCEPTANCE OF STORY DRAINAGE I lffli SHEET Plan Bet No, REFFNTIONAINFILIRATION FAgUOES DE CONTRACTOR SHALL CONDUCT. W THE PRESENCE OF 2 DEMOLITION PLAN THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE 3 PRECISE GRADING / HORIZONTAL CONTROL PLAN Dim- 2 FA FUNCTIONAL ADEQUACY OF THE FACILITIES 4 HORIZONTAL CONTROL PUN 2282 S.F. CONTRACTORMEASURES AN 1REEQ� VE FLOOD ZONE DESIGNATION BY DUST CONTROL PLAN APPROVVEDUFFORTHIS PROOL JECT. 60 LF. AGENCY CONTACT INFORMATION PANEL N0. 060709 000E B. ZONE X.WITH REVISION DATE OR AUGUST 19.1991 I U WATER/ SEWER CYND 760-398-2651 1 CA POWER ID 1-800--303-7756 OR PROJECT 760-398-5820 SITE 8 LF. TELEPHONE VEIZON 1-800-483-5000 OR I 7842 I U CAS THE CAS COMPANY 1-B00-Do- 27 OR _592200 760-346-5927 CABIN TIME WARNER 760-340-1312 SCHOOLS DESERT SANDS UNITED SCHOOL DISTRICT 760-777-4200 EXISTING UFUITES UNDERGROUND SERVICE MEAT 1-800-227-2600 OWNER INFORMATION 5 LF. OWNER: CITY OF LA OUDTA CONTACT: TOY WAVING BUILDING AND SAFETY DIRECTOR 5 3< S.F.NOTE: CITY COUNCIL APPROVAL REQUIRED I E. PRIOR TO REOPENING STREET VICINITY MAP NOT TO SCALE APPROVED BY'. CITY OF LA QUINTA CITY OF LA OUINTA LOTS 10, ti, AND 12 s-zl-o l BLOCK W, MB 18/82-83 shMmm� TIM01 Y R. JONASS DATE LOCATED N A PORTION OF W S 1/2 OF SECTION 1. TOWNSHIP 5 SWOT RANGE 5 FAST, SBM PUBLIC WORKS DIRECTOR/CITY ENGINEERFOR: LA OUINTA MUSEUM RUE N0. 45843 EXP. DATE 12/31/0/31/08 SHEET NO. 1 OF FILE PG793001 LI I CONSTRUCTION NOTES PAVEMENT LEGEND q Q CONSTRUCT J AC. PAVEMENT OVER 4.5- CA& G - (] 02 CONSTRUCT Or CURB AND GITTFA PER q1Y OF LA WINIA STROM201. � REDONE WSTING PAVEMENTC. PAVEMF::�' - 4. � �'.-• COSTINGWATEP UNE Q3 CONSTRUCT T MEGAN CURB PER CITY OF IA OUWA SfR10ARD 210. © REMOVE ERSNNG A.C. PAVEMENT. REPLACE WITH J A.C. PAVEMENT OVER 4S CAB. -..- .. . s... CONSTRUCT 3' AC. PAVEMENT OVER IS QS SUM AND REPLACE IN WO 1.0' ION AC. PAVOCIT AND MATCH ELEVATION. CLASS I A�ECATE BAD E N I D A M O N T E Z U M A © CONSTRUCT i TICK. 4- WIDE UK P.C. CONCRETE SIDEIYALK PER C" OF IA OUNIA y _ � Exlsnnc �`- (,` O . SFAMDUM 240. SLOPE PER PLAN (5X MAX LONGITUDINAL. a MAX CROSS SLOPE). Q7 CONSTRUCT 6• HKII MAX CUU SUM WALL PER SEPARATE RAN AND PERMIT. TOP ' �':� PROPOSED WATER METER E - F min UNE OF WALL ELEVATION PER RAN. MATCH DUSTING I J _ MATCH EIOSTWG 1 p T CROSS CUE70 f= TRICURB AND GUTTER � ^ PROPOSED .ODIUM LOCATION �OOSIPIC SEWER LATERAL Q8 CONSTRUCT CO?rWFE DRNEWAY APPROACH PER CITY OF LA ODUTA STROM 221. CURB:ARD CUTTER COSTING ADA ACCESSIBLE PARKING STALLS (2) Q9 CONSTRUCT CRAW CASE 'A' PER CITY OF IA STANDARD 250. 4B451C { 3 1T 3 I {6.71R 'y' l71 T t / CUNT RAND B . ExiSTBIO ADA ACCESSIBLEURB CONSTRUCT ADA ACCESSIBLE CURB RAMP PER DETAILS ON SHEET 2 ... _ O.SOx P E 0 POSITION SHOWN�HFFEON10 BE RELOCATED CONSTRUCT IF SDR-35 PVC STORK ORAN O I.Ox MINIMUM SLOP[ UNLESS NOTED N 47 NAND i0G OTHERWISE ON TANS I{e '' IEVEI -47.Stro _ .. @ V 46. IC 17.20TC 4Q7 3 y ` . (2x MAX SLO 17. ITP 7.82 18. I . . ® torSTaucr e• NAOMSf IN " BASIN WITH IF NOS GREEN ATRIUM CRATE - - rfc. vw t . 'C �4 �3 y 4 i BBrP 1 ! a67KYW 47.11TC { �174�e ® PANT f THICK WHITE DOUBLE 1wRPU1 PARKING STRIPE 47.42US .. 1 T 3 q.! AIM. 17.50FS ji 7J MATCH ExlsivIO RELOCATE Ex1S11NC WATER METER TO COMPLY WITH COITION PER CITY OF U WWfA 17.6JTC .3 I 7.SOi'S/`�1 ...1" 'CRBRAMP 81£❑T--I °" 0 14 ❑ ., 9 EDGE OF CONCREf 47.70TC ( •STROM m'GB'' -. reGB BIWY ® CONSTRUCT DECORATIVE PAYELEM PER LANDSCAPE ARCHITECTS RAN SET. DISCO STREET 4 1 FYISIU7G `a p� 5I. 47 49.60T ?' 0.7311 1 �1.- 4 GB pL , ® CONSTRUCT DECORATIVE FENCE PER LANDSCAPE ARCHITEM RAN SET. NAME SIGN BOF CUTTER . � k � P s4.talW 7 ® WSTALL BIKE RACK PER LANDSCAPE ARCHITECTS PLAN SET. s 3 SING 1 `Ya " 1` ,... PA 47.O7M Il 1 PA - ® INSTAL MA M N ORMELL PER DETAIL ON SHEET 4. MATCH ExISITNG 4737TC 5 :NAME SIGN O9 CONSTRICT r SOL-35 PAC STORM DPALN, SLOPE AS NOTED ON PLANS (LOST MIN.). {UM AND CUTTER ,NEC O�; ~ 41 T --SO.OSTOV - - P� ®0 CONSTRUCT PRIVATE GRAN ENROIN.H CURB PER CITY OF IA GUINEA STROM 321 46,94FL � �EXISTM � � - ®1 CONSTRUCT UN001 SIDEWALK DRAM PER COUNTY a RAiFRSIOE ROAD OIPROVEIEM LU 178 LB�UII"DING II IBISES 7.SEAT WALL Pw {II• ocyf' WALL AND CUTER' . rF-47.88 II °AI p o I�--II' SUNDA 0 NO. 309. E051UO C RB, �� ® CONSTRUCT DECORATIVE LANDSCAPE FEATURE PER LMDSC" ARgElECIS PLAN SET II� o `- ® OMIT ONE BLOCK AT BASE COURSE FOR DRAINAGE c - {H 1 p5 ' z 53.401W 41 A II A :. ®1 CONSTRUCT 1• HICH SEAT WALL PER LANDSCAPE AAgWECrS SPMITKA DNS ` `� 5 (S 40EN �. II", 0 47.BFC 50.42f r 4848FS o . IB.IIC R. ® RUM PORTION OF CROSS CUTER PER CIIT' OF IA OUWTA STANDARD 2b I 'O 37 4 .pA '. ALLW S UW. CLEARANCE �I o C 7.BOEC MODIFIED TO 6' WIDE TO MATCH ERSIVAG. DUSTING CURB \ A 6 IDINV 7.CMBFS 7 II FOR SURFACE DRNR4GE CONSTRUCT V WIDE P.C. CONCRETE LANAND PER DETAIL ON SHEET a GUM F--i d.. I f /B75rOP 48.76F5 II INSTALL BEAR TWO WAY LIFE-UrE REFLECTIVE ROAD MARKER OR EQUIVALENT. RB•W_ _ Pk 476 47MG 0 0 • �� - - 1 '� I,` � � f SURFACEtd� gigxx CLEAR (2N MAT)°6oxfiv (2x MAX)a�x 495 48.76US II p IY R W�H-4 8 17 33 6.yK I I - T1 47. T Pt.Ts arm-9.(y yr 47.821C f p PROPOSED.BUiLD PROPOSED PROPOSED r V PC CONCRETE LAMING @r.: - NG JUL PA IPA 34•IOiY 7 SRUCTURE WTI/ H SCREEN STD. O CURB MATCH AND CUT �op� y WRB ANO GUTTER }YO•w 48.IBTG ► PAD--U1' t . 47.96TC S 7.46UP K 4 45 O 54.10IW 7 47.8JTC 47.82TC 1 PARES . (47=) PA 1 - 2.5-JOIN E)OSTING 63 aw.wb - 5 7 4I3 .STD I 7 .TORT - VA6FS .. _ O .. Ij S41 47.90iS. 18.IFC 48SFG+' 4B6FG 1' PC CONCRETE INBWO K I 4B.4F -- I.O YAJ. PA NPA . OM SECTION A -A '"�5F'-=' 1 : +a 167N 7 PROPOSED SIDEYARD DETAIL 26 MEDIAN LANDING �OS� 3 C 47J7R 61TP Q 47,76IP 4al0IC R` _ 48.73TC MATCII FJOSI NG 'i NOT ro SCALE NOT ro SCA1E 47.97TC 4 3 5 47.41R 7.57T ) I 5 3 1 18.2JIP x f � 3 4838IP y EXISTING ALLEY - - - CITYor PUnSeCNNo. NOTE: CITY COUNCIL APPROVAL REQUIRED GRAYIOC PRIOR TO REOPENING STREET x.'AEE r m -la NO. INIT. APPVD DATE I REVISIONS1 ID m A W C BASIS OF BEARINGS: Fry YHB un a FUA ��, I,p PREPARED UNDER THE SUPERVISION OF: E APPROVED BY: CITY OF LA OUNTA CITY OF LA OUIWA SHEET N0. 7g n[ GLARWA 9qm xumw A¢ awn a n[ caTOaNc v wu wcco DW. BBPOREI woa , an rwo VfEi ' AS 9Urt1 ON RNNtl YI➢ No. 7)109. FEED W 60DM 11f, WE45 I A E�9( An0 YOU DICK 70 C=( ARND �7 sTAMEc coNsuulNc INC. PRECISE GRADING PLAN 3 N 89159'22- E ��j 1-800-227-2600 s6>s. s a 73.733 FRED WARING DRIVE LOTS 10, 1i, AND 12 °f BENCttMARIC Iv1 wmacxww swvcc rrm SUITE 100 1 a Rnvrscl Cann D[vGwgN FO-102-70 v my�p W� Fes. 12 I/06 DES R. DATE yqy�� L,, y�� 4Y SIMW MI Of AVE �� I � cuM. 1 or wE I # R.C.E. N0. C 9 EXP. 12/3 V08 PALM DESERT, CA 922.60 ( . ]5 4-07 ��'K ^+vs MB ��82-� FILE: PG793003 'r%' M $�IItCC 760.346.9844 piWncan TIMOTHY R. JONASSON DATE LOCATED 6A A PORTION Of THE S 1/2 OF SECION 1. TOWNSHIP 6 SOUTH, AANCE 6 fA51. SEIM DRAWING N0: nusx Wnrl u'WN W TIC samrasr N4 SEC. s. rss, R7E rase. M. Is 6 s. rxuvArmO rHc C'ONmACTOR slue VOt" ME �Af Ci GLEN- DRAWN BY: CHECKED BY: DATL PUBIC WORKS pRECTOR/CI rY FNCNEER FOR: IOullox or uROdcaanm unmet Ir rnNrAcnw 11LA ELEVATION: 43.772 UnUW ONwRIRDOHD =U[ Auer A7 1-6OO-x27-2600 COG JR FEBRUIWY 2007 r RCE NO. 45843 EXP. DATE t2/31/08 OUINTA MUSEUM 42 IN V PLEASE READ AND FRL OUT IIUY DOCUMENT APPROPRAIELY. EVEN SNAIL PROJECTS War M MDR PART PEE D(6T !POWDERY MSI or ro wrRONt OR SNALER aNEIR) HAS BEEN AOEMWm AS A POR/hWtr SELOIa HEALTH UMIAK MAY ENE OUST CAN LOME CUP W M[ TUGS AND /M Sam ASfOWTm WITH BROMJW6 AND OTHER RCSFrRANORr BWZWES DESCRY OL6/ CAN B AVUJOAA RLY LWWAvwu, SEND ASSCOAICD WITH 'GESIRt LAM S»R> Ohr AND LUG WfcT CAUSID BY FJArx SPORES CwarD W DESEW OUST CNBGREM THE ELBMV.. AND PERSONS BUN RESPINA/GRI COXYfIONA ARE PARUCIEArILr SEaRM ro FINK OUST BUY [KETONE a ADVE SELY AFFECTED BY M[ REUmar RGN LEVELS Of DMW Wr OCCUR W Me C'64EHUA VALLEY. LARGER SAND PARaL6 CAR or TORxED ENro MS OUST M ROMJH ME WW"W ACWN OF nRES ON ROADWAYS AND nwoucHH R< rmw PLOwM AND OWWO OPERAAINS PROJECT DATA oA MAY I. 2W7 PREwECr NMAE LA owerA M6fuw STREET ADDRESS / 9IE LGGAMY! SOUTH OF AVENDA AKVUEZUM AHD AWJaG ME/NDOZA Aaamw A?wwrr wu (EON wnwrr. IYP. Kws rum C OR SC) EAS1R7.r SAL___ souwO.y SOUMWESFyAl__l SM1fun y C/aY Il[$NEgE��vr.Nr Nasnru4maA' VACAN PROPOSE LAID VACANT PROPOSED LAND (IS.AlYN roNNfR/C1L Lo _la II. A UMAC7/F!W M on to Ir. A mar W MO Ne/cA-d. LAND USE POUT An• APJ4 - PMCOL SZO OVA ACR99_LZM So n. EVUEAW COST OF PA/O E- EARTF/WORK OCRIMES ES77MA7E MML AREA To Of OLsnWem OVA ACRES IZ424 M lT SIMPPM a SUBSOENCf LOSSES OX X ARfAA 1Cr4TT.)-D_ GY RAW Cur VduwE'--aL Y. WMWUG� PAD OVIREO O Cr. PAD OKRCY SWNGAE `Af�2_ Gr. DMwr/sMcxPBD__D_ Cr. COMPACTED FEL Lawrrv9-- Cr. LIOYWT O CY. smawar (Ww a - GY. (SEE /N(4 ROPE GEM ON AEAGHED PLAN OF ANY IVFORT OR OUVRE.. EXCEPT TRASH) GUIDELINES ME AUMNr or Acmr oonmem AREA MUST BE LIMIUED TO wwr ow BE EFFECTIVELY 0=10 4 RUM PER Gr BY ETHER SPRINKLERS ON MIER MOLL TYPICAL 2.000 CALLOW MIER OKACRS CAN EFFECTIVELY MIER ABOUT A ACRES PLR N OM MEKEFVRE AN a HIL WORKDAY OHM BY 4 MFEamG PER BAY wES 4 AC/)M - a ACRES PEA SCE MIER 7RUCO ARE ALLOWED ro WIDE 7 DAYS A WEFL 24 MARS A Gr. W SOME L FwOCATOR%aacn MIST NEW WRIPER T LOCK MY Bff W L�aAms�LMOW wIN SPECIAL PINALESSONE so OR LESS 007UWM AREA AT ANY ONE TIME AREAS ALREADY GRAVED OR STOCKPILED NEST BE SEABELIED GUN C UEJOIA 1419Ma04 OR W"MOOK allVW ADO9ONK AREAS CAM BE S SPPED FOR (ALAGM THE MASONO FARM BELOW SAL BE SNOW N ME REFERENCE MAP ON 00 SHEET AT UDPR MCAT. DMW ANO ROUTES TaDH A PROJECT Agar BE COUNTED W ALL RASES WHORE THEY ARE tway HEATED WON MFEI IT 6 ml ar M TRW MGM WON M APRNOWV 'al' (HOC VAIRO LOVII OR 9ACLM AW-CRUSUG BUST PALAnw to sAw mm PHASING OF GRADING ACTIVI/lES (srE SU1wm mar snow) PHASE TYPICAL. 0ESO%PnON (AGO $PEOM CHANCES IF AY) ROUGH CRANG A' (ESIAMSAAW MW STAEIG AREA AND ACCESS) ROUGH GRA17ING "A SITE PREP. & MOBILIZATION GENERAL REQUIREMENTS 1. PRE-w/E?Up SHALL COMMENCE AT LEASE TREE J() GY$ PRIOR r0 ACTUAL G940M WIG A rrWORARr aN-9I[ wRMU/NY/ MTEM CW W£COO , ro ANY DOSIM WANED SYSTEM SHALL BE CORE W COMPLIANCE WITH CV.WGL NLIOgRARr WADER LINES SHALL BE INSTALLED IHTH A AaA1/1l. OISFIMA CE Of ANY OF-97E AREAS MET PASS UMUWA, MIER SAL Of APPLIED CONIINDDUSLY OURM EARUMAMH 2 MUCH AND NOfARl2E0 PERILM" tEUM SAL Of SUBIOmO M ME Cm E.VNEEOHO DIRT. FROM ANY ADJACENT LAND OWNER) WMOO£ PROPERTY WILL Of USED W ANY MANNER FM CO61R000W4 SIAGM ACCESS CM s Prat ACCESS M THE GRADING WE SHALL BE RESMC/ED AS MUCH AS P69BE fo IREDUrr AND CONTROL VEOCwW ACmm, AND TO M C[ Tw POTENTIAL FOR VANDALISM AND/OR WARY. A PM10 FEEOMI OF EMIR ME WOOD AND WORE OR THE PLASTC IFPE SHALL BE INSTALLED AROUND ME PcRwETEA or ME PROJECT ON ALL 98ES TW 00 Nor INK EOSRM7 AKSCAM WALLS OR SAV AR $BUD FUMAG OR HEOCE4 THIS SERVES ME AGLRPU PURPOSE OF' GTpOG 501E WINMONN Dusr. REXAMNO WARD SPEEDS ON ME PRWWr PER IEIEL AND RESTRICTING 1•E0aIAR ACCESS FONTS INTO THE PRWECT no RESMCIED ACCESS HELPS RmtCE awAG£ ro ANY 'EJRUS ` W SIAMMED ML ON SEE PROJECT AND ALLOWS PAGING OF ME EM/ WHERE 'BUCK OUr CAN BE SIGNED PIR /a BELOW S ACTIVITY AREAS SUCH A9 EQUIPMENT STORAGE AREA WIERILS STORAGE AREA ILMPWWlY OFFICE MARES AND E FLOYEE PARI04 YAOUD BE LOCATED F POISN9E ON EGSAW PAVED SURFACES F UAFFECTED WOD Nor BE TECTED IN UEII Of CAPPED PAWL A SM $TA9UZER BLAr DOES hor REoUR[ CONSTANT w/M% SUCH AS AN AGGREGI[ BASE OR GRAVEL COED BE Lam FOR INITIAL SGAENG ARIL a ME rM a roDdES SEND USED ON-STI£ SHOE Of 045MCIED AND WAwm AT NECESSARY TO MA=V MALTO.D OF am ONTO PUBLIC $MEETS IF ME SUE AS CRBA U0= A PAVED BufEL WASWC AREA AT LEAST 24' IOW BY W LOG a REBRRED A THE EDE. To fAODUIE AN[ waPECTOI AND CLIANNG OF BRM ME COST Or 00 PAVING SHOULD RE WEIGHED AG4WT TIE COST Of YJCREASED SOW SYLEPVVM PROVIDED BY ME DEVELOPER 7. 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OR BY an ON AOM.a mwECFBR NOOC4Ba4 GeWr FOR MIER TRUCKS AND SPMMnm-rEmAW VERw E< 9. coNnUcMLR DOLL cGmn A4LLr MIER wAWD ROADS RUA RW/ES AND [pAPMOR PAMS A FAN EVAFIOunom RATE MY AaTw ME LSE Of O HZWA SUPPRISSWS FED A LONGER -TERN CONTROL TO WNEGLES MAVELAD ON wr.WO/OR UNPAVED, R040 SUIL R6MGr MDR sPCm To IS AM S7E SPECIFIC GUMS (PEASE DESCRIBE ANY SPECIM OR ADDITIONAL comma MEASURE rO,FrU vRE- MEMra AuroAurm FERULE£ SARINGm sysrou MADE AVALA81/1/: WTLAMIER? ME ITT FROMM BY HUMAIJOH SERVICE AQ, UT To SUE L STAG£ 2 OW -SUE WOW POWSSON NEmmK - s ACCESS VIDE BE CONTROLLED B, rFA^IA^ A IEMAL S/AGM ARC - ROUGH GRADING "C": UTILITY & STREET CONSTRUCTION (CONT. ) A FOOL TRACTS. MULTIPLE PARCELS AND pIEA W COMUDgM STES PAVED ACCESS �I /E BUILDING SUES WILL BE REaAREU PRIOR TO FRAMING a INC OUBo Gs FIRS CONSTRUCTION/ STAGE USUALLY INDICATES AN INCREASE IN ME NUMBERS Of WORKERS AND MEW VE C ES ALSO. ME PAVED ACCESS 6 RECOMMENDED FOR FIRE F?GRBNO PUBPOSE1 F PAVING. 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DART STOCOMI ED NEXT ro UTLTY OEM7ES SMALL BE KEPT MTDPED OR MOONRISE SIXAVdD OR COVERED TO HELP CTTMFRACT DYER NOW PROFILE EAPOSN£ TO TIE RNa 2 ALL PREN016CY ROIXGI GRADED AREAS MAT WAL BE /AC711T N 00 RASE 9,0M BE TREATED MM A OUABE SL sTABILMR OR GNGIO COWER SYSTEM, F A AEDEMIED GROUND COVER 6 UnLaED B 6 OILY ACCESSARY ro CET R wTAtLr SCIII/SMIIV THE ROOT SYyws AND TOP STIABBLE MY BE SU:KOOR TO HMO DW OW EVEN F MTEMI G 6 060OONLEa ROUGH GRADING -C': U77UTY & STREET CONSTRUCTION (COAT) A POP TRACTS NATAF FMRGIIS AM O7IONAOMF GON ERCHI -/ . MAEO ACCESS M THE BALLMC STIES MIL BE REOIARID PRIOR TO FRAISC Or RE L DINGS PAS 096TAI.L'70N STALL (A9AYAr NDICArES M MORTISE N THE ARAM IRS Or WOeKRS AO TEAR MDgQ AL59. PE MAID 60= 6 RECDNNDOED FOR FIRE :A"ANG Pt#M= F MAID 6 C SWEEP BEFORE AL UAATIES A /tR LATERNS ARE 04TALLM I E BASE LIT Lr ASPHALT 6 SFNCNT FOR ACCESS ONE AC CAN BE •UPPED• LATER, LEAM4 A FOWL, SURFACE THAT 6 FREE OF UYI17Y C TS AM PA7DIS 4 FOAMING 0' DE NTE7MI1. ROW WAY NETWORK EAKY N DE PMO.EC75 LMLOPNENT PHASE CAN REMADE OEMCX OLIST SLO*RESSINT REAP'PICAnGIN COSTS CK PERSTREET CLEA NIC RNpD ,42 VI PRO DC7 CO37RU.7KM WILL. IAELV BE REDI.NRED ro EYNRAE CRMAAZ NIM OW 0CONTROL ORDOANDE "UCK-0UT BEANaDV NOS AM M RIEDLAE ITERATED NON OBE a AS PAAW ACCESS 6 EXIODEM IHE STIMM AREA CAN BE NCAED CLOSER ro RE I BIA1.10 ' 91FS THE 51OR.GE AW OFFICE IRAIERS EOUM6C PNLMY AO0VGE PARVAM CW BE NOTEED ON/G PAVED PORTONS OF DE SITE ME 9LCM GEMS (ALAS£ DESCRIBE AN SACCEr Of AOaNRxW CONTROL .cwSk I. IREMAH smawltz TIEATMOM -___ i. wN PHI-M.__._ NE1E TNFILYN& TREVChm' ACTIN= 2 !ACTH AREA 721TEO/T.• WAFERING BY A sXSTEML a .STREET WAND SD"ME' N/A 4 STAMM AROI AOAUONI S I DUC 57AGJC AREA WALL RlMAM A) IE . OF9'JATT BTwTOv OAVK PROECI 6 mvPIETTD a OVER GRA F7NI5+± DING BLDG. L/T! 177 S. PERMIT, AND �IP/N • 1. ALL L�K RAMAIMAW AREAS SHAD MAW ®N STAKRED BY NOS STAGE E PREMOVSLr COVOEO I E ACROL BINLOM AM MY AOW NEED TO BE snwpm SCARFED, AND AEOOANML7FD MR BIALDM FAO COMP ACTIN AM ELEVATION CRIIIGMYNS GMT I DLID BE OPT OMAN er MOERIM L6TWAr or TLAIDRART, SARNIaDes 2 TTAKHK FOR B1.ILRM V IL/IES, DRY WEu tONSFRLLTICR FOGS, AM TD14 CONY CMSWIACT N ROW THE MK Or EARTH WORT M7OR TNT PADS HAYS RDA CERTFIM 7EMNORARr SHRNURS Mr STILL BE l.® ON DE MDMC 577E FOR PAST CONTROL AWN M IRE BECINANG Cr FRO a TREATMENT MIN A OOKOQaIOM#E •OIL• AWROAED FOR OAST CXBIEL 6 )WCC DOW MERE R 6 COOTICILT ID BAITER M E5TASW IC THE LANDSCAPE ANO SPIR"AaaP sTSTEIM WORD IRE PERIMETER OF LARGE FROEC6 90AD BE DOE AT NOS STALL PLANTINGS AROUND DE PERIMETER $MAE AS A NAM BLFTER AM COLLECTION STS MA FOR GIST AM SAKE R 6 GOOD M TEAK_ MOST AMID SANG ■FILL RELIC cownmt PRIOR Or, THE BLMNC RASE FOR ONE sAw Cr GENTIAN GRAM AM AOINNP PROCESSES ?HAT CAN BE ROPED BY AM SAM OR OISY 3Tr 9Lve crou ( w mCJOff ANY SPEOm ON ACXnaW. CONTROL ACW/Rak I. ROOM. PAD WA PRT.IGE SIPANET6 ASArnTs&AAr 2 FOCI RYA AMID FRENCH MVTROM. tOA1AMr SPAWYOOPC ASS AFR33AIRY S PYJBME7ER LAAD6CMT EAL SC M GF ( AAOA V 4 oNO! H ! DlN -OAST? 710N: cwA - . AND CAP/NG FIG. GAWK REOT®1474S I, /DTiRBED AREAS AROIAD BLANDAW SM LAD BE MID" BY MOM FOR COAST CONTROL LNA. sLW PIE TOT THE SPRINKLER SY37EW 6 /ALLY MIC/)OVAL ND GROUND COMER AMAOH LMOSWING 6 E57ABI6HEa 2 OG6/RIC/ON OUST RICH AS FROM CLIENT. PL.AsFETL PANT OWN BRAY, COLD C1,7W4 GRPM M 6QA/ONS EFC SRYAD BE AAA® KA2 A PORIE7 aNIdR 6 sPMNUTS AM RAN/A.CS GAR SAYS TO GR7/ SOME Or THIS POAMMUY HNTXDGAS MTDML AS WELL AS HAI,RAL OIST AND BLONSANO CONCENTRATIONS OF CASTACC7R7// COASTS CAN RESIAT FROW WA9I0 GE MAPAERT AM 9MKWa BE PROPERL O.SPOS D OF BE7OE THEY CAN MY OUT AD ROW DR BE MASTED AM O S PROJECT BOA'O O= a ALL STYES SMALL. BE AYSRECTED BY OFF PRIOR ro SETIM Cr PDIIAAUIT LROUD COLR LR OLDER RAMS SITE SPECIFIC METALS (LEASE DESCRIBE ANY ADDITIONAL CVBROI. NEATUE3k ♦ anne AMIEMENT OF DUST A//7HN47AON FAILURE AN AQ<EVOCIBF LCDQ 6 MERRY' GRANTED OR GASSED To BE a:N/F0 TO PLMAT ?HE EMRY LAON THE WE LACER THE FWLOA IG, ORUa0ALC3: A N 77C EIONT BAIT MAD SEEDS N EXCESS Cr 25 KPX ARE POREOW M O:OR BY 7W SOA/W COAST AR OL LTY AW44GDW IT DISTRICT FORA PYP/,CUAR DAr 6 N THE EVENT OF AN ON-S/E ANEMOMETER TIME ALL SAGO STANDARDS REGWER M 2 NRO CATS N ENCEST O< 25 ACPX MT ON A C VISEWIAL .71) AIN7E ADQ OR 0- ON THE7EVENT FLO7AE M GT EN/SSOYS ARE M RAX FOR A OSTAIEE OF W FEET FROM ANY amminwr LIE• AM a THE CITY 6 LAABLE BY nW*OCAE TO STMAD/ A FOWft CONTACT MM TIE ME7EML CONTACTOR MOP A fD M&W OWSELIUTE PERIOD TRIO/ 9AYL CMAEHCE IRON I E FIRST TELEPHONE CALL. RER ANSWERED OR NOT. RCDE N Gn WEL LWOORTARE M NUOIr ONE OR ALL Cr THE BELOW LWED ACTROLS` I. THE Gm Mu DAI1GE I E GESSAMSN a, ANY ON-9W ACTR/P; 01011, IK' BLOT NOr LADED TO LARM NO WM^ CON%7RLVYGAL OEMIC/IICN OR WMCXXAP AOKNOAT AND NAElnvelc BE WANED AS AN AVNMRED AGENT A WATER 1R ACX OR CAUSING AN OR THE CDT 6 RA1BE M CONTRACT ?NW CONTRACTOR AFTER A REASONABLE OFORr 6 AMEX TO DO SO TIE CIFY MY AI/DORS AT OIMNP VEMOR AS ITS AGENT FOP PROSES OF ENTRY OPEN THE SITE M ATTpNT TV MT.Or ANY PODMNL GUST 00"TIOL PR06L IM N THE EVENT AN ON-97T NOWA7ICM SYS/EW 6 I6TMLEIL TIE C'T' WILL CAUSE PC BOAT ON M7M TO OfMUL THE GENERAL CONTRACTOR SMALL TAKE ALL - /ECSSNY 57 PS TO EIMSiRE TNT DE OFT HAS THE AWNS TO ACCESS ?HE 91T AM THE MILKS OF TOE RRGOION SYSTEM: FART M THE AIM TO ANY AND ALL Loan SAL Be PROVIDED TO ?HE Or' (TIRECIOR C,RA7C RYAS) BY THE Do OF DE NETT ROOK DAY POLO E 7A5TAAI: DLIAW, pr ANT' SK71 LOCK EACH KEr 964L BE RAILY AND CLEARLY 1AIAKED NM THE MOErrr NAME AM - CpRE3RpNOw4` LOST (HAW GTE SOUTH ARROGATION SYSIPL EMA C F. N M OOiRONN G DW NRECFOP OF PMX NONE OR MS DESIGNEE IM INTENSITY. FREDI.EM:Y OR CALRATOW OF P.O711L OAST 0169O6 FROM /HE SAE CO6TTV16 A WZARD ro THE SAREOY OF ONE RAERAC BY NIAVSON BEICMD FIE PROAEC'T MANOARK.. DE OARECTCN OR MOM DLLCNEE OR AGENT MY AINELYATELY ENTER ~ THE SFE OR AIEDNTELY M E OLDER SUCH .CON AS MY BE NECESSARY IVREMEDTHEY E WARE, SCOT AS B/r NOT CARTED M COMMEMING MTERM ON DW SITE OR ORDERING nE CE S%4n N Or ANY BY690N-LD/DATI C ACTIVITY OCIMAR C CM-92 F. AWAY G I E ABOVE ACTIONS MY BE CNSFMLOED AS AN A94TEMW FOR MICA ONE CITY REAL IACY ONR:E' THE GENERAL OO IRAC7DR DEVELOPEL AND/OR DW CAR AS THE CITY 9WL GPM ARRORPMTE e NOTE 4 I. Rt3PYNmeF CST OON7NC FER SITE MST NODOR SORE DAILY. 2 IRAAIMG FOR AOMD CERTFWATAA CAN BE AGCOAR/9E17 Or CALLOW SMARON RAIAOFO AT (909) MO-2I81 I PV-10 FENCING 91111 BE F awMAII' FEAT NIA, WXASOEDG Pon ROLL BE 2-1/4- OAN AT F O.C. ROTH 1-4/F DAP RAIL. POSTS 9"" BE ENBECIED X Nro MOLE SOU. NMCSOEDT SNOLW BE RACED OR TNOE REST OR MAIN SIDE G PARS AM 901AD BE ATTALIAM ro FETE ROTOR METAL CRGR2TS AT 2. O.C. KRDGUY AT EVERY POST. 4 aNOK7007 SMALL U?IQ[ AN APPROVED OL15T CONMOL AYIIORM" CHEDa/ST FOR CYRURIGVS AOVTiOBNG OF COMMAS CYAN' THE CO6OWDON PROCESS SEE COICAELA VALLEY ADAD FL07W DUST CONTROL HANDBOOK RECORD A'ELPOAC POAYOS. Underground Service Alert i Call: TOLL FREER`°` 1-800 227-2600 GP'1E/J n TWO WORNTND DAYS BEFORE VW DW �lE tF M1LAi APPL/C+I7K)N COASEM ARIAD1aON FOR ARNONIL OF A (LKAK AAR OUAL/!r YVMLUOIT RAN 6 1E72EDY AAGE TO DE ORELTP'1 tF PLAILC MM GR H4 R3OOEE AT PORT A M40M" FEW APfIXATM SIAWCT ro THE COAWTO/S MD RE37RCTIMIIS SET FORM HERM 1. EACH HRS'M WON NNOW allWf T6 APfCA7TRM 6 NO" AM FACT PERSON AT WHOSE REOL13T MD FUR MOLL BENEFIT WON 6 FR7Dp91ED I.MDER AM RRSLAMR TO ANY FIDNAIT 6Sim AS A AE3UF OF THIS APPLO04TRN ADM TO AM S/Ou NCAOY AM /RID INRASS THE Oil' 6 LA GLOOM ITS ORCER& AGENTS AM EMPLOYEE& 2 ANY FERIT 6SRD AS A RESSLT Or DOS APP ACOON EiL'ONES MALL AM WAD F NOW 6 MT COACCID INDIAN 90 DAYS FROM THE GTE OF ASRMCE OF SLIER POW. .1 DE AAHLACIMT. OTHER Cd7MCTOR(S �Lq OLDER AGENTS HEMS OR AWGES SWL COMPORAM I THE OVW PUN AT APPRO"'T BY 'HEOTT: SAD PLAN AVCU,OLS NOTES MOOR CANIK'S GE TEMPOIARY ON PRVATONr CONTROL ME7MZS OR Of- PROPOSED ro BE IUSER "a LAMP" CONSIDERED AN AOOEMIN M AM A HEmSARY' PART a ANY GMOI. w SIOCKIA" RPRO IMENT OR OEVWPON PLAN ODRAIWNY REWN® FOR CITY RRICTS 4 B/ AAOREENC ro C GAAV M THIS RAN AS APPROVED BF THE GOT: VC Oft" AND GRACED DO ALSO AGIMr TO MADE BY ME PROVISIONS Pr THL ABATEMENT FROCIEVOLARES AS SMRN ABM& TO ANSL/E ANLPA71TA/ICM OF M MOST NNTR0. ATRdTTDN AFA2IES A FINOWAL SECLOW LP 82004/AROELT ACREAGE SMALL BE/EOARED PRIOR W THE 6SAAME Or ANY PEWr ANY FINANCIAL SIE IAB/FS COEEECTED LKLR DE PROVISOYS Or PAS REO1d11907 SNVL BE HEED BY DW OFF Or LA OAMTI FOR POWATML USE N A/O'.ATNO =IP= 01 FLOW OUST AM AROLNTELr AUTO 7 BY THE PTRO'RIT' OR RE9GA61BEE DUST CONTROL PORSXC ALL /IK6ED YC7ANTr sWl BE ro TTE M[FRFY DRIER GAGE ONE CITY MAS ACCEPTED TTE FINAL APROKIKIIT AND =A D CER/EI"A7S OF BGEIAVArr I EERIE► NOT I NAYS READ T/6 FIWW MIST CM/RR PLAN MD UDOISANO IMT I AN RESECN6HE FOR THE OGFlIIMKL Or m PROECT M THE OUST OONTROL PR016AY6 NOTED M A¢OIpEED NORMAL / URT6/VD THAT DE DIES/ GCMR% SECtow DNT rw POSTED ARM ONE OFT OF LA AMANDA MY BE USED BY IME CITYADDITIONAL CMARGES, AT NEPQ{ ARM.ATIE ANY VIS E IVISSIO SI OR FCWIAE 016E F I FAIL M AO:EP INE DIET LMER CSOIIRO. I WOODWAD MT O16I CpN/RL 6 REVIVED 24 MAW PER DAY. 7 GAYS PER REEK FROM M NARK DATE ?TAT DC WE 6 O LOBED N ANY TOY nA THE MATIRK KCTOED COMMON& AM SMALL COIIPNE LINTIL IIE TIE THAT THE PROJECT SITE AM ALL AA:OOIO/? ARE COMPLETED AND THE PR]ECr WE 6 ACCEPTABLE BE-WOMYED AND MWIA R[sEV61DA/1'r FOR THE ObF CONTRL ON DW 91E CAN MY BE nwAsruRED Saar or TTILA37ERRINo ALL OR A POTION Or ?HAS PROPERTY TO 07MN CCMOEIC/ONO BLIOOM M ORE06 A AIDJACEEE/N PM/O NAN MD OUST CONTROL SECEMY SKILL BE 9,9NFED RAN ANY DW9DRRED POW" OF ONE PROECT. I cou" Mr I HAYS READ ne APPLCOMM MO DAT THE AFOWNTKN OMrA/ED NWAEN 6 MIE AM CMSECT. I AOQI /0 COMPLY RATH C OD' DUST OFWTW DORDNANCE, AO RE MAC *XL I AND THE FINAL COAOCLA ALLEY SAP. AND ALL MASS RELAYING ro DEARTH" OMOM' UM ES. 1.YElSLV'NIQ AND BLELMD O EATTOR& I AUIMAW ROWMENTA17HEs Or PC CITY OF LA MANIA W COMM WON PC ABOVE AENMOED PROPERTY FOH A6PECODII ND/D^ ABITEWNT PLgO5E3: AND I AGREE ro #I= AVON= TIE CITY OF U OtNOA ARO ITS RDRETO/dTTLS POOH tAABIL/TY FOR ANY ACTIONS RELATED ro IMS PERMIT. OOIRRS MARK CIlY 0' u G//G - TTAI PMAIPIII6 OONES CONTACT PAGE DAM, I76D)m-TmR M,1^ /P GONERS ADND CER/FICATICN AMBER• � WAR" AGICS COMPFED) NOT HAYS DOS LEANER. TRR ONE OWNER DEW" FEW BELOW SAYNPAF• 04 I CEROY TAIT I MOW M6 FUO'TK DUST CONTROL PLAN AM UEVLSIAD 7Mr I All REPOA6NE FOR TW COMPLIANCE OF IMS PRO"T TO IRE GUST CONING PRWMNS NOTED OR RETE/ENC102 IEIEI( AS PE AUDIORBED ASPOMS9F PERSON FOR INS PRaECT / WILL LOST W RO'E MANAGER ON ONE REONED S1E SIGNS MO I Nu RSMD M 0161' C NPLNIM NATION ?HE 1 MOI W LMT. / LFOFRSTMD MT OUST CONTROL 6 REOINRM 24 /ORS PER OAT 1 DAYS PER NEM FROM THE GTE THAT THE NR2ECT 6 FRSY OSD.1®ED N ANY Mr FROM THE /MURK KCCTAIM COAO/AOL AND CEINOVUE LAIR THE TAW THAT THE PROEAL CT SITE MO L NRE ROVELFN/s ACOMPLETED, AMID I E PRO"r 9TE 6 AOC War RE-AECETATO AND PAYER / ALSO CERTIFY TOT I MAW ATTENDED AN GO SEAMAN ON A"JUMT DI6I CONTROL HNC , .:1ENAD•]VMLXEAW. FMa/IC1 AIIWAfN COMPANY HUE: aA6/N7Dm6TMQc�mY CONTACT PHONE(24=�' DA'e/r�I97Rd MOAT EI190)I09-51IJ /MAC ADDRESS MAMA ADDRESS, PROJECT SITE I am TMROD so PROPOSED I! L STRUCTURE I PE74- REFERENCE MLW / GRAM PLAN FEATURES AGO A MOM HERE FOR SPECUL LAW CONTROL UEX6 NOT M70MLY SHOWN ON VIACOM NAYS ACV AS "XCY NOM WASH AREAS ORD/EE AWARD AREAS MIER TOWER LOCI M /AWL ROAD GETAI.S SPEED SOLI LOCATION SAND POET L"n(A>; BRIM TER SPMgDP LOGi TIGN% STAIN& AR54 BORROW PITS ETC. F ALL REONRD FEATI.IES ARE ALREADY SOW ON THE GRAMM PLAN NMDI 6 AMD= OWNER MANE MORE LEGEND j R1D PRf1PO5ED OIfSTIE HALL ROIIIE ?�✓)�Hr' .�' TM pNNCEC PRFAMWVDICLlE MSHDlDCARN AREA �. H.`'•: �'.I` :;� COIIURIE WASH OUT WASIiD GRAVEL TRACK -OUT PM-10 FENCE PAT PROPFNIY LEE) �. SIGN GAS NOIGTED ON PL" co"sn 1IC110R1 ENHANCE VICINITY MAP NOT TO SCALE 9DM THE ROADS MAD/ TILLAILED FOR BE AFOP NAOU/ OR OGAN Or am /OR TIEPROC.T F THEPlan SL CITY Of LA QUANTA 5a1 NO. FLANS NOCOT A DART BALANCE AM 17015 NO ARYL MO6 RE 'RDIIRED. OWNER NICK POW 07080 CRY OF LA OUINTA Pemdt No. 7080 LOTS 10,11 & 12, BLOCK 133 IF YOU SEE DUST COMING FROM THIS PROJECT PLEASE CALL: (760) 409-5713 ■ vau LTG IADT DDT A IRAPO� wAn«DAAE Nan HAAFAM GJNL M GTY V NOIMIANNMCMCROOSHRIIBII 1W1ImU REPORT THE PMWff OR PROJECT NO AT THE ROOM NO ABOVE OR CALL AIR CUMLTY MANAGEMENT OISTRRCT AT. 1•BOD 2W7W Tun WL as 10 aC BC it Ir 1Ar 10 Iowa PLA 1 In EMIT M M 9M0 MO/CO. PO 1 W/r Fan MOM PRO Wm UGI LAMRA AO 1 1/r WISHED ROM. L MA (RIM r ELL. F W&O ADM IF MA SYMDR ONES r (10 BE NNRARID W9m IDOL F MA COLA O6 L= (T7J NW. A ANDS VIA LIOA IV 1OC (MJ � ILL F W" RDUAI1) WnK W IOC (TIPJ i:. I II I H Acs DIRECTOR IF!: I DEC" 0 '"a TRACK OUT DEVICE DETAIL. CONTINGENCY TRACK OUT DEVICE TO BE USED AT SITE WGRIESS/OCR63 PONE SHOWN HENXIN TO BE USED AT ACCESS FONTS OOIER TIAH SOW AMASS/ EGRESS SHARM HEREON Fw TO SCYE MDT TO SCALE M swemDA m APPROVED BY CITY OF LA OUINTA CITY OF LA QUINTA A. A/.r/ I i l (CAT All? n//Al /TY "AMACFA/CA/T PA/... SHEET 1 OF 1 , ='Q o PA` DUST MITIGATION PLAN MARE u OUMM MlSEUY ROC ADDRESS AVEIDA 10100 MA B MODEM, MONZA AP.M- M,47 IMP-R1=PARCA- SMM I/2 BE SEC r T.-Ls. R, LF- saaam. DNS. / A079.300I ,AL�� 0 SWnWc B.RIN.n.tiPrraN.AN.Aa s7o,..N J N, P.E. PUBLIC NO &TOR/(7TY ENGINEER RCE Na 158E EXP 12/31/08 GRADING PERIT F ry g City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7090 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 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 (Y4") 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 'h") 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 ® 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 (T) 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. ® 1121 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 ( 3 ) 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. i PERMIT NO.7090 LaiQuinta Museum / PM-10, Precise Grading, Potholes for Utilities, Connection of Sewer Laterals, & Install Wet Utilities / 77-885 Avenida Montezuma; cross street Avenida Mendoza In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 1.0 § 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. 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. The following items (but not limited too) are requested at or prior to the preconstruction meeting: a. Traffic Control Plan b. Schedule of the Construction Activities c. Contractor constructing the improvements and owners representative 4. Davis Reed Construction — Elmer Andujar, hereinafter referred to as "Permittee", shall be responsible for providing'continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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 I st 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 I 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 8:30 a.m. nor after 4:30 p.m. Special Conditions Page I of 9 PERMIT NO. 7090 La Quinta Museum / PM-10, Precise Grading, Potholes for Utilities, Connection of Sewer Laterals, & Install Wet Utilities / 77-885 Avenida Montezuma; cross street Avenida Mendoza 7. 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. 8. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 9. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector. to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 10. Building areas should be overexcavated. to a depth of at least X (see plans) feet below existing grade or X (see plans) foot below the bottom of the footings, whichever is deeper,. The exposed surface should be scarified, moisture conditioned, and compacted so that a minimum of 90 percent relative compaction is attained. Once deleterious materials are removed, the native material may be placed as controlled compacted fill. Overexcavation should be observed by a representative of the Geotechnical Engineer of Record and compaction should be verified by testing. Any deviations from this permit, soils report, or grading plan must be approved by the City Engineer prior to the construction of the deviations. 11. 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. 12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The, letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 13. Any land on which Williamson Act contracts apply shall remain undisturbed. Special Conditions Page 2 of 9' PERMIT NO.7090 La Quinta Museum / PM-10, Precise Grading, Potholes for Utilities, Connection of Sewer Laterals, & Install Wet Utilities / 77-885 Avenida Montezuma; cross street Avenida Mendoza 14. The permittee shall place temporary no parking signs along the parking area. affected by the construction The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 15. Davis Reed Construction — Elmer Andujar, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. 16. 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. 17. 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. 18. 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. 19. 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 II at 777-7047 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. Special Conditions Page 3 of 9 PERMIT NO.7090 La Quinta Museum / PM-10, Precise Grading, Potholes for Utilities, Connection of Sewer Laterals, & Install Wet Utilities / 77-885 Avenida Montezuma; cross street Avenida Mendoza 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. 20. 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 II at 777-7047 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.. 21. 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. 22. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans right of way. 23. - 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 24. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer lI) of the private land owner whom is being encroached upon. 25. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. Special Conditions Page 4 of 9 PERMIT NO.7090 La Quinta Museum / PM-10, Precise Grading, Potholes for Utilities, Connection of Sewer Laterals, & Install Wet Utilities / 77-885 Avenida Montezuma; cross street Avenida Mendoza 26. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic. lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 6 inch thick 'subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 27. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 28. 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 II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 29. 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. 30. The permittee has been found to be entitled to pay only direct expenses incurred by the City while administering tasks related to the permit, in lieu of paying the standard encroachment pen -nit fee adopted by the City Council. City staff and its contract staff will maintain monthly time and material ledgers of expenses incurred, and the City will invoice the Permittee on.a monthly basis for the accrued cost. The "T&M" note, and the "TBD" note, that appear in the "FEE" section on the face of the permit form, respectively mean "Time and Material" and "To Be Documented" and is a reference to the direct expense method defined in the previous paragraph. 31. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 32. 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. Special Conditions Page 5 of 9 PERMIT NO.7090 La Quinta Museum / PM-10, Precise Grading, Potholes for Utilities, Connection of Sewer Laterals, & Install Wet Utilities / 77-885 Avenida Montezuma; cross street Avenida Mendoza — — — J — J 33. As shown on the sketch to the left, a minimum distance of 18 feet between the surface and power lines must be kept at all time. 34. 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 to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content *for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles: C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory Special Conditions Page 6 of 9 PERMIT NO.7090 La Quinta Museum / PM-10, Precise Grading,. Potholes for Utilities, Connection of Sewer Laterals, & Install Wet Utilities / 77-885 Avenida Montezuma; cross street Avenida Mendoza 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. 35. 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. 36. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 37. Access and egress to all local properties shall be maintained at all times. 38. 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 7 of 9 PERMIT NO. 7090 La Quinta Museum / PM-10, Precise Grading, Potholes for Utilities, Connection of Sewer Laterals, & Install Wet Utilities / 77-885 Avenida Montezuma; cross street Avenida Mendoza 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 /" 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. 39. 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. 40. 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. Special Conditions Page 8 of 9 PERMIT NO.7090 La Quinta Museum / PM-10, Precise Grading, Potholes, for Utilities, Connection of Sewer Laterals, & Install Wet Utilities / 77-885 Avenida Montezuma; cross street Avenida Mendoza 41. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 42. 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. 43. 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 9 of 9