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5059Finance Revenue Code E-1 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:March 30, 2006 LOCATION OF CONSTRUCTION (Street address or Description): Simon Drive Rehabilitation; PM 30903, Simon Drive PURPOSE OF CONSTRUCTION: Street Improvement; See Plan Set No. 05101 .DESCRIPTION OF CONSTRUCTION: See Plan Set No. 05101 DIMENSION OFINSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN:April 3, 2006 TIME fie ESTIMATED CONSTRUCTION COST: $73;553.00 (Including re oval of all o compaction and placing permanent resurfacing and/or replacing improveme ts) COMMENTS: 75,529.00 -1,976=73,553.00 In consideration of the granting of this permit, the applicant hereby agrees to: N:May 15, 2006 n, materials, and debris, backfilling, Indemnify, defend and save the City, its authorized agents, officers, representativ s and em loyees, harmless from and against any and all penalties, liabilities or loss resulting from claims or cc action and arising o of an accident, loss or damage to persons or property happening or occurring as a proximate result of any work dertaken under the er it granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in a ance 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 work. Washington III Ltd. - Bill Sanche Name of Applicant (please print) Dateland Construction Co., Inc. Name of Contractor and Job Foreman Contractor's License No. James River Insurance Compar Applicant's Insurance Compam FEES Minor Improvement Permit - Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $ 2.210. S $1.000.00 $ 3,310.00 Business Address Business Signature of Applicant or Agent Indio. CA 92201 Telephone. No. CA 92236 Telephone No. City Business License No. Policy Number . Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT N0.5059 DATE APPROVED: EXPIRATION DATE: BY: Administrative Authority .. ' , ^ . '.� . .' �� '' \'��'' J'�`'`>'.``.`. (I) +^ e LICENSE NO. 396698 DATELAND CONSTRUCTION CO., INC r 50-3b5 HIGHWAY 111 COACHELLA, CA 92236 (760) 398-5544 - (760) 398-3507 BILL: (760) 485-5308 CELL PROPOSALS and CONTRACT NO. PHONE: DATE: PROPOSAL SUBMITTED TO: 760 342-2674 FAX (760) 342-4046 DEC. 28, 2005 NAME: PROJECT: WASHINGTON 111, LTD SIMON DRIVE STREET IMPROVEMENTS ADDRESS: LOCATION: 78-365 HIGHWAY 111, # 351 SIMON DRIVE, LA QUINTA, CA. CITY & STATE: ENGINEER DATE ON PLANS LA QUINTA, CA. 92253 THE KEITH COMPANIES 6/30/2005 ATTENTION: PROJECT PLANS - NO. AND TITLE: BILL SANCHEZ - CONSTRUCTION MANAGER STREET REHABILITATION PLANS - SHEETS 1 AND 2 We hereby propose to furnish the necessary equipment, labor and material required to perform the following work: SIMON DRIVE STREET IMPROVEMENTS 1 1230 SF SAWCUT AND REMOVE EXISTING AC PAVEMENT AND SURPLUS BASE MATERIAL TO SUBGRADE 2 320 LF CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. 210 (GREENBOOK CONCRETE MIX 520-C-2500). _ 3 110 LF CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUINTA STD. 201 (GREENBOOK CONCRETE MIX 520-C-2500). 4 330 SF CONSTRUCT 4" AC OVER 6" A.B. AND MATCH STREET ELEVATION **5 35270 SF PULVERIZE EXISTING PAVEMENT & LEAVE IN PLACE (INCLUDING SAWCUTTING) REMOVE AND DISPOSE APPROX. 4 TRUCK LOADS OF EXCESS A.C. GRINDINGS AND CONCRETE DEMO * FINEGRADE, BALANCE, FORM CROWN & COMPACT A.C. GRINDINGS * LOWER ALL UTILITIES PRIOR TO PULVERIZING * CONSTRUCT NEW 1.5" THICK ASPHALT CONCRETE PAVEMENT - 1/2" AR4000 2 EA ADJUST SEWER MANHOLE TO FINISH GRADE 11 EA ADJUST WATER VALVE BOXES TO FINISH GRADE 6 SF HARDSCAPE WITH D.G. & BOULDER 24" MAX. SIZE IN DIAMETER . is 7 EA INSTALL STREET SIGN PER PLAN 8 520—SE CONSTRUCT RP .C. S1D�lL1LAL FAUt 1 Ut- 1 2.40 $ 2,952.00 14.00 $ 4,480.00 20.00 $ 2,200.00 N/A @ 1.56 $ 55,021.20 @ 550.00 $ 1,100.00 @ 425.00 $ 4,675.00 @ _ BY OTHERS @ BY OTHERS QUINTA STD. p s 9 LS SIGNING AND STRIPING ��� \\ @ 10 LS TRAFFIC CONTROL @ 11 1 LS FINEGRADE AND COMPACTION FOR ALL CONCRETE BID ITEMS LISTED ABOVE @ 12 1 LS MOBILIZATION @ BY OTHERS BY OTHERS 1375.00 $ 1,375.00 1750.00 $ 1,750.00 SUB TOTAL $ 75,529.20 TOTAL $ 75,529.20 CONTINUED ON PAGE 2 0 N w-'�-a NO SCALE WASHINGTON ST. C-18 i v ROAD j C7 smurno ,• aieao n CHAMPION 350 FT CHEVROLET a -, (RT) 4 �„ p° °°� �I bib `° `°„ POST NO PARKING SIGNS 0 0 4°4°4 AT LEAST 24 HOURS IN 0 ° R' "' ADVANCE OF CLOSURE ; b �� 350E an p ° ° aFN III 0° 0 819 SIMON DR. t �! ° k dc `�-- RK. 0 8 8081 1 " p% M 300 FT � 0 Q°QO � - 350 FT Ll 350 FT n 0 C- 8 VIM IRT) RI-�► X 0 cosslRucno p JENSEN'S CENTER HWY. I I I REDUCED TO FIT KEEP RIGHT U1 IPOST NO PARKING SIGNS AT LEAST 24 HOURS IN I ADVANCE OF CLOSURE ` POST NO PARKING SIGNS 0 0 O p SEE NOTE 4 17 AT LEAST 24 HOURS IN U 0 0 0 TRADER JOE'S 0 0 ° 0 ADVANCE OF CLOSURE 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 11' (12' TYP.) TRAFFIC LANE WIDTH AT ALLTIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEARESTTRAFFIC. IF THERE IS NOT ENOUGH ROOM TO WORK IN THEN MAYBE BUILDING HALFTHE MEDIAN ATA TIME USING SHEET 2 & 3 SHOULD BE CONSIDER BYTHE CONTRACTOR. 5. ACCESSTO PRIVATE PROPERTY SHALLBE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. WASHINGTON PARK RETAIL CENTER TRAFFIC CONTROL TO INSTALL MEDIAN 45 Street Improvements for Washington Retail Park Washington 111, LTD. Tops N Barricades, Inc. Ph= PMPWW E y essay on smn= (800)852-TOPS Ron Fifield WATCH pg. 36 1REV of 3 12/22/05 To Be Issued on Approval11 N w—�-s NO SCALE WASHINGTON ST. JENSEN'S CENTER 0 a C-18° 0 ti 0 a RIGHT 60NSTRIIC710N° � !U! � !�I U GHT R>e 00 0 00 OB b4 bpbL 0 SIMON D POST NO PARKING SIGN AT LEAST 24 HOURS IN ADVANCE OF CLOSURE "p'" 1 1 1 1 1 1- l 1�l' 1 1 1 �•' 1 1 1 1 1"-J _= IA- - -'- - p p D O WORK WORK AREA WORK AREA C 88108 '� 40 �17 R46(LT) 11 CSo KEEP —raRw 0 p LANE N[FaLUM 0 0 2♦� 5 LEFT 00I 00 C.,B 0 p j 0 coNBT'�RU—crw' AMM 0 0 0 Q , NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONALTR TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIV 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECTTRAFFIC CO CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 11' (12' TYR) TRAFFIC LANE WIDTH AT IF THERE IS NOT ENOUGH ROOM TO WORK IN THEN MAYBE BUILDING HALF THE 5. ACCESS TO PRIVATE PROPERTY 3HALLBE MAIGAWEIDAT-ALLMUEAS 6. THIS TRAFFIC CONTR WILL PROBLEY BE IN PLACE DURING DAYLIGHT HOURS BARRICADES WITH FLAS ooe000a4voo C-18 00000vv Qo KEEP ..., CHAMPION a CHEVROLET 115H � li-C" SEE NOTE 4 SRJa(Ln KEEP �I 'Pr 3 KEEP -► P100 �� tRIGH1 1 1'�-',,—� 11111111 111 111� 11 WORK AREA \ WORK 'THE CONTRACTOR SHALL ARRANGE WITH CIRCUIT CITY & LOWE'S ABOUT CLOSING THIS DRIVEWAY EITHER ALL DAY OR FOR SHORT TERM WHILE MILLING & PAVING POST NO PARKING SIGNS AT LEAST 24 HOURS IN ADVANCE OF CLOSURE KEEP KEEP ' WASHINGTON PARK Ram Y�RII ~ ~ t0-3125 1 RETAIL CENTER r POST NO PARKING SIGNS WIT) ROAD \G AT LEAST 24 HOURS IN CLOSED ADVANCE OF CLOSURE_j TRAFFIC CONTROL TO COLD MILL H THE 2003 MANUELON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.)AND THE CALIFORNIA & INSTALL A. C. OVERLAY Appvved By Data speed L C CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND 45 OL(SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC Street Improvements for Washington Retail Park R,e TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC. Washington 111, LTD. Tops N Barricades, Inc. MAN AT ATIME USING SHEET 2 & 3 SHOULD BE CONSIDER BY THE CONTRACTOR Phone Prepa,ed By Based an Standen] (800)852-TOPS Ron Fifield CALTRANS T-12 MOD. Y�DAY FOR MILLING, REMOVED FOR OVERNIGHT WITH BUMP & UNEVEN PAVEMENT SIGN ON 2REV of 3 12/22/05 To Be Issued on Approval l _SET FOR PAVING. _ I L r i i T J t rl i r _ _. .r f 1• µ . Cjj, 1 A r r; ,• j � I f f f r f t f r,e Af t •, t r f . 1 I N Wa YYYS NO SCALE WASHINGTON ST. ;18 bib p8 x p D aDNS7RUCT1011 11J IJ ll 00 pp °,0 0 p ad p as n o O p b�b0 , n o 4pi1p4 Q u p U o0 p� nfl l pn A) THE CONTRACTOR SHALL ARRANGE WITH CHAMPION CHEVROLET & JENSEN'S ABOUT CLOSING THESE DRIVEWAY EITHER ALL DAY OR FORSHORT TERM WHILE MILLING & PAVING JENSEN'S CENTER KEEP 4— LEFT e, �� POST NO PARKING SIGI J AT LEAST 24 HOURS IN ,ADVANCE OF CLOSURE IMON LR��_R'A b4 WORK AREA 1 1`l l l h-1 1 KEEP°^�° G17 " KEEP C-18 NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACC SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDI' TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRI 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECTTF CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 11' (12' TYP.) TRAFFIC LANE IF THERE IS NOT ENOUGH ROOM TO WORK IN THEN MAYBE BUILDING 5. ACCESS TO PRIVATE PROPE ABEJdAINTAINEDATALLIIlU�S- 6. THIS TRAFFIC CONTROL L PROBLEY BE IN PLACE DURING DAYLIGF BARRICADES WITH FLASHI G-CtGATS KEEP LEFT t WORK AREA WORK AREA 1�111111�1111 1�1 R7KEEP 1GHT KEEP a�cN C-18 - ROAD\� vQ40vvOCC7C `! ooG OpC7C SMOCK AHEAD .� GC4?GvvvCSCP dC tea• W-1(LT) '. �E, CLOSED C-17 i KP �� \� cff�n�ear � RIGHT � 25 m 111 CHAMPION a CHEVROLET " it �j ��° 3 KEEP LEFT 8- C-17 SEE NOTE 4 25 ti, n '` -1 1 1 fq= lt.' POST NO PARKING SIGNS TRADER JOE'S AT LEAST 24 HOURS IN ADVANCE OF CLOSURE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.) AND THE CALIFORNIA 1FFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND ; CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC i AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC. THE MEDIAN AT ATIME USING SHEET 2 & 3 SHOULD BE CONSIDER BY THE CONTRACTOR HOURS ONLY. AY FOR MILLING, REMOVED FOR OVERNIGHT WITH BUMP & UNEVEN PAVEMENT SIGN ON WE SET FOR PAVING. HWY. III C-18 POST NO PARKING SIGNS AT LEAST 24 HOURS IN ADVANCE OF CLOSURE WASHINGTON PARK RETAIL CENTER TRAFFIC CONTROL TO COLD MILL & INSTALL A. C. OVERLAY 45 Street Improvements for Washington Retail Park Prone Cmdrecw Hama i:Of= L Onuemr Washington 111, LTD. Tops N Barricades, Inc. Phone Prepared 4 Based on iirdeN (800)852-TOPS Ron Fifield CALTRANS T-12 MOD. 3REV of 3 12/05 To Be Issued on Approval / 2l PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 ` 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. Dateland.Construction Co., Inc and/or Washington III Ltd, 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) neither before 8:30 a.m. nor after 4:30 p.m. 6. Work within 506 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. 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. Special Conditions Page l of 6 PERMIT NO.5059. Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 8. 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. 9. 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. 10. 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. 11. 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. 12. 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. 13. 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. 14. 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 Associate Engineer at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. Special Conditions Page 2 of 6 PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 15. 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. 16. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into the CalTrans, other City, or County right of way. 17. 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 18. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention .to the Associate Engineer) of the private land owner whom is being encroached upon. 19: 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. During the preconstruction meeting, the permittee must obtain approval from the Construction Division prior to start of construction of this improvement. 20. 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. 21. 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. 22. 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. 23. 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. Special Conditions Page 3 of 6 PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested' at random depths at approximate three-foot vertical intervals as Backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this. trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory, completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. 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. 24. 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 Special Conditions Page 4 of 6 PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 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. 25. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 26. Access and egress to all local properties shall be maintained at all times. 27. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 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'/z" 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. Special Conditions Page 5 of 6 PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of V 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. 28. 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. 29. 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. 30. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 31. 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. 32. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10.§ 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Dateland Construction Co., Inc and/or Washington III Ltd, 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 1 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 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) neither before 8:30 a.m. nor after 4:30 p.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. . 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. Special Conditions -Page I of 6 PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 8. 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. 9. 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. 10. 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. 11. 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. 12. 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. 13. 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. 14. 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 Associate Engineer at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. Special Conditions Page 2 of 6 PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 15. 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. 16. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into the CalTrans, other City, or County right of way. 17. 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 18. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 19. . 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. During the preconstruction meeting, the permittee must obtain approval from the Construction Division prior to start of construction of this improvement. 20. 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. 21. 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. 22. 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. 23. 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. Special Conditions Page 3 of 6 PERMIT N0. 5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903. See PSN 05101 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 backf lied with pipe bedding material. B. Backfill materials shall be brought to or maintained. at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. 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. 24. 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 Special Conditions Page 4 of 6 PERMIT NO.5059 Washington Park @ Simon DrivelOffsite Street/Parcel No. 30903 See PSN 05101 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. 25. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 26. Access and egress to all local properties shall be maintained at all times. 27. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 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 1/" 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 unrnilled 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: J • 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. Special Conditions - Page 5 of 6 PERNHT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 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. 28. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with anapproved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 29. 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, of if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 30. The City of La Quinta reserves the right to. revoke, suspend or void this permit at any time. 31. 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. 32. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 PERMIT. NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed.by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Dateland Construction Co., Inc and/or Washington III Ltd, 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 1 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 l 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) neither before 8:30 a.m. nor after 4:30 p.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. 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. Special Conditions Page 1 of 6 PERMIT NO.5059 Washington Park .@ Simon Drive/Offsite Street/Pareel No. 30903 . See PSN 05101 8. 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. 9. 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. 10. 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. 11. 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. 12. 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. 13. 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. 14. 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 Associate Engineer at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. Special Conditions Page 2 of 6 PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 15. 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. 16: The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into the CalTrans, other City, or County right of way. 17. 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 18. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 19. 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. During the preconstruction meeting, the permittee must obtain approval from the Construction Division prior to start of construction of this improvement. 20. 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. 21. 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. 22. 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. 23. 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. Special Conditions Page 3 of 6 PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A: When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be .tested at random depths at approximate three-foot vertical intervals as, backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift' is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. 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. 24. 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 Special Conditions Page 4 of 6 PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 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. 25. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 26. Access and egress to all local properties shall be maintained at all times. 27. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),. . permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 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 '/" max medium asphalt .concrete as the base course lift and a City approved %Z" 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. Special Conditions Page 5 of 6 . PERMIT NO.5059 Washington Park @ Simon Drive/Offsite Street/Parcel No. 30903 See PSN 05101 E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of/o" 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. 28. . 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. , . 29. 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. 30. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 31. 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. 32. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 City of La QUinta The following General and Special Provisions are attached to and made a part of Permit Number 5059 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 (%") 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. ❑ 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 (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 (506/6) 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 ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch (" N/A " ) 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. a City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number5059 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 per 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 (%") 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. ❑ 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 property barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch (" N/A " ) 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. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5059 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 (%") 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 W) 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 (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 ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch (" N/A " ) 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,i 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. • GENERAL NOTES _ .. . PAVING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR 1. ALL .UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY PURVEYOR ` - 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING 2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. BE POSTED, DELINEATED AND LIGHTED IN CONFORMANCE WITH THE CALTRANS' "MANUAL OF TRAFFIC CONTROLS FOR .CONSTRUCTION AN 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION IN THE CITY OF LA. Q UPI N TA' STATE OF CALIFORNIA INTENANCE WORK ZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. D 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM (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 QUINTA OR OTHER GOVERNING AGENCIES.Xx TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: _1D ITA "t TF IHAJ" 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH .•..� TJLI%6 ION P AN$' WEARING COURSE (UPPER COURSE): IIIA-C2-AR-4000 PHASE OF CONSTRUCTION AT (760) 777-7075 ANID 48 HOURS PRIOR TO REQUIRING INSPECTIONS. BASE COURSE (LOWER COURSES): IIIB-63-AR-4000 SIMON Sp"OEET.w���CEL MAI 30.d�0 THEW LNG1 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE,, THICKNESS. COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE EXACT LOCATION OF ALL EXISTING UTILITES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH LOCATED IN THE NE 1/4 OF ►.,� E C TI O N 29, T . 5 S . , R . �7 E . S.B.M. MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. . ', 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. APPROVAL A COMPLETE PROPOSED MIX DESIGN ,IDENTIFYING THE MIX CHARACTERISTICS SUCH AS: AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR VOIDS, AND S-VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. TO ENSURE .TIMELY APPROVAL, THE 8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, .TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER.. TRAFFIC .STRIPING, ` CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA QUINTNS DESIGN MIX APPROVAL CHECKLIST (FORM F082) TO ENSURE ALL REQUIRED LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. ` LAB TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. 9. THE CONTRACTOR SHALL. NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING \\ 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT P.C.C. SURFACES AND THE A.C. BASE COURSE IF TRAFFIC HAS DRIVEN ON Tf. THE \a CONSTRUCTION. REMOVAL AND REPLACEMENT SHAH BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A \ \ '' .�. \�� ,; TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1 M CONFORMING TO SECTION 203-3 OF THE STANDARD LICENSED LAND SURVEYOR, ONLY. f \ ; , \� . SPECIFICATIONS."THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GAL/YD. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY ; �; ®\;�� \, 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. ,. I` i SEE SHEET : ''' \ ` ` CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING 2 DURING THE TIME PERIODS AS FOLLOWS: ` � •ti .,:....�, `�' . ' ... .. •. ,'.\=,�\ '.,, \'� IMPROVEMENTS MAY INCLUD WIN E SAWING CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS NEEDED. OCTOBER 1ST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5.00 PM a \ 't a. s ; 7, ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. MAY 1 ST TO S67UBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM } :r' .; y .,.`��\\`, .• 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: "S" FOR SEVER "G" FOR GAS AND SATURDAY 8:00 AM TO 5:00 PM l "E' FOR ELECTRICAL POWER. ' » • yx. ` t ANY TIME ON aUNDAYS OR ON FEDERAL HOLIDAYS. � •k PROHIBITED l BITED WORK SHALL BE RO e a : v�,� . r ; ASSESSOR PARCEL NI MBERS OWNER DEV ELOPER 11, ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING" OPERATION. ; ,.. ` rc' . 1 i r - "l ' ''' • J `r 649-020-017, 649-020-018, 649-020-023 WASHtNG70N 111 LT CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. ,j. D. +• • ' Y •`' ; a-' .i'. ., s ,. ,sue \::: , `.+ ',,. CONTACT: JACK TARR 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE ' MANUAL OF WARNING SIGNS, LIGHTS I ; ; _,: `: �..�� 4 ;`. /J .. ,r, 30240 RANCHO VIEJO ROAD, SUITE B AND \, � (9 9) 4 3 DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. ::; �; r t; ' I t, j :r '�� f „r �f :: '�r�. �: `•� .'; :'. , FLOOD ZONE DESIGNATION SAN JUAN CAPISTRANO, CA. 92675 � ':�:. ••. +� , � : I , } , . �;� � ::``�. •; ;,,., ,: : � t'%• `: \ ': � `' 1234 I 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES �"'3' : ,•. \ ,\ , PANEL NO. 060709 0005 B, ZONE X, WITH D SWRCB PR PARE , O n. ,. , , , .• ' ...:. , ..:.. REVISION DATE AUGUST 1 PERMIT. OWNERS DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOAR ,( ), E ;,, I ; ;h " -. , OF UGUS 9,1991 / : j ^ , :.'s' \ SHEET INDEX A STORM WATER POLLUTION PREVENTION PLAN SNIPPP AND MONITORING PLAN FOR • THE SITE THE NATIONAL POLLUTANT DISCHARGE' ELIMINATION Ex SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND 1 ' ; ; , , , . • \ ��<:. + s' ; LEGAL DESCRIPTION S->-NO•DESCRIPTION ROES CONTROL BOARD. ENFORCED BY THE STATE WATER RESOD ,. r, i y I. , ` , < '\\ y;v` ,/ \ } r '•.' TITLE SHEET 2 SIMON ' SIRE - " �,•... P F E? .. STREET REHABILITATION PARCEL 3 0 PARCEL MAP N0. 30903 AS RECORDED PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL BUT PRIOR TO COMPLETION OF r , • "._ �•'=•'.,-:•+ ;:- � � `•"•'; `.'` .•' 14. THE CITY RETAINS THE RIGHT TO REQUIRE LA REVIS 0 S, SARY, J ) , ,_ � :� ��. ; '; /, : r��'-' '�' , ,• , 205,. B . xIN P M� ` ,.,• f :' f, hx::, ,. t.v.:•' PAGES 48 THROUGH 57, OFFICIAL THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN I �`; �': i ., ;: ' ''•. ;.. ., .. f, , : " </:•. " ' : f .iS:. f,.� ; .; , ...� :•r , ' ' 1Y� ; RECORDS, RIVERSIDE COUNTY, STATE OF CALIFORNIA. THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN ; I, t, ; ., : i � , ; 1 . , _ .•:-• "' ' •'''• �, l ., i � X .1.... r' .:•4 ' � ' `• •s'•' i �yr ':\� ,<x" .%' , . , '! "" .• •. �i.. ''a`..:.5: � , , ,.. t ,1 :.,a-o.6 +,f,.:.J , ORIGINALLY APPROVED. ALL COSTS INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ,;, :�I I ; ?; - „ ; �'• , , l :� �: _: >„.,•„ ., THESE PLANS AS- ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. :1 } UTILITY ;1 ;' t t.• ', � . '�� ���:�., k ..'.-- LET COMPANIES f i I - I) 1' . , .t .. . d `: ' � ''. /, , .� .. n �J'1% i... ,. , •• ;;• \. ; J r• , .:.:.r ,...,-k>:>ii;;. '• ..i ,:. SPONSOR a : ;', ; :I . : ,< .;.• > , .. , .: :. 15. THESE PLANS ARE VALID FOR A PERIOD NOT 1'0 EXCEED EIGHTEEN (18) MONTHS FROM DAIS OF APPRCVAL, THE IMPROVEMENT S R SHALL WATER COACHELLA V L', \I ' ; : � .. � , ,•; , . .,: - s ' ; � , , ., .\ ' / •. ,x�, ' : �''. -:�; •,l,f . • , �, ,,,.:, � ;,,, , OAC ELLA ALLEY WATER DISTRICT PAUL COCKRELL (760) 398-2651 BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE , ! 1,t .,- > :;.:,.• F. SEWER COACHELLA VALLEY WATER DISTRICT PAUL COCKRELL 760 398-2651 WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH; ( ) r� I ' :r art. �•;:....• :a • / '. . .. , ;':' :�'%',.:,r //,. •• .• .. ., ".�. , � ., i�: •^ �\. : AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. ' ..,. ? IC ICI p ELECTRIC IMPERIAL IRRIGATION 11 ER AL RR GA ON I 1 , € } Uhl;; . , i :' 7• ; a w '' t • 1�., i j ` D STR ENRIQUE DE LEON (760) 202 4290 GAS THE GAS COMPANY RICH ISSA 7 - Y;, , �,.'... `;' �<.,�.� �• CS 60) 323 1851 t •»>_'!> \. r >: ,\ • :, TELEPHONE VERSON :.,r ROBIN JONEES (760) 778-3621 : "3• fry. y'"•.... IF L •; P.. ,r^y,.A `' `'tr',:�„� •'',• � � ;n - `• \u ,f•� �'', 4 � ='H" GARY ORDWAY : 760 340-1312 G I NIN NOTES _ l;a . } •.• . , ., \ t , .. ,.::' : •., �/ ` STRIPING AND '.SIG ,. .: , .•: � •� •• �... .. .. USA UNDERGROUND SERVICE .:, ,... ,,;, r .•,, __. ' • ..,. �a ,:. CE ALERT (760) 227-2 0 `' T.V. TIME WARNER R UN RGR ( ) 6 p ! PLAN REVISIONS A A TOP N APPROVA BUT PRIOR TO COMPLETION OF 1. THE CITY RETAINS THE RIGHT TO REQUIRE LA RE SONS. S NEC:ES5 RY, SUBSEQUENT LA L, IF A W IMPROVEMENTS N TA THE I A THIRD PARTY WITHIN THE IMPROVEMENTS SHOWN ON THESE PLANS, ANY NEW STREET IMPROVE E TS HAVE BEEN INSTALLED BY E CITY Ci►R , � . ,,, ,• -. ,•,• , r.,:. �,\.....,, •., •-' • J PROPOSED F i T MIN THEN Y INSTALLED IMPROVEMENTS a THE IMMEDIATE VICINITY OF THE IMPROVEMENTS LOPOSED BY THESE PLANS, I CITY STAFF DETERMINES NEWLY iI �"�•'< �'.: j t ; I ,i : y i.i.. V. _-..._ ......_.... 4} Fti �.:, •.: \ ,�;.` � :. a�" ''' ....••., t , IMPACT THE DESIGN INTEGRITY OF THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT - --' w a _ ' ;%' -•' \ ` -1 ` F• 1 v `.,kT \ COSTS, INCURRED AS A RESULT OF THE DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. t'; ' ` "" LL" ~ = "''~' �f ° LEGEND ND 2 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND COLDMILL AC PAVEMENT " RIVERSIDE COUNTY STANDARD PLANS, LATEST EDITION, HEREAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS INDEX MAP,.:; OTHE RWISE SPECIFIED. SCAM'. 1' = 100' SAWCUT &REMOVE 3. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SIGNS, (EXCEPT PAVEMENT LEGENDS), SHALL COMPLY WITH THE LATEST EDITION OF THE 4 CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, HEREAFTER REFERRED TO AS THE STATE STANDARD SPECIFICATIONS AND STATE SETBACK LINE STANDARD PLANS. PUBLIC UTILITY EASEMENT - - - - - - - 4. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CALL CITY INSPECTOR AT (760) 777- 7075 TO MAKE ARRANGEMENTS FOR RENTAL OF RIGHT OF WAY CITY STENCILS OR INFORMATION REGARDING MODEL NOS. OF CITY STENCILS. ABBREVIATIONS PROPERTY LINE S RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 85 OF THE STATE STANDARD SPECIFICATIONS, ENTITLED PAVEMENT ASPHALT CONCRETE AC CONSTRUCTION NOTES QUANTITIES FLOW LINE • , j MARKERS. ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 95-2.04 OF THE STATE STANDARD SPECIFICATIONS BEGIN CURVE BC (D SAWCUT AND REMOVE EXISTING AC PAVEMENT AND SUBGRADE. 1,198 S.F. ENTITLED RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS. BEGIN CURB RETURN BCR BEGIN VERTICAL CURVE BVC 0 CONSTRUCT 6" CURB PER .CITY OF LA QUINTA STD. 210 (GREENBOOK CONCRETE MIX 306 L.F. 6. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO CENTERLINE CL or 520-C-25oo). SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. CURB &.GUTTER C&G 0 3 CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUINTA STD. 201. (GREENBOOK CONCRETE 99 L.F. • MIX 52o--c-z5oo). 7. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE EDGE OF PAVEMENT EP NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE REMOVED BY WET SANDBLASTING OR GRINDING. END CURVE EC 0 CONSTRUCT 4" AC OVER 6" C.A.B. AND MATCH STREET ELEVATION. 309 S.F. END CURB RETURN ECR a DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS END VERTICAL CURVE EVC (D COIDMILI EXISTING AC PAVEMENT FULL -WIDTH AND WITH 1.5" AC COVER. 30.234 S.F. NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING FINISHED GRADE FG © HARDSCAPE WITH D.G. do BOULDER 24- MAX. SIZE IN DIAMETER. 737 S.F. j SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL FINISHED SURFACE FS CITY Of LA QUINTA SWEEPING OR HIGH -POWER VACUUM. FLOW LINE FL t� INSTALL STREET SIGN PER PLAN. 4 EA Plan Set No. GRADE BREAK GB 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 HIGH POINT HP STRIPING NOTES O'S) O OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN INVERT INV ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. LOW POINT LP Q1 PAINT 4'�,f, _WIDE DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STANDARD PLAN 3 la ALL SIGNS SHALL CONFORM TO SECTION 56-Z ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS MANHOLE MH A20B, Ut1AiL 28. SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING WITH 3M #1160 PROTECTIVE OVERLAY FILM OR APPROVED MIDDLE ON CURVE MOC PAINT 8" 0 WIDE WHITE CHANNELVING LINE PER CALTRANS STANDARD PLAN EQUAL ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. CONTRACTOR SHALL INSTALL ROADWAY SIGNS AND POSTS PER THE POINT OF COMPOUND CURVE PCC A20D, DETAIL 3811 N SIGN AND POST SCHEDULE ON THESE PLANS UNLESS OTHERWISE NOTED. POINT ON CURVE POC cn 3� PAINT TYPE IV(L) -WHITE PAVEMENT ARROW (IFFY) PER CALTRANS STANDARD PLAN A24A o. POINT ON LINE11. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN PAD ELEVATION PEL Ht 111 SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY POINT OF REVERSE CURVE PRC ® PAINT RED CURB FOR "NO PARKING' AREA �► IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. POINT OF REVERSE VERTICAL CURVE PRVC a TO INDIO 39 PROPERTY LINE PL NOTE: C.O, . DATED 11/22/2004 w _� 0 12. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PERMANENT PAINT. CONTACT THE CITY PUBLIC UTILITY EASEMENT PUE (5B) SHOULD STATE PARCEL 3 WITH DRY SCAPE RAISED MEDIAN (BOULDERS, D.G., ETC.). PROJECT o. T T NT HOURS PRIOR 0 L.AYOU . N INEERING DEPARTMENT 48 ENGINEERING RIGHT OF WAY RAW SITE °° SEWER MANHOLE SMH 13. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN PVC SLEEVES TO FACILITATE REPLACEMENT;' WOOD POSTS SHALL STORM DRAIN MANHOLE SDMH ENGINEER'S NOTE AVENUE as j o00 o HAVE 12" X 12' CONCRETE FILLED BLOCKOUTS AROUND THE POST. TOP OF CURB TC i THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, STRUCTURES, AND IMPROVEMENTS SHOWN N i TOP OF GRATE TG o o ON THESE FLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE. o TOP OF MANHOLE TMH TOP OF PAVEMENT TP IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES, STRUCTURES 3 o AND IMPROVEMENTS ABOVE OR BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THE ENGINEER IS : o TYPICAL TYP. TO BE NOTIFIED OF ANY DISCREPANCIES SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN THE VERTICAL CURVE VC ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE 3 PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES AND IMPROVEMENTS SHOWN, AND ANY OTHER LINES Z AVENUE 50 - N NOT OF RECORD, AND/OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR a ALL DAMAGE TO ANY UTILITIES, STRUCTURES OR IMPROVEMENTS CAUSED BY HIS OPERATION. VICINITY MAP _ NO SCALE w BASIS OF BEARINGS: PREPARED UNDER THE RPERVISION OF: THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING ffS DIAL HE W! a CALL AT LEAST TWO ,_RpFESS/0,� T SHEET NO. N64'15'1G'W BETWEEN NATIONAL GEODETIC SURVEY CORS STATIONS Y017 DIG! TWORKING O EXCAVATING PRIOR _�'Z y.�� ��Q �� R. CITY TY 0 F LA QUINTA 'TMAP' ("THERMAL AIRPORT') AND 'COTD' ('COLLEGE OF THE DANIEL R. RU(Z, P.E. DATE �,� 'AG The Keith Companies � DESERT") AS PER THE NATIONAL GEODETIC SURVEY DATA SHEET. 1-800-227-2600 R.C.E. No. 54559, EXP. 12 31 5 �, z STREET REHABILITATION PLANS OF 2 o -BBENCHMARK* C�(�D ��, No. C5455s PARCEL MAP 3 N 111� APPROVED BY: 'CITY OF LA QUINTA �i 0903 2" CITY OF PALM •DESERT BRASS DISK IN CONCRETE CURB STAMPED UNDERGROUND SERVICE ALERT a E "129' ON THE WEST SIDE OF WASHINGTON ST. SOUTHERLY OF THE OF SOUTHERN CAUFORNa �' E:xp. 12/31/05 SIMON STREET - TITLE SHEET PROLONGATION OF DARBY ROAD; 5 FT NORTHERLY OF THE SIDEWALK 3 bS CN11. LOCATED IN THE N.E. 1 4 OF SEC 29 T5S R7E SBM FILE' ST889101 h t BC AND 45 FT SOUTHERLY OF THE PROLONGATION OF THE BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE OTHY J ASS ATE -9rr,� F��� 73-733 Fred Waring Dr., Suite 100, Palm Desert, CA 92260 (760) 346-9844 DRAWING NO: ELEV = 142.158 DRAWN BY: D.F. CHECKED BY: B.Z. DATE: 9 2004 RCE NO. 45843 EXP. DATE 12 3EER OF Cp1.� WASHINGT®'AT PARK CENTERUNE OF DARBY ROAD. LOCATION OF UNDERGROUND UTILITIES BY CONTACTING N0: DATE INIT.. REVISIONS APP V'D DATE PUBUC W DIR OR/CITY EEGIN 11 L7 1.1� 1 11VV o UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 1 D6 a T . .. I... .1. " ­ � I �,,� ��,.*.;-,:17 �:­.. -%,�`:'111:;64.., _.;.: �: �1, .'; .,* `­�---�-'.-,,. ".',�t,,�.-,,:t.,!-., I I , . I '. . . . , I z. .�, . � - I.. -..�. �:T .111 .. . . i . , �l . Z, I'� � . , ;.;;;. : ..... I,. r . . , ; z w 1. . 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R/W 1 01 . . 10, -I- PUE - 12' 40' - - - 12' PLIE PLIE - N le � lt;� 6) 32' 1. 32' `� 6* , . 0, - CD - - 0 M EXIST. 00 PROP. STREET STRIPIM SIDEWALK EXIST. SIDEWALK EXIST. SIDEWALK - 2' 00 SEE PLAN LAYOUT !�! EXIST. 5 . 20 M "' 00 . co 5 AC PAVEMENT C> 4. 2 0 - If o pi ') 0% - ' IMIN 2.01t� t,jj,j\., 5 - cl .< Z��Ii wi ---.-- - - - - - - - . % 2 q7 0 __ j,_ _.- _:_- :3 __ L_ .:�� - - - ____l f _P - I .I- -*.4.---- - -:7 ._Z-*­ ______ ____ __ . - - I ___,______________.____. I.- 3: - . - 0 I -N(- .- - .:::;ir 1) 41 EXIST. SIDIDWALK MIS 3 SECTION A -A. pq e 4) SIMON DRIVE 0. j NOT TO SCALE r� . BASIS OF BEMING& rr'S THE: ILAW! 1 C= DIAL BEFOPX . - .:: CALL AT LEAST TWO . WORKING DAYS PRIOR S BASED ON THE GRID BEARING Q. THE BEARINGS SHOWN HEREON ARE M .R N64! 1 5'1 If IN BETWEEN NATIONAL GEODETIC SURVEY CORS STATIONS YOU DIG! :�. . TO EXCAVATING I 7MAP' CTHERMAL AIRPORT-) AND 'COM' CCOILLEGE OF THE , DESERT-) AS PER THE NATIONAL GEODEnC SURVEY DATA SHEET. . Vt v1d 1-800-227-2600 I 5 114 BENCHMARK: C-:' f CITY OF PALM DESERT BRASS DISK IN CONCRETE CURB STAMPED . � VI c "12!r ON THE WEST SIDE OF WASHINGTON ST. SOUTHERLY OF THE OF soun*RN CNJFMIA = _1� PROLONGATION OF DARBY ROAD; 5 Fr NORTHERLY OF THE SIDEWALK 1 .6 BC AND 45 FT SOUTHERLY OF THE PROLONGATION OF THE BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE NO. - - - , DATErINIT. 0 CENTERUNE OF DARBY ROAD. ND UTILITIES BY CONTACTING I DRAWN BY: 'D.F. - ' FL I ELEV = 142.158' UTILITY UNDERGROUND SERVICE ALERT .- _____ - AT 1-800-227-2600 � SECTION B-B SIMON DRIVE NOT TO SCALE . RE\ASIONS BY. B.Z. 5A--TE- - : � . I ! . CONSTRUCTION NOTES � � i '' � (D SAWCUT AND REMOVE EXISTING AC PAVEMENT AND SUBGWE. CITY of UN `�`ijllhl' . .,�,i�-.�,."�..,*,i"�.i�.,,,*i�iii.�.�,"�i-,;�.,* �R.Pji* QUINTA COLDMILL AC PAVEMENT !�!!�i�!!�,�,,�.""�.�iiii!�...,!�.,:i�i � LA . � , , ,,= ", , `,5'.. ­: sz T.- � '! . . 111`1111111Y; !,* !i� I �� .2"', -...�'�-"."Ii�"'�,�i",%..�-;*����,�����1.1�%",,�'.11,��"l'-I @ CONSTRUCT r CURB PER CITY OF [A QUINTA SM. 210 (GREENM CONCRETE MIX R 520-C-2500). Plan Set No. . I . . 10, I SAWCUT & REMOVE - - - @ CONSTRUCT Ir CURB AND GUTTER PER CITY OF LA quiNTA STD. 2oi. (GREENBDOK CONCRETE - PUE I MIX 520-C-2500). - 05 1 0 1 � I . 0 CONSTRUCT 4! AC OVER Ir CAB. AND MATCH STREET ELEVATION. � . � f--*' COLDMILL EXISTING AC PAVEMENT FULL -WIDTH AND WITH UT AC COVER. � CM 09A NO. BEARING/DELTA RADIUS I LENGTH TANGENT 7 57#5t 3.w 9.37' - 332.12' (2) N41*09'lZrW --- 52.00' __ - (3) D=89'59'IT 40.ff 62.8T 39.99, I (4) N4951'2frE ___ 23.9,V __ (5> D=181700`ff 3.00' 9.43' -_ (6> N48'5l'2ErE I , ___ 23.W --- D=89,59,1T 46.00' 72.25' 45.99' N41*09'1,VW ___ 52.00' 1 --- 99 N4956'&E _F_ 7-- 98.89, 1 - . S N om" . NO. BEARING/DELTA RADIUS LENGTH TANGENT \Y N41*09'13'W .--- 60.01v --- NV N41*09'lSW .--- 142.63' --- \\3/ D=2V4V21r 25.00' 9.08' 4.,%' NV N61*57'30 --- 17.56' --- NV I 0=2174871f 25.00' 9.08, 4.59' WI D=93'09'21* 45.OD` 73.16' 47.55' �� N4ff35'5.TE 38.59' V/ I N3743'0-TE .­ __ 35,33' --- %zw I @ HARDSCAPE WITH D.G. & BOULDER 24! MAX. svE IN DIAMETER. Q) INSTALL STREET SIGN PER PLAN. . . STRIPING NOTES w GRAPHIC SCALE' [j] PAINT r WIDE DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STANDARD PLAN . A208, DETAIL 28. 1 20 0 10 20 4 i 0 . - ______ - : a I a Fj] PAINT Ir WIDE WHITE CHANNELIZING LINE PER CALVANS STANDARD PLAN 69 in ri 6=!TII - --- - - -- A20D, DETAIL 38A. I in In � ? - I . I IN rrrr I I L�j PAINT TYPE IV kq - WHITE PAVEMENT ARKUW kWl) VLK UM_lKfflb blANUAKU FLM A24& I inch = 20 & . R4 PAINT RED CURB FOR *NO PARKINT AREA. I . I . � . � I . . - . . UPERVISION OF: , '�%.�S(? * c- ? V-0-S .. DANIEL R. RUIZ,"P.E. ' 7) I DA`IL R.C.E. No. 54559, �EXP. 12/31/05 � . . 1111111111111! � F ESS /0 v?. �llv 415) - � R . , 11 \ ,,, AZI I rl/ - �_ � " �� . 0 54559 ' w No. c w . 2 .�% Exp. 12/31/05 * y- 'I, 4/, CIVI 41)" e \� . �. . . . tld . THe Keith Companies ".. . ,�­ � "I 1,.11. I ! 14 �- 11, � '. .- "' . . . . . . .� ...;­ .... . � 7J-7JJ Fred Waing Dr., Suite 100, Palm Desert, CA 92260 (760) J46-9844 I . I . . - ______ CITY OF LA QUI -NTA - : SHEET NO. � .^ i /. ; 2 OF I � - �� �� . . I STREET REHABILITATION PLANS - SIMON STREET STREET REHABILITATION & STRIPING . LOCATED IN THE'N.E.. 1/4 OF SEC 29., T5S, R7E, SBM I I - - - CITY OF LA QUINTA APPROVED BY. ft P%6u4kn� � Lsiblos, - - .DATE MOTH . JONAtSON PUBUC S DIRECTOR/CITY ENGINEER , .. RCE NO. 45843 EXP. DATE 12/31/06 ' . -, FILE: ST889102 -1 - DRAWING NO: � I I a, I 1-11" I � . WASHINGTON PARK DATE :� r- M M n (n rn �� �� I P, fli