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3527 (2)NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: 9/11/O1 Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION MILES AV1E1!3fiJF M DUINR PALMS RTTNFTaQVRR TRACT 29625 (Street address or Description of Location) COMPLETE OFFSITE PURPOSE OF CONSTRUCTION STREET IMPROVEMENTS DESCRIPTION OF CONSTRUCTION w OFF SITE STREETS,MERIDIAN, STRIPPING,SIGNAL MOD DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 9/11/01 APPROXIMATE TIME OF COMPLETION VIZ4/Ui ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees Indemnify, defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any apd all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or pr6perty happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Sketch (attach construction plans if appropriate) SEE ATTACHED SPECIAL CONDITIONS Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent WORLD DEVELOPMENT 74333 HIGHWAY 111 760 568 2955 Name of Applicant (please print) Business Address Telephone No. SAME AS ABOVE Name of Contractor and Job Foreman Business Address Telephone No. 743867 Contractor's License No. City Business License No. HRH INSURANCE COMPANY, Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee 569.55 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. 100.00 $ O;fo_g,; Received by Date Recorded by 3527 PERMIT VALIDATION PERMIT NO. 14577 DATE APPROVED 9/11/01 EXPIRATION DATE 9/11/02 DATE ISSUED //j/11/v0�j� / Administrative Authority Telephone: (760) 777-7075 NOTE: With proper vellllelion thM ►Orm corntl►utes an ancroseniftnt p•rmlt CITY OF LA OUINTA APPLICATION FOR, PERMIT Bl PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) V o 1 2��1 F the conttrtmien of Dubf;C or Prlvole curbs, drtvewetn_ peyementt, (:dew Ike, AUG 2 • wrt klg bte, seven, were. rrrinl • Other like pyplic world improvemert" in connett;on with MINOR IMPROVEMENTS end APPROVED SUBDIVISIONS 40 DATE; ' 2,1 -O k Subdivlflon Improbrn•m Permit - Clan 111 Minor Imwovamortt Permit Clap IV LOCATION OF CONSTRUCTION «1 A 1, pl S S waif-wu.� ((a� T2raur 29 G2 3 Ilrreel aAM� or ofto"tloe of Losaetoal PURPOSE OF CnPfsTR ION -M CJ�P d�F�IQ� DESCRIPTION OF CONa7 IUCT10N _h T1__ SAS D,L Pt C.1a iZotl! DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED A/fROX'Mo E T E WHEN WORK WILL BEGIN O APPROXIMA E TI"F OF COMPLETION 2 d ESTIMATED CONSTRUCTION COST S (tnmettM;ne nmove1 0/ all obetcucl/Ml, IneW". wW doWls, Need filling, 10"ion end �' alnr Oladrt/ pererwerrtt Mtlrledng and/a nplstnq imprwemwrtsl _ In consideration of the granting or this PWmk. the epplicont hereby sorest to: Sketch lettech construction pant It app, Prieto) i 5"e4 A �C. �d SIt c IMenwNy,.Moea.vl era es.e rise Gre, ne eetlry urea seems. olflcety, nprewelnMN end •"olovs", MTdw IMM ewe so•tntt env end ell ee.eltga, ne0t11tb M lew eeowllne Own del ne of Court ocelon end al hlrq out el Cry oce d•M, row e/ a eeeerrrble wee poew..a reeen of d^' �• wr.w.e e• plapny .rar woe ur.ew.w•. vM•r Iwe C+.tnM tee•�ted eerrwrMM M Mr Irlelketen. �•Ih t/1e Asr�MeedMe why me MM t.*Mtylpr 1141 NOW" Irk O&VOnae of the ettw even wart will be nerved. � AM ell we'd � y w sevAleEee City Obfrerlees. Mee "me eta a mdatime of Cite Ilettwhnd e•el ee�vlsemse .vlet end repdetlone e/ the Cpy e4 oe► •d -v o"llioewf repleawnem neco•ser► p ow F"011 or III. 1 Sr"twe of Appllcent a Afeant Name of Apvlk+nt (nigger aim) Butineet Address lelo phww No. Name of Cenlroc ar ewe iob f eramen Bueina+l Atldrtu Telephone No, Cenerector's License No. Clty euslnete License No. Appllm•M'1 Inewenq Co Wary Policy Number FEEL' Stlbdrvl•lon Impoverharrt Permit - -Ion III VuDlk fmororenwnu: Y% CI ee/ilmetod eonwuctlen ceru t�o`is(j /rlrela Irnp.oserrtmu: 3%of inenaced vwulruclion cot" �D Mina Irtrprot�ment hemlt - Civu IV: See attachod schedule In+penfon Fee S_ S(o Q/ Pertnis roe ((� Artelry - I C-* Dw uwtrs nrw Bond d n aka TOTAL; f� tp 9 • S S Receipt No. Reoafved by Da" R/etenlnd by 2774 PERMIT VALIDATION PERMIT NO. -s ,S2 7 OATE APPROVED —( EXPIRATION DATE b DATE ISS d Ar"By Telephone: 11319) M.7075 0 The following General and Special Provisions are attached to and made a part of Permit No. J 2 GENERAL PROVISIONS The following shall always apply: ENROACBMENP ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints 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. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying concoction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. AU mechanical outriggers sball be fitted with rubber street shoes to protect the paving during excavations. Rubber4ired equipment only shall be used in backfill operations in paved areas. If the existing pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City of La Quints shall request that these portions of road be resurfaced over the entire width. Resurfacing shall consist of one coat of two inches (2) of A.C. surfacing plus appropriate seal cost 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 La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 Quints 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 ihall be replaced to their original standard or bettor. 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 OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints 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: NOTIFICATION. Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. X L/ UIU I'Y CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way 1 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. ITPIIM 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 inches of A.C. paving placed on inches of class aggregate subbase course having an 'R' value of not less than and in conformance with City of La Quints Road Improvement Standards and Specifications, Ordinance #461. ln'71 PARKWAY GRADING: Area between the property fine and top of the proposed concrete curb shall be graded to a slope of 1/4 inch to one foot (1'). R6 GRADE CHECW NG: City of La Quints 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 (_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. RS 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 2 1/2 inches of A.C. paving placed on �) of class aggregate base. Driveway construction shall conform to attached drawing. SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RIO SOIL SIERIUZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with.the manufacturer's specifications. 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SPECIAL CONDITIONS --PERMIT NO. 3527 --- WORLD DEVELOPMENT. --- 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. World Development, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required: 4. 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 5:3Op. m. Saturday 8: 00 a. m. to 5: 00 p. m. May I st to September 30: Monday -Friday 6: 00 a. m to 7. 00 p. m. Saturday 8: 00 a.m. to 5: 00 p. m. Work shall be prohibited on legal holidays and Sundays. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a. m. - 3 p. m. Traffic control shall be set up after 9 a. m. and removed before 3 p. m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6. 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. 7. 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, if required, 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. 8. 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 one travel lane of paved surface shall be maintained with flagmen at all times. Special Conditions - Permit No. 3527 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO. 3527 --- WORLD DEVELOPMENT. --- 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an 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. F. 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. Special Conditions - Permit No. 3527 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3527 --- WORLD DEVELOPMENT. --- G. 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. H. 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. I. 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. 12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. 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 3/4" max medium asphalt concrete as the base course lift and a City approved '/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions - Permit No. 3527 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3527 --- WORLD DEVELOPMENT. --- D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench sawcut 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: two (2) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: two (2) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the .same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping 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. 16. 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. 17. 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. 18. This permit allows for the installation and completion of the off -site improvements. Improvements are to include off -site streets, traffic signal, median island, striping and signal modifications. This permit work is located at he Sunflower Development on Miles Ave. And Dunes Palm Road. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3527 Page 4 of 4 CITY OF LA QUINTA PUBLIC CH BLIC WORKS -DEPARTMENT [`r ENCROAMENT PERMIT DATE EXP DATE ACCEPTANCE DATE {� NUMBER 9/11/2001 9/11/20021 06/04/2002 I 3527 � DEVELOPMENT FEE AMOUNT 669.55 APPLICANT INSPECTOR WORLD DEVELOPMENT I HOWARD DESCRIPTION MILES AVENUE AND DUNE PALMS (SUN FLOWER TRACT 29623)- COMPLETE OFF SITE STREET IMPROVEMENTS, STREETS, MEDIAN, STRIPING AND SIGNAL MODIFICATION ► MAIN MENU I�----------- DISPLAY APPLICANT LISTING FOR 2000 DISPLAY ISSUE DATE LISTING FOR 2000 .. ....... . I ............. DISPLAY APPLICANT LISTING FOR 2001 -- -.._.. --------------- .---- -- ---- ---- DISPLAY ISSUE DATE LISTING FOR 2001 " ..... -- -- --- - . __-- DISPLAY APPLICANT LISTING FOR 2002 DISPLAY ISSUE DATE LISTING FOR 2002 DISPLAY EXPIRATION DFTE LISTING FOR 2000 JI DISPLAY EXPIRATION DATE LISTING FOR 2001 DISPLAY EXPIRATION DATE LISTING FOR 2002 WEEKLY INSPECTION REPC* PROJECT NAME /Y92 e/ 3 PERMIT NO. -35,2 % PLAN SET NO. DIN INSPECTOR/ - DATE JOURNAL OF NOTABLE ACTIVITY & ACTION 4 3- 0a - I ti �► 0 v - "11"Zt _ %Lii� G ee22 -2-7 .. NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) r i ou UQUZ Page 1 of 2 CONSTRION ACTIVITY SUMMA YR MO DATES: thru WORK BY SPECIAL PERMISSION MON TUE WED THU FRI SAT I SUN I NITE 'CONTROL Onsite Measures Track -out implementation Clearing & Grubbing Earth Moving: Cut & Fine Grading Compaction Testing/F 2EETIMPROVEMENTS C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/F Material Certifications AC Design Mix TER IMPROVEMENTS MAINS I Material Certifications SEWER IMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/F Material Certifications STORM DRAINS MAINS STRUCTURES Material Certifications ' DRY U 1 T LTIES ::.:::::v::::::.}:::::::::•.G::•:ii•:^ii:^;n}}iii}i}i}i:.•......: i:;4ii:i{• w:::: ::::• :v. �::::::: CONDUITS Material Certifications ISCAPING MEDIAN L� Dann 7 n1 9 WEEKLY INSPECTION REORT PROJECT NAME 5 Un�1�U7AlPil��� %/ PERMIT NO.PLAN SET NO. Nw, INSPECTOR(Cg.. DATE JOURNAL OF NOTABLE ACTIVITY & ACTION mot �- �uw NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) uwiut Page 1 of 2 CONSTIMCTION ACTIVITY SUMMI&Y YRP0Q? . MO _ DATES: _'tHP'—�� WORK BY SPECIAL PERMISSION IMONI TUE.IWEDI THU 11FRI I SAT I SUNI NITE DUST CONTROL Onsite Measures Track -out Cleanu Conforming impl Non -conforming Earth Moving: Cut & Fill Fine Gradina STREET IMPROVEMENTS C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC - CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/F Material Certifications AC Design Mix WATERIMPROVEMENTS MAINS SERVICES Compaction Testing/F Material Certifications SEWERIMPROVEMENTS MAINS LATERALS Material Certifications 2M DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/F Material Certifications UTILTIES CONDUITS STRUCTURES Compaction Testing/F Material Certifications MEDIAN PERIMETER WEEKLY INSPECTION REISRT PROJECT NAME 5U 72 /d ,,,, e y -:'2 2 62 3 DIN PERMIT NO. :32 % PLAN SET NO. INSPECTOR &LOZ1.1"d (.0717 ptol DATE JOURNAL OF NOTABLE ACTIVITY & ACTION u-na )Wms, /V/ s o ro /awe a r /f I 777 77a7' 15r d C o e Al<e . NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) uriuc Na98 1 oT 2 CONSTFINCTION ACTIVITY SUMMtY 2D� ,�� �,3 WORK BY SPECIAL YR MO DATES: thru PERMISSION MON I TUE I WED I THU I FRI SAT SUN NITE TRAFFIC CONTROL 'CONTROL Onsite Measures & Fine Cut & Fill ZEET IMPROVEMENTS C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/F Material Certifications AC Design Mix TER IMPROVEMENTS MAINS Compaction Testing/F Material Certifications SEWERIMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/F Material Certifications STORM DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/F Material Certifications DRY UTILTIES CONDUITS STRUCTURES Material MEDIAN PERIMETER F130 04/02 WEEKLY INSPECTION RART PROJECT NAME T'r�/+�� 2� PERMIT NO.,ID / PLAN SET NO. I� INSPECTOR �'� L2X A 002MI12 lb%n DATE JOURNAL OF NOTABLE ACTIVITY & ACTION 513- 7; W -e 3 4a7f -Du 77 e 2 l 9 NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) uvivc vage 1 OT 2 CONSTACTION ACTIVITY SUMMARY uwuz Page 2 of 2 WEEKLY INSPECTION REART PROJECT NAME /Yoh a 2 91D 2 3 PERMIT NO. _r3-3 2.9 PLAN SET NO. DIN INSPECTOR DATE JOURNAL OF NOTABLE ACTIVITY & ACTION !- A2 Z'7 / h oo k rr v 6o IRS,-f- /- i 7 U o 7-7 " c� %ev 16ry fP f NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) �4ivt Page 1 of 2 CONSTFRCTION ACTIVITY SUMARY YR MO DATES: thru WORK BY SPECIAL PERMISSION MON TUE WED I THU I FRI SAT I SUN NITE TEMPOR ARY TR AFFIC DUST CONTROL Onsite Measures Track -out Clearing & Grubbing Earth Moving: Cut & Fill Fine Grading Compaction Testing/Rep ZEET IMPROVEMENTS C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/Rep Material Certifications AC Design Mix TERIMPROVEMENTS MAINS SERVICES Compaction Testing/Rep Material Certifications NERIMPROVEMENTS MAINS LATERALS STRUCTURES Compaction Testing/Rep Material Certifications )RM DRAINS MAINS STRUCTURES SANDFILTERS Compaction Testing/Rep Material Certifications f UTILTIES CONDUITS STRUCTURES MEDIAN PERIMETER uviuz Page 2 of 2 WEEKLY INSPECTION RART PROJECT NAME l2'ae/ 9 6 2 3 DIN PERMIT NO. 2 6 2 i PLAN SET NO. INSPECTOR A/ u lq VJ ZY919/2l DATE . JOURNAL OF NOTABLE ACTIVITY & ACTION - -30-0R A w r f /a 7- ¢ If - 77 cl k1free 6 e otJe .- "O(r- A 4,-m-of4ce, sAn w cd hi79 Al � had A5 d o eAa. .b 77 6 1 9 e a/ Go V4 R 3,� . /art 1 d o VqltJes' � �n�iales NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) L 4 7!1 V4lVL Page 1 of 2 CONSTR48CTION ACTIVITY SUMARY YR MO DATES: thru WORK BY SPECIAL PERMISSION MON I TUE I WED I THU I FRI SAT I SUN I NITE TRAFFIC Onsite Measures P.O. Box 1504 78-495 CALLE TAMPICO Sh;ningBrighter Than Ever LA QUINTA, CALIFORNIA 92253 May 16, 2002 Daryl Kent World Development 74-333 Highway 111, #103 Palm Desert, CA 92260 Subject: Preliminary Punchlist Reference: Tract 29623 - Sunflower Dear Mr. Kent: (760) 7 7 7 - 7 0 0 0 FAX (760) 777-7101 Prior to Public Works staff recommendation to City Council for final acceptance of improvements, completion of items on the attached preliminary punchlist-is necessary. The punchlist notes the items that have been completed, additional' punchlist items, and items which have been addressed and/or completed. All completed information provided on the punchlist will be shown in bold for clarity. Please feel free to contact me at (760) 777-7047 if I can. be of any further assistance. Sincerely, le-4-0� " Raoul Martinez Assistant Engineer II RM/rm cc: File 29623, Project File V T.\PWDE IMTAFflMartinez\Tra=\2%23\punchlisdeuerl.wpd 1. q q 0 1 S %54 nIN-51A TAf 4 V"a" PUNCHLIST Repair/replace all chipped and/or cracked curb & gutter for on -site streets.and off -site streets. Repair/replace all asphalt with scores, grooves and voids for both on -site and off -site streets. Install traffic signal detection_ loops at intersection of Miles Avenue and Dune Palms Road. 4. Repair asphalt surrounding area of recently raised manhole lid covers. (Coachella Valley Water District has jurisdiction over functionality of system, whereas the City of La Quinta has jurisdiction of the street surface). 5. Repair depressions of street near locations of manhole lid covers. (Dandelion ' Drive, Morning Glory) 6. Remove, clean -out all trash/debris from sand filter in retention basin on Verbena Drive and Dandelion Drive. Install rock rip -rap in all basins as shown on improvement plans, if not already existing. 7. Repair irrigation sprinklers/bubblers in retention basin on Verbena Drive and Dandelion Drive. 8. Remove "Thru Traffic Merge Left" sign on northbound Dune Palms Road south of Miles Avenue, and return to the City of Indio Public Works yard at 83-101 Avenue 45. Sandblast existing striping and paint 6" white dashed line per Caltrans Standard No. A20-A, Detail12. ` T:\PWDEPT\STAFF\Martinez\Tracts\29623\punchlist2nd.wpd Page 2 of TAr 4 4 QuArQ PUNCHLIST CITY OF LA Q.UINTA DEPARTMENT OF PUBLIC WORKS SECOND (2"d) PRELIMINARY PUNCH LIST Tract No. 29623 Developer World Development Date January 28, 2002 General Notes: This punch list is preliminary only. All improvements subject to review and approval by City Engineer prior to final acceptance. Deficiencies may not be confined to those noted herein.. 2. The City shall be provided with updated original mylars for all improvements to reflect the "as built' condition. Each sheet of the drawings shall have the words "As -Built' or "As -Constructed" clearly marked on each sheet and be stamped and signed by the civil engineer certifying to the as -built conditions. COMPLETED 3. All monumentation shall be performed and certified by a Registered Land Surveyor or Civil Engineer. A letter certifying the monumentation has been performed shall be provided to the City. COMPLETED 4. Centerline ties at all street intersections should be provided to the City. COMPLETED 5. The City shall be provided with letters from all applicable utility companies and public agencies, certifying that all underground improvements are in place, completed, and accepted. 6. All improvements shall be cleaned and access provided to all drainage improvements to verify condition, drainage, flow test, and functionality. 7. 'Certification letter from the Engineer/Surveyor shall be submitted stating payment for services has been received. COMPLETED 8. Refer to attached sheet(s) for specific punch list items for on -site and off -site improvements. T:\PWDEPT\STAFF\Martinez\Tracts\29623\punchlist2nd.wpd Pagel of2 I , P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 May 16, 2002 Daryl Kent World Development 74-333 Highway 111, #103 Palm Desert, CA 92260 Subject: Preliminary Punch list Reference: Tract 29624 - Desert Flower Dear Mr. Kent: (760) 7 7 7 - 7 0 0 0 FAX (760) 777-7.101 Per your request, a walk through was performed at the above referenced project to establish a preliminary punch list. Attached is the punch list noting the items to be addressed prior to acceptance by the Public Works Department. Please feel,free to contact me at (760) 777-7047 if I can be of any further assistance. Sincerely, Raoul Martinez Assistant Engineer II RM/rm cc: File 29624, Project File V T-af 4 4Q" ]PUNCHLIST CITY OF LA QUINTA DEPARTMENT OF PUBLIC WORKS SECOND (2ND) PRELIMINARY PUNCH LIST Tract No. 29624 Developer World Development Date December 5. 2001 General Notes: 1. This punch list is preliminary only. All improvements subject to review and approval by City Engineer prior to final acceptance. Deficiencies may not be confined to those noted herein. 2. The City shall be provided with updated original mylars for all improvements to reflect the "as built" condition. Each sheet of the drawings shall have the words "As -Built" or "As -Constructed" clearly marked on each sheet and be stamped and signed by the civil engineer certifying to the as -built conditions. COMPLETED 3. All monumentation shall be performed and certified by a Registered Land Surveyor or Civil Engineer. A letter certifying the monumentation has been performed shall be provided to the City. COMPLETED 4. Centerline ties at all street intersections shall be provided to the City. COMPLETED 5. The City shall be provided with letters from all applicable utility companies and public agencies, certifying that all underground improvements are in place, completed, and accepted. 6. All improvements shall be cleaned and access provided to all drainage improvements to verify condition, drainage, flow test, and functionality. COMPLETED 7. Certification letter from the Engineer/Surveyor shall be submitted stating payment for services has been received. COMPLETED 8. Refer to attached sheet(s) for specific punch list items for on -site and off -site improvements. T:\PWDEPT\STAFF\Mariinez\Tracts\29624\punchlist2.wpd Att�chrl�E I 1 Repair chipped curb at 7 9-G -5 3 locations 2 Repair asphalt at and of cul-de-sac 3. Repair chipped curb at 7 9-0; 0 4 locations 4 Repair chipped curl. at 9-0401 location 5 Repair chipped curb at 7 9-045_ 2 locations 6. Mace blue reflectors in street for fire hydrant locations , 2 7. Clean drain outlet at south ':'Jcnll outside gate 8. Clem entryat cell hoar median Tit4t 4 4 0amrcu MEMORANDUM TO: Raoul Martinez, Assistant Engineer II Howard_ Compton; 'Contract Jnsp ctor Elden Smith, Contract Inspector FROM: Steve Speer, Senior Engin DATE: May 21, 2002 RE: Bike Lane Signage Quite some time ago, perhaps over a year ago, perhaps even longer, I have been specifying the R26H [no parking/bike lane] (see attached sample) signs on arterial streets . when we stripe bike lanes. To date, I have yet to, see my first R26H sign installed. It appears to me that the sign contractor prefers to install two signs instead of one sign and apparently. the developers do not want to contest the extra cost. However, I have been specifying. the single R26H because it is nicer looking, and less intrusive. Additionally, it is cheaper to maintain a single sign than two signs when they/it fades and needs to be replaced. Please review your recently completed arterial street projects (Avenue 50, Airport Blvd, Madison St, Miles Ave, etc). If your plans call for an R26H sign, be sure to put this item on your punchlist and have the developer install it before we accept the street for maintenance. T:\PW DEPTXSTAFFISPEERIMEMOS1020521 a.wpd i MUTCD NUMBER R7-9a 18" 1/4" 1/4" 1 1 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION BIKE LANE CODE R26H 1-1/2" Radius 1-1/2" —� 5/8" 5"E(M) 8" 1-1/2" 1" —�2-1 /2"C 1° 2-1 /2"C 1-1/2" 12" COLORS LEGEND & BORDER - BLACK (Non -Reflective) CIRCLE & DIAGONAL LINE - RED (Reflective) BACKGROUND - WHITE (Reflective) - THE POLICY FOR INTENDED USAGE OF THIS SIGN IS SHOWN ON REVERSE SIDE - OF SIGtO6 AND 0 EATION DA REVISION REVISION