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4441I -N6'TE-r :; .r• Witl"Op i per validation J this form -constitutes an f encroachment permit_ i fa CITY, OF {LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private, curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in -connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit = Class III DATE:-* July 1 2005 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 77-•772 r,112 Va14__ (Street address or Description of Location) abandon existing sewer and PURPOSE O ?COCNaSl LugTMaw OUZO DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED JU.LY o, 4 rr. APPROXIMATE TIME WHEN WORK WILL BEGIN IN 1 Sketch (attach construction plans if appropriate) USA # A1820146 jab Pi"' ` 110—SO4.4 110—So3:,.4 .� _ `79 77, ` APPROXIMATE TIME OF COMPLETION Seot. 8. 2005 ESTIMATED CONSTRUCTION COST $ Q )� . t (Including removal of all obstruction, materials, and debris, backfi(ling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees,,harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident;' loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the"permit granted 'pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all/applicable rules and regu aY tions of the City of La Quinta and to pay for any additional replacement necessary as the result of this work " I Name of Applicant (please print4),_ Signature of Applicant or Agent I Business Address I Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. �tAif Contractor's License No. City Business License No. ,i self --insured Applicant's Insurance Company ;�\Policy Number *' FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ TBO .p .` N/A Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ TBD Receipt No. ' :wr Received by o Date *Eft V.'114441 PERMIT VALIDATION PERMIT NO. 4441 DATE APPROVED "t 7. " 7 EXPIRATION DATE DATE ISSUED By 3&-, -L Administrative Authority Recorded by 11 Telephone: (760) 777-7075 -NOTE: 'With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCR For the construction of public or private curbs, driveways, pavei and other ,like public works improvements In connection with MINOR DATE: ��' 0 Sr LOCATION OF CONSTRUCTION (Street address or Description of Location) PURPOSE OF CONSTRUCTION 1r DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR R SIZE OF EXCAVATIQPC IF APPROXI LL BEGIN i .A VI INT11,111 pa klh(r lots, sewers, water mains S d APPROVED SUBDIVISIONS Improvement Permit — Class I I I )r Improvement Permit Class IV Sketch (attach construction plans if appropriate) APPROXI ATE- I E�QF OMPLETION ESTIMAT D;IS RIl TIN COST $ /� �% ✓`�� (Inc}iding r move f ell 'struction, materials ainaTlqb is, �ttl�llir�i, com- p egion .rd lac permanent resurfacing d/ t rep} ng prb4ements) In co�side ti n o the granting of this pe mi , thep II an hereby agrees to: ty+-emni eland and save the City, Its a th Izea�c ge ts, officers, representatives and employees, harmless from and against any and all penal iae/ labllities or lost resulting from lei rt action and arlsing out of any accident, loss or damage to persons or property h�ISpe ng or occurring as a proximate-resul of any y4ark undertaken under the permit granted pursuant to this application. �'Alfy the Administrative Authority at least twIrl4-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 en{�regulations of the City of Le Qulnte and to pay for any additional replacement necessary as tha result of this work. �� I� Name of Applicant (please print) Name of ContilecWrr and Job Foreman Applicant or Business Address Business Address v v ic�g�z�r� Telephone No. 6' e ) Ot Telephone No. Contracto 's Lie No.' City Business License No. Applican 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 $ PERMIT VALIDATION Permit Fee �j PERMIT NO. Penalty DATE APPROVED Cash Deposit -Surety Bond if required EXPIRATION DATE TOTAL: $� DATE ISSUED Receipt No. By Received by Date Administrative Authority Recorded by Telephone: (760) 777-7075 146 53256 146.1 53.275 140 53305 150 63-325 15, 53345 5 162 ,U � 53401 155 15fi 53450 157 53475 Fi b 44T8) _-.-...- T13� ISP 53505 ,as " 15 239 53�6 N 63256 240 214 � N 213 241 633U11 212 242 53720 2,1 243 53-340 m 03345 m 210 G 2492.M 533011 03385 206 245 53404 .�- ['S 53405 2117 246 53A30 p' S3431i 2" 247 53-450 N 53455 205 248 53470 7547E 204 240 n600 TcALLE T 305 s>as 320 5326.5 304 330 N 53.275 303 331 B32.n N 11 53305 302 332 53300 N o 53325 30, O 333 5}330 In 53355 2% m M1 33n 2043, 330 5}390 m 53390 207 3. 5.9-430 m 53445 2W 337 53.450 u o 206 338 %7518 � .`- 53476 330 JE 53405 :u0 53530 53535 341 398 423 53-281 j 489 if 83260 613 t E14 397 nR8 N N ' 516 s3395 a 306 424 487 53-300 396 425 �1 `] 53326 488 53320 0 518 63-M 394 42.6 [�[ m 53-346 485 617 v' S3326 m s18 53345 , 393 O 427 084 m 6330 - 533a4 a9a m 53.382 4z6 53 365 30, 537380 _ 429 m 52415 390 53400 430 4A 5342v 3139 5342U � 431 C 63.44b 3G8 53440 432 387 433 a86 434 5.3500 53521 38G 160 202 252 1 63545 M 6, 111 1 a36" M 'IO2 384 53540 438 53545 161 f 201 253 2U2 343 3a3 437 153565 53580 - 63-a6,5 I t^ d' S3M �r ^7 63-5 182 [^1 200 2544 11 � 53-SOa � N n - 291 a35B8 N 344 � 382 O 53580 438 290 p, G3600 m 346 301 p, 53600 m 439 163 199 p, m G3605 53300 104 t68 255 - � 53631 536J8 � 2U9 53g30 346 r 63-035 380 440 ti 53601 288 E3.650 347 m 6J-65b 379 441 ,05 Is7 258 5 E3.656 $1 636li0 m 53.656 ire glt 1fl6 2E7 n 535P5 of 53-690 m - a 65 $ 287 33606 m ma rn 63877 370 63-060 - 442 p' 63665 167 1 I5,"i 258 n 6 -715 ! 55-710 G 53696 0 2.89 53680 �' 340 377 g 80 m 443 33701 168 t 104 25B _ 5 '724 �i .5373U .- - 4' g 2K5 53-70U ^ ' 350 779 376 53700 ^ i69 103 28U I 5.4]3B 53740 376 204 53720 I ' f .-- 5}7497 CALLE j 170 i 1B2 261 - 77645 f ` 53753 I 283 53760 N 3�, ^ 3771 5 l! , 374 N 446 ^ 7 7- 705 1 171 Q 19, Q 4 63765 0 53760 Q N Z1722 1Z1 1 100 2g2 1 53777 7 ; 53 800 N Q Q pN A 282 53780 �1 352 ry 63701 373 446 N a3773 2B1 5379U 353 53.796 378 63780 H 447 o> 173 1 189 263 280 354 371 448 1' 5370.5 �. v 53820 1'.t '= a3325 53820 F,< 53.825 174 ,88 O 2B4 63.801 N 205 ?.7B G 53.830 N 385 53-815 _ 370 N g3830 440 0' 534i76 278 m m 356 389 o m 460 175 IBY rn m 534115 I G1830 5]•836 VI 534M 53.65G 170 186 m r 260 ,! a34345 217 357 i 53-840 33645 $I I 3E8 461 483 519 53,180 53336 482 an 53.400 m m ST.1 401 521 53420 534715 46(1 622 6:44G0 U O 479 523 OOO W - 478 524 477 625 53500 ! 63521 476 475 526 474 627 v o 53.586 53-00 2030`n fiy6pme g 471 530 6367o 531 m m 63-G65 470 532 536U0 63-085 533 460 637 .. `- � 63 466 N ry 636 487 536 53754 ^ 53-755 456 537 637 00 N N 53T75 465 538 [� Mi63]fb 454 539 5 -604 "P 53.80 463 640 63-520 h 4e, 542 63-SW r 53-b4( 583 808 774345 601.1 IRR-, 582 53.270 M OOB N 69275 58, 610 M 53.301 860 611 679 633M 612 v' S3349 676 m 83360 m 8,3 53385 an 75 a3.380 614 53-m 576 53400 615 m 6'.s40p L 1 075 6t6 2 574 u, 617 o n A- \� 619 3y 71 y N 020 - 53527 510 021 ry 53541 SB9 SJ560 � M 535&5 -56 623 63-6as sea 63500 C 624 53-005 588 p, 53612 m 625 53615 565 m 53 M ti 0211 53645 584 53a60 627 m 63-661 563 53880 � 026 502.1 IRR 662 620 93-74a �53717. 630 53726 631 ^ 53745 560 032 77-777 ri 558 633 S37B0 ry N 1 1 557 834 53.800 M 5}806 566 035 63-M N O 53825 555 H 638 63840 554 p m 63% 63-SM 553 Op A 638 art 53280 701 �. %Es 5328q 704 53785 1 862 77-066 8b% S325C 702 M N ! f 7B8 63280 790 N 63-285 80, 53281) M 086 N 53275 676 703 ; 767 796 000 887 075 704 `T 53346 � 765 707 N BOB 861, 53324 N 614 705 N 'p 53355 i I 765 g3A3p 708 N `n 63366 858 6 -340 Bao 073 53-,W m m 706 53.305 764 m ,p 790 53.306 1157 p� 533g0 ,p 990 53385 9 I 858 m 672 y1 ti 707 4, 0 , 763 m A 800 at. 801 " 9;i.'i8.5 a56 892. a 53406 ft71 708 1 782 8U1 63.410 A m 7i °O G3305 670 53424 700 m c 5342..5 I 761 802 m " 03425 854 m 003 '" 53425 710 �' G L:1.495 700 53440 003 4• 4I m! 863 53400 v' 804 63446 669 711 i 769 E104 - B95 852 53405 I gab 712 3520 M 6'"h.5 758 8U5 M ry ae6 N 84, M _ �•-12'D.I. f•.-00 _....�1558Z..-^I..I.. 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T SY•9 075 704 1^`1 v 51:148 � 766 707 ass 861, 53a2U 674 o m 705 593 %ti5 53-330 7U6 N `n 63aW 858 R 0' 3� m 089 873 53360 ]06 ` m 53-385 764 7900 m 5}386 62 53-:160 69- G33fi5 872 707 - �1 ai m 763 m WO 63-365 856 m 1 801 ` 53365 855 aw.. m 53-406 671 1011 %62 801 63410 r- m '- m 63308 670 53-424 700 LR M 53425 1 ' 761 602 63426 854 003 0' S3425 710 N o L'4.44:1 700 53440 803 _ _ 4 �� 0 663 53400 894 O 83446 669 711 1 759 804 - 0US I 852 b08 712 3820 r' 6347fi i1 758 805 096 661 12•0.1.n.-2o L5567�__— T T COLIMA fifi7 ^ 713 1 '767 000 1 BGO 7 63.83'4 G3520 N / 77-SM 6C10 750 53840 807 iv Cv 03833 / 8400 i 601i 53500 '114 � n 57505 i i 155 606 53•.'i53 848 ( � 898 M 388;1 C64 53-560 _ 711 N 63666 754 53880 _ 801) iV v Boo 535or 847 {�3LB0 663 53800 716 " 53605� r 763 810 63600 e m 53601 U00 u1 53608 1 46r 6 tuv W. 53610 717 p m G1619 1 ' 752 811 m 63819 m 901 53825 +i 045 844 1 061 63040 660 m ^ 6718 6345 %19 m 53001 $� 3615, 540 760 012 r 5}641 B13 m 04Z'3!� $ 002 63645 903 CO 1143 G3650 642 53670 650 720 No 014 53660 � m 63671 et rn 53671 m 004 rn 83-071 660 3 5080 121 u7 53705 ( ± 740 83700 815 :2 C 53- 001 8411 53700 U05 53 706 65% 53.700 722 ^ 63-725 I 1 %47 0 Ul6 63-M ^ 90G 53725 84 * 537 0 � 656 723 i 746 817 007 51740 63745 - t 746 T ARROBA 055 5976 724 N - 77640 ! ( 1 745 63.760 r •- tl1B 63-777 irf 1 830 _i 908 63-776 fisb 744 e2b eo9 97770 N N f 53-770 N N 53705 553 725 63705 Z 713 ...700M 9 Z 910 M 53.805 037 63-810 W 63820 062 7203 781 010 83-820 N `C 63636 618f0 N 63806 Q 911 03825 651 53-840 p M q1 741 53830 8" p 51010 835 m 53.630 m 91z _g 834 ap 63860 m 013 63878 650 a1 %27 740 y m 021 yt� 8366V m 83866 5369U 849 67.880 m ^ 726 - 83685 739 53-U8U 1p n 022 53881 ' 833 63880 014 r SN10G City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4441 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)177 - 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 ('/d") 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 ''/2') of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City. of La Quinta deems unsuitable (spongy or saturated material) which is. encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be. applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (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 ( 3 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ay_ '.i PERMIT NO.4441 CVWD / Abandon Sewer &. Install New One / 77-777 Calle Colima 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. Coachella Valley Water District, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. 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 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. 5. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 6. Any land on which Williamson Act contracts apply shall remain undisturbed. 7. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated' areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city inspector's phone number. . If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Special Conditions IPage 1 of 5 PERMIT NO.4441 CVWD / Abandon Sewer & Install New One / 77-777 Calle Colima Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. S. 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 fthe Assistant Engineer I at 777-7089 to determine the city inspector's phone number. The inspector shall determine the' number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 9. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans right of way. 10. Work within 500 feet of a Desert Club Drive and any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 11. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer 1) of the private land owner whom is being encroached upon. 12. Prior to excavating in native Soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 13. 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 (909) 275-6894 if signal operation at the intersection is to be altered in any way. 14. 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. 15. 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. Special Conditions Page 2 of 5 PERMIT NO.4441 CVWD / Abandon Sewer & Install New One / 77-777 Calle Colima 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. 16. 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. 17. 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. 18. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed, by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for. compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be. tested at random depths at approximate three-foot vertical intervals -as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. 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. Special Conditions Page 3 of 5 ..; PERMIT NO.4441 CVWD / Abandon Sewer & Install New One / 77-777 Calle Colima E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. ' The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above _shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. ' 19. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilledin the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a'length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 20. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 21. Access and egress to all local properties shall be maintained at all times. 22. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section; within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard 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. Special Conditions Page 4 of 5 PERMIT NO.4441 CVWD / Abandon Sewer & Install New One / 77-777 Calle Colima 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'/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 sliall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replacedin kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 23. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately . after completing the operation. 24. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1 982)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 subj ect street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 25. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 26. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 27. If it is the intent of the permittee to cut the pavement, and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 5 of 5 NOTE: "� Ci With proper validation w this form constitutes an { encroachment permit - CITY OF ,LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private, curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements id -connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: July 1, 2005 LOCATION OF CONSTRUCTION 7;-74� npa -i (Street address or Description of Location) Abandon existing sewer and PURPOSE O ukiiall:L 6 liew Orr E. DESCRIPTION -OF CONSTRUCTION 115 tier �'� DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV Sketch (attach construction plans if appropriate) -/-' USA # A1820146 4pb if `r 110-SO4.4. 110-Sol .,4 APPROXIMATE TIME WHEN WORK WILL BEGIN uYy o' 0-) -79/ APPROXIMATE TIME OF COMPLETION Sept 8. 2005 ESTIMATED CONSTRUCTION COST $ t% IN i (Including removal of all obstruction, materials, and debris, backfilling, com- 41 paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: ' Indemnify, defend, and save the City, its authorized agents, officers, representatives and emplo penalties, liabilities or loss resulting from claims or court action and arising out of any accid happening or occurring, as a proximate result of any work undertaken under the permit grant( Notify the Administrative Authority at least twenty-four (24) hours in advance of the time w Comply with all applicable City Ordinances, the terms and conditions of the permit and all/4 La Quinta and to pay for any additional replacement necessary as the result of this wort Y� x Name of Applicant (please print), ees,�harmless from and against any and all ntfi loss or damage to persons or property I'`pursuant to this application. �.. en work will be started. t licable rules and regu(a ons of the City of Signature of Business Address icant or Agent i� Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. self -insured t Applicant's Insurance Company I'NPolicy Number FEES: Subdivision Improvement Permit - rlacc II I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit - Class IV: See attached schedule Inspection Fee $ TIRA II Permit Fee N/A Penalty Cash Deposit -Surety Bond if required TOTAL: $ TBD *' Receipt No. Received by Date t."? 4441 PERMIT VALIDATION PERMIT NO. AAA DATE APPROVED EXPIRATION DATE -7-1 DATE ISSUED` •� - 0 By �w Administrative Authority I Recorded by I Telephone: (760) 777-7075 M Uctober 10, 2007 Brad Fomon Innovative Communities 200 E. Washington St, #100 La Quinta, CA 9'2253 Revenue Code: E-1 He: Encroachment Permit No. 4442, Clearing and Grubbing, PM-10 Tract Map No. 31798, Watermark Villas (PSN 04072) Dear Mr. Fomon, Encroachment Permit number, 4442 has expired as of July 13, 2007. In order to avoid the issuance of a "Stop Work Order,` please renew this permit immediately. The renewal fee as per City Council Resolution 96-27, states: Encroachment Permit — renewal of expired permit shall consist of a $100.00 permit renewal processing fee plus 10% of original fee to extend the permit one additional year (until July 13, 2008). ORIGINAL PERMIT FEE 10% of original permit fee (one year extension) PERMIT RENEWAL FEE $3,900.00 $390.00 $100.00 RENEWAL AMOUNT DUE: $490.00 If you have any questions or need additional information, please contact Amy Yu, Assistant Engineer II, at (760) 777-7047. Sincerely, Timothy R. Jon s n, P.E. Public Works Di for/City Engineer cc: Bryan McKinney, Principal Engineer . Leonard St. Sauver, Assistant Engineer II Amy Yu, Assistant Engineer II Christine Kerry, Secretary Permit File, No. 4442 P.O. Box 1504 - LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLL' TAMPICO • LA QUINiTA, CALIFORNIA 92253 (760) 777-7000 -FAY (760) 777-7101 a0trav P.O. Box 1504 LA QUINTA, CALIFORNIA 9.2247-150.4 78-495 CALLS TAMPICO (760) 777-7000. LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 July 17, 2006 John Reise Watermark Granite 200 E.-Washington Ave. #100 Escondido, CA 92025 Re: Encroachment Permit No. 4442 — Tract Map 31798 Permit Type: Clearing and Grubbing Dear Mr. Reise: Encroachment Permit number 4442 has expired [will expire] as of July 13, 2006. In order to avoid the issuance of a "Stop Work Order," please renew this permit immediately. The renewal fee as per City Council Resolution 96-27, states: Encroachment Permit — renewal of expired permit is $100.00 plus 10% of original fee for each year the permit has been expired. ORIGINAL PERMIT FEE. .10% EXPIRATION PENALTY For each year permit has been expired $ 5,000.00 $ 500.00 $100.00 RENEWAL AMOUNT DUE: $600.00 If you have any questions or need additional information., please contact Tony Colarossi at (760) 777-7089. Sincerely,. t Paul Goble Senior Engineer, Public Works Department CC: Danny Escalona, Construction Manager Ponard St. Sauver, Assistant Engineer II rmit File, No. 4442 Tract File 31798, Folder V SEP 0 7 2006 CITY OF LA QUINTA FINANCE DEFT. a � c P.O. Box 1504 LA QUINTA, CALIFORNIA 9.2247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 July 17, 2006 John Reise Watermark Granite 200 E. Washington Ave. #100 Escondido, CA 92025 Re:' Encroachment Permit No. 4442 — Tract Map 31798 Permit Type: Clearing and Grubbing Dear Mr. Reise: (760) 7 7 7 - 7 0 0 0 FAX (760) 777-7101 Encroachment Permit number 4442 has expired [will expire] as of July 13, 2006. In order to avoid the issuance of a "Stop Work Order," please renew this permit immediately. The renewal fee as per City Council Resolution 96-27, states: Encroachment Permit — renewal of expired permit is $100.00 plus 10% of original fee for each year the permit has been expired. ORIGINAL PERMIT FEE 10% EXPIRATION PENALTY For each year permit has been expired $ 5, 000.00 $ 500.00 $100.00 RENEWAL AMOUNT DUE: $600.00 If you have any questions or need additional information., please contact Tony Colarossi at (760) 777-7089. Sincerely,. � n Paul Goble Senior .Engineer, Public Works Department CC: Danny Escalona, Construction Manager Leonard St. Sauver, Assistant Engineer II ..,,'Permit File, No. 4442 Tract File 31798, Folder V 09/06/2006 WED 15:42 FAX:760 777 7155 City of La Quinta Pub.Wk' [a001 aim TX REPORT TRANSMISSION OK JOB NO. 1136 DESTINATION ADDRESS 98398246 PSWD/SUBADDRESS DESTINATION ID ST. TIME 09/06 15:41 USAGE T 00'14 PGS. 1 RESULT OK R RI.. MEMORANDUM TO: City of La Quints FROM: Dave Rhudy DATE: September 6, 2006 RE: Watermark Villas MESSAGE: Check #775 in the amount of $600 Renewal Fee for Encroachment Permit #4442 To. confirm the receipt of the above listed items, please sign below and fax back to the attention of Jane McElroy Fax 760-839-8246 Thank you. Received By- Date: • 1, 1 ties communi MEMORANDUM TO: City of La Quinta FROM: Dave Rhudy DATE: September 6, 2006 RE: Watermark Villas MESSAGE: Check #775 in the amount of $600 Renewal Fee for .Encroachment Permit #4dd To confirm the receipt of the above listed items, please sign below and fax back to the attention of Jane McElroy Fax 760-839-8246 Thank you. Received By• Date: 200 E. WASIIINGTON AVE.. SUITE 100 ESCONDIDO, CA 92025 760.839-8238 FAX 760.8394246