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2837NOTE: i ✓_ _'. r. i .:.. 2. With proper validation} i this,form,constitutes.'an - encroachment permit'- CITY"•OF 'LA QUINTA APPLICATION . FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) OF. TE1� For• the'.consfruction 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 I11' DATE: 10/22/98.•`' Minor Improvement Permit Class IV-• LOCAT.ION.OF CONSTRUCTION Miles Avenue and Seeley Drive. ' (street address or Descriptioi of Location) PURPOSE OF�CONSTRUCTION Install new .stars `main• Sketch (attach construction plans'if appropriate) - DESCRIP,TION•OF*CONSTRUCTION Excavate t6 install -_ -main in earth. SEE ASTACHED 'CONDIT Q�S. DIMENSION OF INSTALLATION OR REMOVAL 31' of' 3" vlaastic -maiii 'and .65' of 2"_-.-Plastic main. SIZE OF. EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK.WILL BEGIN APPROXIMATE TIME OF COMPLETION 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 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. I 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 Quint a and to'pay for any additional replacement necessary as the result of this -work. Pat .Thomas: Permit God-rdinator. Signature of Applicant or Agent Soe><thern California Sans Co, Y:O. Box 3003. 'Aediands, CA 92373-0306 909/335 481a Name of. Applicant (please print) Business Address Telephone•No. r •, •Name of Contractor and Job For.einan Business Address Telephone No. Contractor's License No. City.Business License No. Applicant's Insurance Company Policy Number FEES: Subdivisi'owlmprovement Permit - Class.I l l 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 2337 PERMIT N0. Penalty DATE APPROVED 10/22/98 `Cash Deposit -Surety; Bond ,," '.,if required' EXPIRATION DATE 3/28/99 TOTAL:, $ t 10 22/98' _ DATE ISSUED . y Receipt No:' : By ne�r►aNtli�'' Received by Date f+!Administrative Authority Recorded by 'Telephone: (619) 777-7075 v a'7m � LOCT 2 9 1998 VAMP sm vdidation des twm GM@dwm an CITY .OF LA ONINTA ertorowdtnrant t rrrR - APPLICATION FOR PERMLIC Vli®RKS PLI PU61.IC WORKS CONSTRUCTION (ENCROACHMENT) For dw construction of 'public or wWm aolw *maim pawnen4. sidewalks. pa kkq lom woof, waw nnirr and saw W o pubk wwm lerprOvanrartta in connsalon vAdl MINOR IMPROVEMENTS and APPROVED SUMVISONS. -W1'7y DATE: LOCATION OF CONSTRUCTION StlbdkUm Iwto omm wtt Fe ni — am 111 ""m.v—o n Minotr Iworaolrw,% Pwmlt Clan IV Bisect edswn w Owt�i�aiww el iLm�t1M1 ^ I /1 Pu OF CONSTRUCTION �S�YLL / Il FI J (1�/� Skauft lataM aware tion om if appropriate) _� ,� p � Q DESCRIPTION OF CONSTRUCTION opt 7H' d� 3 J I� DIMENSION OF INSTALLATION OR REMOVAL , .�_- 1 S1 T ( " J SIZE OF EXCAVATION. IF NEEDED rT0- AA; iJ APPROXIMATE TIME WHEN WORK WILL SWIM APPROXIMATE TIME OF COMPLETION - - ESTIMATED CONSTRUCTION COST S lindudiM rent" of aN abaauction. nrtsriais and dabrb. Ooddillin% coot• p"ld" and plw " pwntwmu murfapno and/or nplad" wnprowrw"a In eordWmdon of Ma orantino of this pwa t. dw applicant haraby aWm' to: ledwweity. d0sW wd t dw qlr. its swthwind speak efrow nommomedum aid swolorass, hwwdm from awd aaswrt ww and so pwwhw% IdNium or lea me"" haw daiwu a eowt MOM awd ariMwc ore or awr aooidon. Ma w dewwa to oor plawiv hwo w q w Gomm" a a peamm nwi wf awy Pram wwwakew wdw as Orwiit Groom wwasm • 00 mowumw. hiotifr *a Admman lw Audw tr at but uvwA r.lww 1241 haws in sdt of do don whew w" WN M teemed e mxw w a ail aowiieaw4 City OrdYarwatV dM cane a" wwous" wl do /ram ww>/ as 49/anMe ndn am 7,;:, C:tv &a tries: ad 0 sm lar ewer add bw W melm wswt wtwsewl/ as an wf this wart $VAftn o/ Appliomt"w A@A@m PERMIT COPROINA EMITCOOROINAOR 5�t3TfiERA1_CALLbRN s"GAS a Mma of Applicant laiasto pries' Iludma Addnaa Talsphons No. Now of Co wmw and Job Fawrws - Conersetor*s Cloves No► Euainm Addnas Tdo0wn Noe Cltr @does m Lkwm Na ApplicanCs ltwlrarta Coerrpaltr . Pak�r Nwnbw FI[M Subdivision le Viewrt PwwA — Gass III PuNis intprownens: 3% of wtiffmal awmauetion coos PMvsaa inlprovwrwm 3% of adatasd oonovuetion ewes Minorirnprovwnw- Pwrnrit — Chas IV: Sw attadrad sdw dmb Irrspaed" Fa _ Pwnrt Flo Pwrrer Cash Dapomt4u" earl if r"mirw TOTAL: Receipt Na Raawwd by Otrsa Recorded by PERMIT VALIDATION PERMIT NO: DATE APPROVED EXPIRATION OATS DATE ISSUED all Adentnistrative AudwitV TELEPHONE: ldtpl S64.2246 f- S'P Ell I- EY . 1 - )'P .CAP I- EM PwE Yv4 Poo PN ❑ Px CI PP CI Pu O UNOERGROV0 SEAVKE' ALERT O.T.E. - CALL TOIL TREE 1-800-4ZI-1J3 r ' TWO IIO11996 PATS - BEFORE YOU M i I PpUG LEM TESTED xxvl TEST o 6+� I-7'X? BR. SAOOLE W KITH 2' P COUP. +x I- P'P CAP I- EY Cl ' 1- e5- = 2'P - M - YAN COnOr . GoOE � O.T.E. e>Rriprt_. G n V SPECIAL CONDITIONS-7PERMIT-NO.2837 ---,THE GAS.CO,--: In addition to the 'standard'permit conditions, the following shall apply:Ai Y N 1. rPursuant to�Section 14 16.320 of the La Quinta IVlunicipal�Code•{Ordinance 10 §'1'(part), 1982), all r work shalf•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..»' ', cTh'e Gas, Co., hereinafter, referred to as, "Permittee", 'Shall be responsible' for providing continuous i dust,and erosion control. - ' t 3: Y Streets shall be kept clean..They.shall be completely cleaned{at the end of each working• day and more frequently of required. h' 4. Pursuant'to Section 6.08.050 of the La Quinta Municipal Code (Ordinance' l 8 § 1, 1982), throughout the work site; the Perrilittee shall comply with"•City'regulated' work" hours' Operation and maintenance of equipment:within one-half mile of human occupancy shall be perfonned'only. during the following time penods:' F Lr c •e. r October:lst to Apri130: `Monday -Friday'. 7�:00 a.m. to 5`.30 p.m. "t r r ' Saturday f 8:00 a.m.`to 5:00-p.m. May lst`to September Monday -Friday 6.00 a.m to 7.:00 P.M. Saturday ' , '8':00 a.m. to.., 5:00 p.m. i. ..,) '{: _a f E F r 1. • i • , r " , 4 • Work shall be rohnbitpd on legal- holidays-and'Sundays:' ' .. ' 5. 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 4 contact the Riverside Country Traffic Signal Maintenance.Department at (909)-275-6894if signal ;operation at the intersection to be altered.in any way: } :{. ; 6. ' Pursuant to'Sectnon'.14.16.110 of the La'Quinta Municipal Code (Ordinance 10'§ .1 •(part), 1982),' -Penmittee shall assume responsibility for repair of any pavement damage to any public or private street and for anyrdamage to other City_streets or facilities'as a result of work performed under this permit. r 7.- Pursuant to iSection'14.16:250,of the La �Quihia 1Vluni6pal Code (Ordinance J0 •§ 1 (part);=19.82), . . 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 'iplan, if required, shall be prepare in accordance. with the WATCH Manual and''subinitted to the;, . . City for `review- and approval one "(1) week 'prior tostarting any construction.' It shall be the Permittee's.responsibility to appropriately detour and barricade'all construchon sites.' _ iw?. . ar- 4 1'• 1 .F, .i.. "{ ... •. ,. , ,r • '•j• a d' Special Conditions - Permit No. 2839 • Page 1 of 4',. SPECIAL CONDITIONS --PERMIT NO. 2837 --- THE GAS CO--- 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. 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. Special Conditions - Permit No. 2837 Page 2 of 4 } SPECIAL CONDITIONS --PERMIT NO..2837 "` t ---; THE GAS CO--- 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.. F G. The'depth of the randomly selected compaction tests shall also`'be'randoinly selected except - . f. . -that where multiple tests are required in a given length of trench; the tests shall be no closer _ Ythan"three feet (vertically) from each other. H: If any compaction test fails, previously placed backfill (in the" ame length of open trench or. previous lengths of trench).which is represented by the failing rest (as, determiried'by the City inspector); shall be tested for compliance with compaction requirements: y t• I. All costs'incurred due to the conditions above shall.be borne by the Perin ttee.. Copies of all test results shallf.be furnished to the City Inspector. k r` 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 toAlie satisfaction of the City. Engineer for.the protection of the public: - Lerigths,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' lerigth,.open overnight at,a point where cons_tiuction will begin the next day, provided that this ' length of trench•s completely covered by.stee_l plating. 13. All landscaping, irrigation, decorative, rock, decorative concrete; lighting, etc., shall be replaced to its original condition. +• 14. Access and egress io all local' properties: shall be maintained at all times: •- 15,' ' Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10'§ l (part), 1982); permanent pavement replacement shall be completed no;later, than seven (7) days after the' completion of the `work. Permanent pavement -replacement sliall 46onformtto •the -following conditions: A.- Existing asphalt concrete pavement shall be sawcut one (1)'foot beyond trench edges.' Edges T - ` shall be straight and clean. �•. `' `-`" `s *B.' Permanent pavementreplacement 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•6f the Standard Specifications for Public Works Construction. The replaced pavement and•base - ' • a material shall be compacted to 95% relative compaction and respectively tested, for each 300 t linear'feet of trench: Verify exact structural replacement section .thicknesses with the City prior to installation. Special Conditions -'Permit No. 2.837 Page 3 of 4, SPECIAL CONDITIONS --PERMIT NO.2837 --- THE GAS CO--- 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. D. For transverse trenches across improved streets, the existing pavement surface, three (3) feet on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/2" max medium. asphalt concrete pavement overlay applied throughout the cold -milled area. E. For'longitudinal trenches within improved streets, the existing pavement surface, through the lane width (within lane line striping), shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/2" max medium asphalt'concrete pavement overlay applied throughout the cold -milled area. F. 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 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 notify the City of La Quinta Public Works Department a minimum of 48 hours prior to commencement of any construction at (760) 777-7075. 17. Permittee shall stabilize any soil that'was disturbed (shoulder areas, etc.) as a result of work performed under this permit with an approved dust control treatment. 18. 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.. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 2837 Page 4 of 4 R13 R14 R15 R16 R17 R18 R19 R20 R21 s! COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City o 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 of City of La Quinta projects. -SURVEY MONUMENTS: Prior to excavation or beginning of construction, all.survey monuments which exist on'the centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be 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 project clearance. PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straightedge prior to excavation. Meth d 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 of pavement.) Excavation material. shall be placed in such a position as to bes facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. LIMIT OF EXCAVATIONS: Excavations shall be. limited to 1000 linear feet of open trench before backfill operations mus 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. BACKFILL MATERIAL: -Backfill shall be free of brush, roots or other organic substance detrimental to its use for purpose of producing an- adequately consolidated backfill. Any 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 replac c by an approved sand or gravel. BACKFII,L. SAND:. Backfill shall be approved transit -mix sand or'equivalent and shall be'placed in lifts of not greater than three feet (3') and vibrated using vibrotamper-or equivalent equipment. Alternate methods may be substituted, but in any -cas a relativecompaction of 95 percent shall be attained with the structural section of the roadway. BACKFXL PLACEMENT: Backfill shall be applied. in layers of not more than.50 percent of the total depth of the trench before flooding or a maximum of five-foot (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 resulti compaction shall be not less than 90 percent 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 continuous COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road. .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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 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 Section 6.3.01 of the Standard Specifications, Division of "Highways, State of California, dated January 1973. . TEMPORARY PAVEMENT REPAIRS: After. completion of backfill and compaction operations, a.temporary patch consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after maximum of 3000 linear feet of 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. PERMANENT PAVEMENT REPAIR: After,backfill and.compaction have been completed, a temporary patch consisting o two inches (2") of SC-800 shall be -placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than 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 streets to be excavated, such striping shall be replaced upor 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 traveli public. It shall be the responsibility of the permittee 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 stem hole shall be backfilled and thoroughly compacted as specified in the following paragraph: Where is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shE comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. a 25-7 following General and Special Provisions are attached to and made a part of Permit No. 3 GENERAL PROVISIONS e following shall always apply: iROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of. y ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to .ure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. tACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on y paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to )tect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing vement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request Lt these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. -facing plus appropriate seal cost as specified above. IOTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the :y Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the ration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. 1RE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and acrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes ;essary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. ainage structures and open drains shall be kept free of debris at all times for proper drainage. GHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. isting gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed or to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used mediately after backfill. -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.. ,OSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited :ess for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS following shall apply when indicated: NOTIFICATION: Per mittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction UTH.ITY CLEARANCE: (Substructures) Prior to making any excavation 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. UTH.ITY 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. 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 Quinta Road Improvement Standards and Specifications, Ordinance #461. PARKWAY GRADING: Area between the property line and top of.the proposed concrete curb shall be graded to a slope of 1/4 inch to one foot (1'). GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. 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. 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. SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications. MOM . � r - K "� r W Y. '� tw a.. el � *� '. c n. •.r , F _ f' ; y ♦� k -( - � ` Y ,7+, •fJ` .. � + "'Y' � R 'y3 ��...i�-.� r Y 'k y".Mt+ •., r - .. ', aFi{. '+,{+ .ar,�. 1 .y i °:t • 7> JY�,'� ^.r} + f• n,• S - T M # r ly e -+Yy' ; � - F ix � :.�t+r �� Y,.p • _•f +*yi l iJ' ,, Y ' .n � { < ' t `� >�3 ..+ ' • „3 J rV�f' �♦. "•;, * n¢'- t�`� - 4• 7 ) y 'h • I 1 � .:i�'.rJ e �.: ,»t s i .• • �.- � y.S. " � +,. - ,N` +.., +{1. rr ,y , t,. _ _-f•"•'• ti" .r "j r.lf"yr S"y,.. '~.rt tr. + r-.x < 4 '�I: y s + :' ••+ .i +aT>'� f` `, •i.r' � . +..♦ ' � `' F t« T « �i^.* 7:.t,ytA' � +. .J ."s . i. as .. - • .e +J' ti. �„�,• - y , 1% . , +. ` '�` f, �... « 4 . zri 3 tr ' C l• }..". -. .a. S � i T w y, Kt < - ♦ if 47 ♦� ;- t, �.:t, . ♦ M+ .J .�. . ` .,'l.'3 F'C -�•, a •fir r i; •� i w e '. 7 !' w, e t It �r• R, tr ,,. � �T�} z � ..,."r Y i`+� � 1 Y�� F ♦_ � - � _ '+�, .. +Y `� ' ['{.. . '4 a ♦' .: • Ky ! ♦ • r � .. �?� I '! T f. a � V + a=•y �� Y f, ,t k � ` 5r • • 7 .� • F - r z ♦ +� •! {' • i .•Y' T ery . t e � � .� • .N � {`. a ". ~yak S .-f •�✓+ ` *; yF, +ps � _ � . e C'f c •� . , .; � / - �' rat ' 3 , ' (a't„ � • ,a.� t5 t. �r • ` d < a _ r4 4. TRANSMISSION VERIFICATION REPORT TIME: 10/22/1998 16:50 NAME: CITY OF LA QUINTA FAX 7607777155 TEL 7607777155 DATEJIME 10/22 16: 44 FAX NO./NAME 919093357527 DURATION 00:06:06 PAGE(S) 09 RESULT OK MODE STANDARD PLAN FILE NO. BASE SKETCH CONSTR.SKETCH I COMPL.SKETCH SHEET 1 849-G1 BY: GNC 10/12/98 BY: GNC 10/12/98 BY: OF 1 ' N - GAS HANDLING i I'=60' I. INSTALL MAIN AND TEST PER S.I.184.0150. NOTE: CONTACT JOHN FREELAND 2. PINCH AND TIE AT LOCATION 'A'. CITY OF to QUINTA-777-7155 3. PURGE AT LOCATION "B' PER S.1.182.0160. PRIOR OF START. 4. TAP ANDF TIE AT LOCATION 'C'. -CURB MUST BE IN OR GRDE TA 5. PURGE AT LOCATION "D' PER S.I.182.0160 STAKED o - m 100' T R 23266 T R 23268 W J L`' 67' N N 114 190 104 106 1 1 108 110 112 LOT 'K' AVE LOT I 'J' MILES - I M Ln i v M po --- - —- —-— _ "'Q—- — - — - —- --�- ---—---i--— - — - — -—------------,r, Q— ;Oo 1 V. u ,Ln 00 LO 3'X2' ao 53440-523 I� NLO - N '---PROP. R/W / I 30' PROP. R/W--'� � I N MAIN COND. i CODE I Ln 37 EXT INT r 6 CY) 1- 3' P ELL I- 3'X2' BR. SADDLE -' - EM A WITH 2' P COUP. 7I2 36'P6' - 3'P CAP (BUTT FUSE) no - 6-r nn / CODE - UNDERGROUND SERVICE ALERT O.T.E. O.T.E. �EXT INT CALL TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG 1 Isolation Area Affected Yes 0 No ® PIPELINE MARKERS REQUIRED: Pressure District Affected Yes ❑ No ® ❑YES ❑ NO WR# 556174 Business District Affected Yes ❑ No ® e TOTAL FEET INST'D IF YES SHOW LOCATION Supply Line Affected Yes ❑ No INSTALL MAIN WITH AT LEAST 30' COVER BELOW GUTTER FLOW TOTAL FEET RETIRED - Regulator Station Affected Yes ❑ No ® COUNTY RIVERSIDE RETIREMENT PERMIT ISSUED BY PERMIT NO. DATE MOVED NOTICE OF DATE MOVED COMPLETION Valve(s) Required Yes ❑ No ® THIS BLDG. OR AREA QUALIFIES • REASON: ON JOB: OPER. DATE: OFF JOB: DATE: FOR ANNUAL LEAKAGE SURVEY: DISTRICT DESERT CREW FOREMAN Reviewed By: R.I. ❑ YES ❑ NO TRACT NO. YEAR C.P. PLANNED BY COMPANY ATLAS INSTALLED P.W.D. STAKED FX O COMPANY FACILITY: SO. CAL.P.L.S. C. P. Reviewed By: N/A (POST LIMITS) N0. IN023 STAKING REO'D F— INLAND EMPIRE R OPER.20% OR OVER DUANE CAVE EGION CATHODICALLY PROTECTED YES NO ® AT LESS THAN 20% S.M.Y.S. NO STAKES QX DISTRICT SUPERVISOR NEEDED 0 W.O. 54148-393 ORG. CODE