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2628t t 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 MINOWIMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III DATETtinIft 3Q. <9517 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Fred War.inR Drive east of WashinRtati Street Tracts 28437-1 & 28457-2 ,(Street address or Description of Location) PURPOSE OF CONSTRUCTION Road Improvements Sketch (attach. construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Streats, curb, szutter�, >arading 6 -.atorm drain 'SEE'ATTACHED COi7i� Tx01?S DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED - APPROXIMATE TIME WHEN WORK -WILL BEGIN �•S•A•• APPROXIMATE TIME OF COMPLETION 9/15/97 ESTIMATED 'CONSTRUCTION COST`$ 311.639:00 (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. 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 Ord inances,'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 oar" Agent Ro,Rer Sinellenbarster 6 A,nnac. 1 Pl.arAnti"A Dr- Ranchn Mjraa4P_ CA ( 760) 836—t ARR Name of Applicant (please print) Business Address Telephone No'. James E. Siiton Co. P.0'. Box 10990 Tndln, CA ( 7 n) 147-539Q Name of Contractor and Job Foreman Business Address . Telephone No. 521795 1217 Contractor's License No: City Business License No Ulattad,.Capitol • Insur, ance GLA 12513.01 Applicant's Insurance..Company Policy Nu'rnber FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs g# Minor Improvement Permit — Class IV: See attached schedule Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. ..' 0 _ (Sae conditions. or permit $4,000000 (§ Silt) fee calcs) $ =79 $4,000.00 Received by Date Recorded by 262,8 1Ul PERMIT V7oCL1D;4 8 199J PERMIT NO. 2628 DATE APPROVED 7/.1/97 EXPIRATION DATE' 7/1198 DATE ISSUED -7— wA l By h JA AA7it AA#*I--- - y /Administrative Authority Telephone: (619) 777-7075 Jdn-30-97 09:08A RSA Inc. P_02 NOTE: With Proper valirlattoo ihts form Constitutes ani:'' anCITY OF �A CUINTA crearnment rermP; _ APPLICATiON FiJR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) cr;yn-�--•. For the u,rtstruction of public of oovate curbs, driveways, pavements, sidewalks, parking 'lots, sewers. water mains and other tike public Wvork; improvements tn'connWion with MINOR IMPROVEMENTS antIAPPROVED SLIB01'./ISIONS ' U Subdivision ImprovemsentFerrnit Class ;It DATE: _ i .„, �_ `�� Minor improvement Permit Class IV LOCATION OF CONSTRUCTION_ i�red Wari.ncf Or... )`east' of t.ashington Tr2 34.5'7-1 F. 28457-T i5treet Addle" or Dercrmtion of Loaationl PURPOSE OF CONSTRUCTIONPond i.alProyernents Sketch (attach construction plans it approprfatel DESCRIPTION OF CONSTRUCTION StreetsC�, ULf C]" ��� ?� � {� /_ t rradinn t g7 xot_JLerw'ar Cha..! 6t%/ o,t. X DIMENSION OF INSTALL4TION OR REMOVAL.._ - SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF r_OtvtPLETi;N ! ESTIMATED CONSTRUCTION COSTS $.R11-6219,00) (including removal of all obstruction. materials, and debris, tmckfiiling, cora pat:tion and pladng pernanent resurfacing andlar replacing Improvements) lr` sdntideration of the granting of this permit, the applicant hereby agrees to: indemnify, attend and :ave the City, its authorized agents, officers, rerie een•tati"i; end entDruYaos, hat•:rleut from and ayointt anv and sit Denaities, iiia)ttititrt or too retulting from claims or court action and arising out of any amdww. lou or damage to oer►ont oe oropaicy Nvaeninq or crxurriny to a swaximate result of onv work undertakon Linder the Den"rt omnud ourn,ant' to chit wolkation. Notity the Admrninnitiva Aur"rity et',.asst lwontyfour 126) hours in advance or the time vMen work wIf be iterted. Comply With ell roottaaflfo City Ordlnonces, the terms and conditions of the permit ani all aGplicaals n,lat onditepufationa of the City of V Quint& and to Pay far ahv additional reDircamant n#csytary as the rtraalt of this nark. �',*sturo of Avqelcant o: Agtent. RoLler Snel.l.en;=erger & Assoc— Trio. I Fie'?Ivnt3-Ka Dr., Rancho 14:i%age? "A (32270 Nemo of Applieent (please print) Business Asidress Tale0one No. _James E. Simon co., P.O. Fax 10990, Indic), CA 92'-01 (760)347-5399 Noma of Contractor, unci Sob Foreman Business Address Telephone 521195 1217 - Contractor's License No. it{ Business License No, Urd.ted Capiton..7ilsu.rai-)ce.Co. G:t,A 1.251301 Appfimsrrt'sInsurancaComssany fr61J.1LIA6J4Xry Policy Number FEES; Subdivision ImprovtimenT. Permit.— Class III Public improvements; 3% of astimated construction costs Private 'rilnrovements: 3N of estinutted :;onstruction cows Minor improvement Permis — Class IV: See attached s&eduia InspFMion erg.uO _ Permit Fee �oNO ✓anally} Cash Detsasit-Surety Bona if C if required ;01000 �—B,lwl4r-s� TOTAL: S _� yc�o _.. Receipt No.. Re'amveo ov pate... Recorded by PERMIY Vt:LIDATION PERMIT NO. C>Z DATE APPROVE07 .117 EXPIPATION ©ATE DATE ISSUED Br; -- Administrative Autbority TELEPHONE: 16191 779-'7075 (?60)836 -11308 The following General and Special Provisions are attached to and made a part of Permit No. GENERAL •PROVISIONS The following shall always apply: ENROACffi1'IENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta 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 construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -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 operations 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 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 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 atter backfill. DE -WATER OPERATIONS: 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 STREET'S: 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. Ia 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 Ile (following shall apply when indicated: / RI NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. UTTHMrY 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. 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 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. 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. 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 2 1/2 inches of A.C. paving placed on ( ) of class aggregate base. Driveway construction shall conform to attached drawing. R79' SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications. 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 Quina forces to preclude delay or interference with State of City of La Quinta projects. / R17✓ 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. Ci R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 L.1MIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet 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. C5 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes 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 replaced by an approved sand or gravel. R16 BACKFILL 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 case, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL 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 resulting 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. CR18 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 TES'T'S: 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. R20 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 a 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. 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 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. (9i STREET RESTRIPING: Where street striping is still visible on streets 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 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 stump 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 shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. SPECIAL CONDITIONS --PERMIT NO. 2628 --- SNELLENBERGER/SIMON . --- In addition to the standard permit conditions, the following shall apply: 1. All work shall be performed in accordance with the latest edition of the Standard 'Specifications For Public Works Construction. 2. 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. .Contractor shall comply with the local noise ordinance. 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 5:30p.m. Saturday 8:00 a.m. to S:OOp.m. May lst to September 30: Monday -Friday 6:00 a.m. to 7:OOp.m. Saturday 8:00 a.m..to 5:OOp.m. Work shall be prohibited on legal holidays including Sundays. Work is allowed on Saturdays only if special arrangements, including payment of overtime inspection fee, have been made two (2) working days prior to the desired Saturday. 5. Permittee shall -assume responsibility for repair of any pavement breakdown at the haul road access to any public or private street and for any damage to other City streets or facilities. 6. Advance warning signs and traffic control shall be installed and maintained in accordance with. Cal Trans Standards. It shall be the permittee's 'responsibility to detour and barricade this site. 7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shallbe maintained with flagmen at all times. 8. Prior to. excavating; the permittee shall contact Underground Service .Alert at 1(800) 422-4133. '9. 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. 10. All work shall be coordinated with. the City, the City's contractor and/or others working within.' the area as directed by and to the satisfaction of the City Engineer. Special Conditions - Permit No. 2628 Page l of 2 SPECIAL CONDITIONS --PERMIT NO. 2628 continued 11. When the work is within 500' of a signalized intersection, the permittee shall notify Riverside County Signal Dept. at (909) 275-6894 or Caltrans Signal Dept. at (619) 688-6845 as appropriate a minimum of 48 hrs prior to starting work. 12: All backfill and 'subgrade soil shall be compacted to 90% relative dry density, all backfill soil within the top 2' of finish pavement Surface shall be compacted to 95 % relative dry density, all base material shall be compacted to 95% relative dry density. 13. Work authorized by this permit shall be for the Street & Grading improvements only 'as shown on the approved plans for Tract 28457-1'& 28457-2. 14. All excavations at or near the travel. way shall be backfilled and paved if necessary at the end of each work day for the protection of the traveling public. 15. Permit fee = $9,341 - $10,500 plancheck fees =$1,159 refund to RSA. City has collected as -built deposit as part of the permit as follows: $1,000 per set of plans, 4 sets of plans = $4;000. I Special Conditions - Permit No. 2628 Page 2 of 2