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2350NOTE:k With pr er validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class II I DATE: 5"'16-95 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Madison St. approx. 1/2 mi. N/0 Ave 58 Tom Weiskopf Signature Course (Street address or Description of Location) PURPOSE OF CONSTRUCTION Install pipelines for Lake system on Golf Course DESCRIPTION OF CONSTRUCTION "'a" Sad ac P-LE"Juaa accross Madison St. as shown on the attached vlan Sketch (attach construction plans if appropriate) See attached conditions DIMENSION OF INSTALLATION OR REMOVAL See attached pian SIZE OF EXCAVATION, IF NEEDED 36 wide 60 long 5' deep APPROXIMATE TIME WHEN WORK WILL BEGIN 5-17-95 APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 3,000 (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 Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of .La Quinta and to pay for any additional replacement necessary as the result of this work. )tlI((ic/iI& 7� Signature of Applicant or Agent RSL Recreation Corp. 56-150 PGA Blvd La Quinta, CA 92253 (619) 064-4463 Name of Applicant (please print) Business Address Telephone No. Living Waters/ Scott Lewis 840-B Columbia St. Brea, CA 92621 (714) 671- 0801 Name of Contractor and Job Foreman Business Address Telephone No. 238477 Contractor's License No. Zurich — American Insurance Group Applicant's Insurance Company FEES: Subdivision Improvement Permit — Class 111 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 Fee 90.00 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 90.00 Receipt No. Received by Date Recorded by City Business License No. GLO 683881500 Policy Number i i AAY 16 1995 � PERMIT VALIDATION PERMIT NO. 2350 DATE APPROVED EXPIRATION DATE 5-16-95 6-15-95 DATE IS4U + 5-16-95 By Administrative Authority TELEPHONE: (619) 564-2246 NOTE: CIT' OF LA QLT1N d'A, With proper validation this form Constitutes an MAY2 1995 . encroachment Derma CITY OF LA QUINTA APPLICATION FOR PERMITPU LIC WOR -PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public: or private curb$, driveways, pavemertn, sidewalks, parking lots, sewers, water maim and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS GATE: Subdivision Improvement Permit — CUn III Minor Improvement Permit Clan IV L0CATION 0F�C/ONSTRUCT10N "Sx> -15: "K /,G ji %y&c A /,, ,[,' f A � MUM addreu or 0*6mg tion of t.00tion) - PURPOSE OF CONSTRUCTION DESCRIPTION OF CQ�N RUCTION GCiv21�� //[ )SON 277 ,� DIMENSION OF�INSJ/A�`TION OR REMOVAL SIZE OF EXCAVATIOK, IF DED wit x lG710`16p• 6 APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST S —'IellnO. 66 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvemennl Sketch (attach construction plans if appropriate) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defaM end wit line CIH, its authorized agents. offices, representatives and arnployaes, he els f►orn and aaaNhat arty end all penelnn. IiabUitin a Ion resulting from cisimf or court action and acing out of arty accident. lou or happening or occurring as a proansae result of any wort u this p persons a propeitV M ndetabn under Sha permit Wanted pursuant t0 this apllation, Notify the Administrative Authority at least twantV•four (241 hours in advance ofthe tine when wort will be Started, Comae wia ail .appikabie Cary ordinanoez. the Want and corditioee of the permit and W applirAbb rules and regulations of the Clly of La Quina and to pay for arty additional replacement necenary u the result of this wont. Signature Applicant or Agarst X iC.SL REcY�CAT"Iw� C�ci f? 56-150 I:I6A man i A )i Name of Applicant (please pint) 5 GG �r Business Address X-LV)i'-)li- WATERS I �-�'"5 QUA__? r:r._nt. Name of Contractor and Job Foreman Business Address _cA Li(- A)0 2.384 77 Contractor's License No. ,c: r'Ich 4mexk�D_n l nlz,a rnne-,,. 4v -1,r Applicant's insurance Company GEV, LiABt{..ITY FEES: ' Suboivlslon Improvemerst Permit — Clan 111 Public improvements: 3% of estimated construction cosh Private improvements: 3% of estimated constriction sum Minor Improvement Permit — Class IV. See attached schedule Received by Date Recorded by f q63 Telephone No, 71q-67)-0801 G 6 Z 1 Telaphone; No. City Business License No. I.X Lo &)s 3 l S —p0 Policy Number 13x6 PERMIT VALIDATION PERMIT NO. ;�- �50 DATE APPROVED EXPIRATION DATE DATE ISSUED By / Administrative Authority 777-7075* TELEPHONE: (618)56 Inspection Fee s Permit Fee Penalty, ' 5 �s Cash Deposit -Surety Bond I�L'�rJ 3 if required TOTAL: Receipt No. Received by Date Recorded by f q63 Telephone No, 71q-67)-0801 G 6 Z 1 Telaphone; No. City Business License No. I.X Lo &)s 3 l S —p0 Policy Number 13x6 PERMIT VALIDATION PERMIT NO. ;�- �50 DATE APPROVED EXPIRATION DATE DATE ISSUED By / Administrative Authority 777-7075* TELEPHONE: (618)56 The following General and Special Provisions are attached to and made a part of Permit No./ GENERAL PROVISIONS The following shall always apply: ENROACHMENT 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 Quinta 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 after 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 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: /RII NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. ' UTILITY 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. (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 fine 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'). 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 (_feet) shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in.conformance with City of La Quinta Standard #207. RS DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on (___) of class aggregate base. Driveway construction shall conform to attached drawing. SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications. Rol' 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 of City of La Quinta projects. 12 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. (Rll,�' 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 LIMIT 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. 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 y 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. R18) 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. 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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. �0> 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. —SEE- R22 '-�e E 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. 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. 2350 --- KSL RECREATION CORP. --- 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. Disturbed areas shall be permanently stabilized after completion of construction as directed by and to the satisfaction of the City Engineer 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 5:00p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00p. m. Saturday 8:00 a.m. to 5:00p.m. Work shall be prohibited on legal holidays including Sundays. 5. Permittee/contractor 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. 6. 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). 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 shall be 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. Special Conditions - Permit No. 2350 Page 1 of 2 SPECIAL CONDITIONS ---PERMIT NO. 2350 continued 10. All work shall be coordinated with the City's contractor and others working within the area as directed by and to the satisfaction of the City Engineer. 11. 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. 12. All excavations at or near the travel way shall be backfilled and .paved at the end of every work day as directed by and to the satisfaction of the City Engineer for the protection of the traveling public. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting etc. shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. . 15. Permanent pavement replacement section shall be one inch greater than existing, but not less than 3" of A.C. over 4.5"of A.B. 16. , Permanent pavement shall be placed no later than 72 hours from the time the asphalt is cut, or as directed by and to the satisfaction of the City Engineer. Special Conditions - Permit No. 2350 4 Page 2 of 2 Typ1G4L L -4 --JE. CLOSURE W I-TH %AReVgR,If3L Co t,4TQoL ` Traffic Manual TRAFFIC CONTROLS "Ill .r �t-1990 i Figure 5-11 - —. .TYPICAL LANE CLOSURE WITH C37 C23 REVERSIBLE CONTROL (See note 10) MR MA see C14 (See note 6) R rltt[iroir ~Closure cones or barricades 1 -1111. Advance Warning Signs 500' to 1000' apart. • F-- ----- ------ (See--. (See rate I ( as 3 thru 5) COMM I MAfrGOR I I S - f , .1 Cones 100' max. spacing T--.' _ 1 (See note 11) I / L variable (See notes 9 and 10) Advance Warning Signs 500' to 1000' apart. T •- •-T , T•• •.T • r. • • I�f • T • •� • (`ee note 2)- - (See rote 12)- / 1 •� (see late 11 / ) / w Uf[ n►e Optional taper �. „•s oi�: (100 R. max.) C30 C23 (See notes 3 thru 5) C9A C36 SPECIAL NOTES: Fled condlNons could mquft deviations from these plans andacoompanyingnotes. NOTES: 1. This plan does not apply where there are emergency conditions. Under emergency conditions, equipment and personnel which are available should be utilized to implement a closure even though such closure does not meet the stand- ards contained in this plan. As equipment or personnel become available an im- mediate effort should then be made to implement the standards shown on this plan. 2. Where approach speeds are low, signs may be placed at 300 feet spacings and even closer in urban areas. 3. All advance warning signs shall be 48" x 48' minimum on highways with approach speeds of 45 mph or more. When speeds are less than 45 mph the C23 sign shall be 30" x 30" minimum; other advance waming signs shall be 36' x 36' minimum. 4. All warning signs for night closures shall be illuminated or reRectorized. 5. A CIS 'ROAD CONSTRUCTION AHEAD' or C16 'ONE LANE ROAD AHEAD" sign may be used in lieu of the C23. (See Note 3) 6. A C13 'END CONSTRUCTION' sign, as appropriate, may be used in lieu of the C14. The sign Is optional if the end of work is obvious or falls within a larger project limit. ORK AREA now h No Scale C14 (see rates) LEGEND • Cone 'or Y Flagiree Portable Delineator F Sign , Flagger 411111111111 Direction of Travel Flashing Yellow Beacon (Optional) 7. -Warning (W) series signs used in work zones shall be black on orange. Exist- ing yellow waming signs already In place within these areas may remain in use. 8. All cones shall be internally Illuminated or fitted with reflective white sleeves for night closures. 9. The spacing between cones along centerline should be approximately 100 feet throughout the length of the work zone. Centerfine cones may be eliminated if a pilot car operation is used. 10. When a pilot car Is used a 'TRAFFIC CONTROL WAIT FOR PILOT CAR' sign (C37) should be posted at intersecting driveways and roads. Flaggers may be used In lieu of C37 signs. 11. An additional advance ffagger should be considered upstream on high volume highways, to warn traffic where queues may develop. Flaggers' stations for work at night shall be Illuminated as noted in Section 5-07. 12. Place C30 'LANE CLOSED'sign (30"x 3(" minimum) at 500'-1000' intervals throughout extended work zones. They are optional if the work area Is visible from the Bagger station.