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0508e 4- 4 With'�proper validation this8 'in constitutes -am f r s an, encroachment permit CITY' OF CA QUINTA, APPLICATION FOR PERMIT~ PUBLIC, WORKS CONSTRUCTION (ENCROACHMENT) (GRADING P PERMIT) For the construction{ cif- public or private curbs, driveways,- pavements,. sidewalks, parking lots, sewers,water mains and other like publicworks improvements in connection nection with MINOR IMPROVEMENTS and APP'ROVED SUBDIVISIONS jSubdivision I mpr'ovement Permit — Class 111 February. 199,0 DATE: Minor Improvement Permii',Class IV LOCATION OF 6ONSTRUCTIO NThe PYRAMIDS TR 24-545 Al (Street address or Descripti6n of Location) 'I) �Suhs a t i nn 'attach construction plans if iippropriSte) PURPOSE OF CONSTRUCTION -T T'_ Sketch ..DESCRIPTION OF CONSTRUCTION gradi.ncr -' D. SEE -APPROVE -GRADING PLANS ON FE: 'DIMENSION OF -INSTALLATION OR REMOVAL -cut 2 9 0 0 OCY``', See : General d-Specill .1 Coniidition's iz § SIZE OF EiCAVATIO0rNEEDED` ' REFER TO 'PERMIT NO ' 368' for condit:ions APPROXIMATE TIME WHEN WORK WILL BEGIN 2/19/90', applicable ': (see attabhedo. - APPROXIMATE TIME OF'COMPLET16N 6 /30/90"' t ESTIMATED. CONSTRUCTION'CbST $ `(Including ' re m o-val 'o'f all obstruct16n,, materia'li, and debrisi backf illing, com pactidn and placingpermanent resurfacing and/or replacing improvements) In consideratio n:of the'grantingpf this permit, the applicant her"eby, agrees - to:, lnclemnify,*fend and *save the City, its authorized agents, officers; represehtatiJes and employees, harmless from'and against any and all' penalti4s liabilities or, loss resulting from claims or court action -and arising ,out . rising ot- of any accident, -'I o 9 ss or damage, . to . persons, or'property I 0 happening or -occurring as a proximate result of any work unclertaker� under the permit gran'ied pursZiant to this application.p Notify', 'the Administrative Authority at least twenty'-four.'(24) hours in advance of the'time when workLWill'be started. �7' Corn6ly with. all'applicable City Ordinances,, the terms ancl�conclitionis,of the permit and all applicable rules andregulationsof the City of •La Quinfi� an`�'t6i pay for -any additional replacement necessary as-th e result ..of his Pk. JL 'gignature of Applicq,ptjoii-Agent �NorthStar -Devel6ment Co.-, Inc. 9223 W. 103rd. OveNr�.fand' Park.' Kansas Name of'Applicant,(ple.ase print) - 1136siness'Address. Telephone No. Nuevo EnQineerihcr 789.11"•Colintky, Citib Drive, Bermuda'Dunes, CA X345=1778 Name of Cont'rcto' 'and Job Foreman •. - siness Address T e"No. a r Business elephon '438834 1.57 Contractor's License No. City•Busiriess Lic4"nse N 0. dES&G 1MP110986,14000 Applicant's Insurance, Company Poli6y.Nd ber. Subdivision 00511.8�1 0 i9j9 02-14-90. J. 0 FEES: ,,- Improvement Permit — Class I I I J. 0.. 111--t- DTAL 1 1522,50 Public improvem6nts: 3% of estimated construction costs t Private. improvements: 3% of estimated construction costs t IV: See attached schedule N2 Minor'Improvement Pe'rmi' • Inspectioh'Fee PERMIT. VALIDATION Permit Fee. Penalty Cash Deposit -Surety Bond if required TOTAL: ' Receipt No. Received by _2 Date Recorded by PERMIT NO. 0508- -DATE APPROVED . 2/12/90 EXPIRATION DATE 6/30/90 DATE ISSUED L-`2/13/90 By Authority -TELEPHONE: (619) 664-2246 0 , NOSE:. With'proper validation this form constitutes an encroachment permit ---- uu - m --Y W YGr o W ---qs Caa WS!! iir. • ar l� [-vw M!!�nr�r ` is l�'� a ..�1M ti M CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) (GRADING PERS?IT) 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 I DATE: February 13, 199.0 Minor Improvement Permit Class IV The PYR�3IDS TR 24545 LOCATION OF CONSTRUCTION w.' (Street address or Description of Location) PURPOSE OF CONSTRUCTION T.T.D. SAA�I�%ration Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION rniiah grading DIMENSION OF INSTALLATION OR REMOVAL cut 29000CY SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 2/10/90 APPROXIMATE TIME OF COMPLETION G/30/90 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: SEE APPROVED GRADING PLANS ON FE FILE See attached General Provisions. and Specidl Conditions REFER TO PERMIT NO. 368 for conditions applicable (see attach©d0 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 thisw rk. Signature of Applicqntor Agent NorthStar Devolopmbnt Co., Inc. 0223 11. 103rd Over Park Kansas Name of Applicant (please print) Business Address Telephone No. Nuevo Enginecring 73911 Country Club Drive, Bermuda Dunes, CA 345-1778 Name of Contractor and Job Foreman Business Address Telephone No. 438834 Contractor's License No. UFS&G 157 City Business License No. IMP11098614000 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class II I SPS 1 6 -;AL i i.`, 221., k) 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 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. 1,522.50 $ 1,522.50 Received by Date PERMIT VALIDATION PERMIT NO. 0500 DATE APPROVED 2/1/90 EXPIRATION DATE G/30/90 DATE ISSUED 2/13/90 By Administrative Authority Recorded by 11 TELEPHONE: (619) 564-2246 78;105 'CALLE ESTADO - LA QUINTA,` CALIFORNIA 92253 (6191 564-2246 r ADDITIONAL CONDITIONS ENCROACHMENT PERMIT NO., 0508 w .; i 3J. Permittee shall be,.resp onsible'.,for• dust- control.,.'" ° - Construction water source shall be`subject-to,the•approval of .c. V : 4J. D and the City. Engineer . ' '. A,R34 'The Permittee; shall' provide erosion -control -by ••seeding. -ground covers, irrigation,, and plant establishment as' proposed in letter dated=January'19, 11989,-(Attached EXHIBIT 'A'w) from North Star,' Development -Co. Inc.. to the City - Engineer ,t( attached.) ,' : except, as: follows. r Irrigation. shald.,-be eby sprinkler system *(not truck) . 2. Erosion control will•be required foi.golf course area,• r together with lot pads.- Temporary-planting of -golf course may not be required if.,permanent-F• f landscaping_;is:establi*shed.in a timely.manner'as f 5' determined• by, the City Engineer'. -i S.-':'Planting.-shall be maintained until' final ,improvements are completed: and- approved., by •the City Engineer. R35 Contractor shall comply with'the.,..local noise ordinance and {. -- construction operations and maintenance of,equipmen.t within rx one%half mile of. humand . occupancy, shall•` be, performed only during the time periods as-follows: .; October'lst•to April 30: Monday=Friday 7:00a.m•-5:30p.m. ` °,Saturday 8:00a.m.-5:00p.m, May 1st to September'30:,'Monday-Friday'6:OOa.m.-7:OOp.m.- '',• w Saturday . 8': 00'*. m. -5: 0Op.m.. Work-`shall•'be prohibited anytime.on Sunday and Federal .�. holiday. R36 , Traffic control •shall be gas per Cal Trans .Traffic .Manual. -- Field adjustments in detouring;shail be•accomplished as directed,in order to•adjust'to actual field conditions. It shall be,,the'contractor',s responsibility to adequately , barricade• and' detour •this site: R37 -Construction traffic-shall be•permitted only one access" point on Washington Street approximately 1/4 mile north'of. Eisenhower Drive' -and• .only goile access_ 2oint on Jef.fpr_son s Street. at - a. location, subject .to the approval of the City Engineer : = A special dust , palliative CColierex or ,approved equal) will'be.,required at,approaches (150 L.F.) to' Washington Street and/or Jefferson'Street- Permittee shall r furnish,"install, and maintain; stop,•signs at each access t0 stop construction• traffic •prior-..to entering ' Washington 'Street and/or. Jefferson, Street.,,. Advarice warning signs,.-and. traffic control. shall be ; installed,, and.. maintained •- - in 16kLS ti 4��E it]R Ctram -SIthrMY "s rdMFQM,}eQg53to the . . # rr ti •.,-rte f tin. ' „ y r ' ' •'.' approval of• theF..City Engineer;:'-,Nd,,access will be permitted - , toor from Avenue. 50. R38 •'Permittee .shall assume respon`si'bility for- repair .of, 'existing pavement breakdown 'af the haul, roadaccess to any, public .or � � - private , street and -- ' for anydamage to oter 'Cit x •: 'hy streets: • .,! .., a^-• ~' -'•R39 Replacement. pavement shall be ..existing--asphalt.. ' thickness plus one .inch, but-hot less than 3 'inches of AC pavement shall be. placed. Class. 2 aggregate base shall',be as: per' t t; existing or .4" minimum (whichever--is •greater );,. ' r R40. I Streets shall be kept clean::• They shall be completely cleaned'.at the; end of the work ,day, and more"frequently if ` . r required., ! R41 The Contractor' shall locate and protect existing., utility facilities: (including ,I.I'.D.-•on-site). 48''hours 'Prior•to •. .work starting,;,Underground Service Alert shall be,contacted• at%1-800=422-4133.,and,an "inquiry number"-shall be :provided ± • to, the• City ' Public Works. .Inspector,: " R42 This permit' is'issued for ton 'site rough grading ;-purposes only. -The permitted,work may,*be subject,'to change' and will ' - the subject to -the" approval 'of 'final , improvement ,plans•, , .. •;.'. final•-griding requirements, conditions of'approval and other•=• ;.. requirements ;in�.accordance with the-municipal code and. uniform building code`.';+' r;'R43 'No work""shall be permitied.withinr'the, public. rights-,of •way ..of Washington Street, Avenue 48 or".Jefferson-Street No • work or,crossings shall be permitted within the'C.V.W.D. s rights of way ;except'by',C.V.W.D. •.permit-and' subject, to the approval",lof the .City•'Engineer. _ R44 ' - The,rPerm ttee.' s ' Contractorishall 'securea •separate permit', . for;lthe -work.,,r . . ` R45 Grade -cont'ro,l, for construction .shall be- sei:< by a Licensed a �a Civil Engineer 'employed by . the . Permittee' and "shall, be•'. 1 " t ,certified by; the "same,-Engineer following,-construction. 5 The following General and.Special Provisions are attached to and made a part.of Permit No. — 0 0 „ • ' r, �. y. GENERAL PROVISIONS Y i . The following shall always apP Y ' ENCROACHMENT 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 shall be the responsibility of the permittee (or his contractors) to _ i' ' • .•secure permission from abutting property owners. Such authorisation must be secured by the permittee prior to starting work. . • -t TRACKLAYINGCONSTRUCTION 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 coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City r." Engineer or La Quinta City Public Works Inspectors: Suitable detours and detour signs shall be placed and maintained for the duration, F of the project. The City shall be notified 24 Hrs. 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 , '4 o �,. DE -WATER OPERATIONS`. Ude-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 isfelt bythepermittee that he must close a street for ' any length of time, permittee shall contact this office to obtain the necessary permission. y SPEC IAUPROVISIDNS • ' r The follwing shall apply ONLY when indicated: R1 NOTIFICATION: Permittee shall notify the City at 564.2246 at least 48 hours in advance of starting construction. - R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amountof not less than $ • ' . r. „shall be furnished in the name of City of La Quinta to coverall work involved in the restoration of the various La Quinta • r roads and survey monuments. This bond shall be continuous_ until cancelled by the City Engineer. This bond must be , * .r posted prior to commencement of any work on this project . t - r UTILITY CLEARANCE:(Substructures) Prior to making any excavation within the City of La Quinta right of way authorized ' zr0 by permits the permittee shall contact all concerned utility. companies relative to the location of existing substructures. r �r• Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility ` of the permittee. r OUTILITY 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. Ja R5, PAVEMENT WIDENING: Area between the proposed concrete gutter.line and the existing road pavement shall be �'' +'` r'• surfaced with `inches of A.C. paving placed on inches of class aggregate subbase course -i• c 's having an "R"valueof not less than ' and in conformancewith Cityof La Quinta Road Improvement Standards and Specifications, Ordinance #461:•, .r ; R6 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope ofr 1 /4 inch to one foot (1'). R71 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter construction. i - • R8 -GRADE CHECKING: City of La Quinta shall checkgrades upon receipt of plan and profile and/or grades asestablished by • a licensed engineer. ' t. ,R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( feet)shall be w•. a ,; 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. v R10 '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 t _ » aggregate, base. Driveway construction shall conform to attached drawing. , J R11 CULVERTS: A inch diameter,(—) culvert shall be installed with the invert approximately) -1 /2" inches below and in line with the existing flow line. Culvert installation shall 'conform to the attached drawing. �- R12 SIGHT CLEARANCE: Sight clearance of.600 feet in either direction shall be assured and maintained. R13 SOIL'STERILIZER: The area to be surfaced shall be treated witJ soil sterilizer. Rate of application shall comply with the.. anufacturer's Specifications. OORDINATE WORK: The•proposed work shall be subordinated to any operation which the State of California or ity of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or ity of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ' Zenterlineofallstre URVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the• ets or property lines when involved shall be completely tied out so they maybe 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 of replacement of all survey monuments for proper project clearance. ^ RD -31' SURVE NUMENTS: Prior to excavation or beginnin instruct I survey monuments shall betiedout by City of La L......_ and suitable payment or guarantee of pa,... ..: shall t _ ie as reimbursement for all work involved. R17 PAVEMENT CUTTING: Pavement will be mechanically 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 of pavement). Excavation material shall bL placed iq such a position;;;s to best facilitate the general flow of traffic. Prior to final paving operations, any damage to pavoment straight edge sliia!I be corrected. R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to pavement straight edge shall be corrected. R19 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feet of opentrench 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 determinethe 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. (R20 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. R21 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 within the structural section of the roadway. R22 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 isthe 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. R23 supply TESTS: If so required bythe inspector, compaction tests shall be made at intervals of not more than 1,000 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. R24 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 asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R25 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 3,000 linea! 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. R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations 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. t&z� 'R— 3� R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting of two inches (2") of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. R28 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. R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section 37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to be accomplished by a licensed contractor engaged in the business of pavement repair. R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. R31 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 safelywithout interference or hazard tothe 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 removed in sectionswhich can be handled safelywithout 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 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. R32 TREE TRIMMING: a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year. All broken or weak sections within the trimming shall be removed. b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone time. Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times. C. If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided by this permit. d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to the satisfaction of the City Public Works Inspector. e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees. I. Pruning shall, in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches (2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector. NOTE -- With proper validat' n this form-constitut an encroachment per 't is �r Lo°r`rL AW) CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) (GRADING PERMIT). 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.11l DATE: February 13,. 1990 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION The PYRAMIDS TR 24545 (Street address or Description of Location) PURPOSE OF CONSTRUCTION T.T.D. Substation DESCRIPTION OF CONSTRUCTION rnugh grading DIMENSION OF INSTALLATION OR REMOVAL cut 29000CY SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 2/14/90 Sketch (attach construction plans if appropriate) SEE APPROVED GRADING PLANS ON FILE See attached General Provisions and Special'Conditions REFER TO PERMIT NO. 368 for gx1gRg conditions applicable (see attachedO APPROXIMATE TIME OF COMPLETION 6%30/90 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. 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 regulat''ons of the City of La Quinta and to pay for any additional replacement necessary as th esult o is w O /`� ignature of App lic t Fr Agent NorthStar Development Co. , Inc'. 8223..W. 103rd Overland -Park-,;Kansas - Name of Applicant (please print) F',)I_`: Business Address :. Telephone No. Nuevo E:zginEerinq;" 78911. Country -Club:. Drive, Bermuda Dunes; �-�CA 345-1778. Name of Contr n J b.Emmu- Business Address :k . Telephone No. 438834 — 157 Contractor's License No.. City. Business License No. UFS&G Applicant's Ins FEES: Subdi CITY 'OF LA OUINTA Pul Pri Minor Inspection Fee Permit Fee I 005182 10 1939 0.2•-14-90 PenaltyI Cash Deposit=S MISC. 1 1522.50 iYrequired . 0013.200032025 10-s.w,CASH; i TOTAL --I i;..+. 022.50 TOTS 1 MOUNT • TENDERED " 1:`.522.50 Receipt No ' CHANGE `'' f .00 Received by •THANK YOU Recorded by'- 10 1MP11098614000 v Policy Number 005182 10 1939 02—i4 -9U A0 1.0 CASH i TOTAL A 1522.50 costs y i costs AA. ;hedule N2 0508 PERMIT VALIDATION PERMIT NO. 0508 DATE APPROVED 2/13/90 EXPIRATION DATE 6/30/90 DATE ISSUED 21171/90 By . ;.. - Administrative Authority TELEPHONE: (619) 564-2246 ties to these monuments shall be furnished to the City Engineer prior tothe removal of any monuments. This office shall be notified upon completion of replacement of 611 survey monuments for proper project clearance. (9,s f °g tt :I, IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ,{) GRADING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE '�.� I o CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS : a " CONSTRUCTION,.LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND a FL: 54.4 SPECIFICATIONS ORDINANCE NO. 461, LATEST EDITION. (ESTIMATED) PROPOSED FACE OF CURB .2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY 'r• AVE 48 OF LA QUINTA OR OTHER GOVERNING AGENCIES. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN THE P RAMIDS TEMPORARY N , APPROXIMATE WAY ONLY. THE 'CONTRACTOR SHALL DETERMINE THE EXACT ' DRIVEWAY TLOCATION OF ALL EXISTING UTILITIES BEFORE -COMMENCING WORK. HE f 55.0 55.0 RACT N1AGREES TO BE FULLY RESPONSIBLE FOR ANY. AND ALL DAMAGES WHICH MIGHT, / BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY '24545 R N tq AND ALL UNDERGROUND UTILITIES. 5' 20' 5' 1 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT a { OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 6" COMPACTED _G IN6 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR CLASS 2 AGG.' BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. I BASE MATERIAL' I � REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL l j I ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND I i D GATE ' SURVEYOR ONLY. :URITY 6. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING I i REQUIREMENTS OF,,THE UNIFORM'' UILI7ING'CQDE~ LATEST EDITION, ST A T 10 N"�I) yt FG. 56.0 / / / ..1° BEING A SUBDIVISION OF A PORTION OF APRON 7. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING INSPECTOR 48 HOURS PRIOR TO ANY GRADING BRUSHING OR CLEARING AND EACH PHASE..OF-: THE SOUTHEAST QUARTER SEC 309 T5S, R7E, S«B.M CONSTRUCTION AT (619) 564-2246, AND 48 HOURS .PRIOR "TO,REQUIRING + INSPECTIONS -- W P R E P Q� E � FOR B. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ' �y, /� PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY.. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE ' NORTH STAR CALIFORNIA CORP. f 4.: ` FOR CONTRACTOR SHALL EXCAVATE TO 6" BELOW % r ,,�j(� �h 1l• MEANS OF DUST ;CONTROL WHICH SHALL INCLUDE PROVISIONS FINISH GRADE (FG) WITHIN.GERMED AREA TO B B 78- 371 I S T A T�' H I V H W A I I I I �\\`� �j0 / ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS PERMIT THE INSTALLATION OF 6" of v _ r/ FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH AGGREGATE BASE MATERIAL BY I.I.D."\ LA QU I N �A, CALIFORNIA 92253' TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE R R 20' 12' 42' MEASURES ARE NO LONGER NECESSARY. CONTROL P STRAND - ANCHOR DOLTS !CEN. COL. ' R s METAL COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST TRUCTION SHALL BE PLANTED WITH A S DARBED VIRE DRIVEWAY I CHAIN �n«c rENCE KETAL GATE �, " 10 . AREAS OF FUTURE CONS EE IX } - .. GATE OPENING - - SCALE:I'■ 10' t • �- �' s• IC _ E \\ °J •� - APPROVED BY THE CITY OF LA QUINTA. • t C !%2' S0 PICKETS ! 6' o G I CtM CAP So. COL. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ' FENCE I I U w NASD a LOCK i a> ' ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: ti w o 2' 2' cn m w F i a OCTOBER 1 TO APRIL 30: MONDAY -FRIDAY 7:00 AM TO 5:30 PM f Om a MIX m o <; cr SATURDAY 8:00 AM TO 5:00 PM ID J a FG. 56.0 F 17. VARIES' FG. 54.4 MAY 1 TO SPETEMBER 30: MONDAY -FRIDAY 6:00 AM TO 7:00 PM \ 5�G� 0.5-5X ESTIMATED FL. =. -� : ' , SATURDAY 8:00 AM TO 5:00 PM , DRIVEWAY � ti F.G. 53.15 r _' '' -" HI ITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. - J.1 .. .._ WORK SHALL BE PRO B F.G. 53.15 w i GATE NOT SHOWN FOR CLARITY r� �- -'12. AFTER CLEARING EXISTING GROUND SHALL' BE SCARIFIED TOA � SECTION A "''� `' ' ) 6. MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY SOILS 12". _ bM FILED CORES EN, REPORT. SCALE: I"=10' R . _.: 4 N DOWELS PAVEMENT g 13. MAXIMUM CUT AND FILL SLOPES = 2:1. +�.� P «4 DARS DRIFT , ._..._ PINS TTP i I 1 I I EACH G^� 14. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY I - m 6"x 6" WIRE MESH r �° !xlxl6 SLUMP BLOCK WALL R PER A . S . T . M SPECIFICATIONS AND ABOVE MENTIONED SOILS REPORT. t 15. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SWALES , �Gclr� 18.. J iv SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM F SECURITY' FENCE tTYP.I I I I I t 13' 2' 2' GATE D / OF 2' FROM THE TOP OF CUT OF FILL SLOPES. MINIMUM SLOPE 4 -+►4 REBAR . N.T.S. �. F SWALES SHALL BE 0.50%. R x x � ,� L i I I�x x -L �, P.C.C. APRON ( 2800 PSI P.C.CJ C, LL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) ,. Q` M Q I ca I SCALE: I"= I' -- ``. ERCENT''OF MAXIMUM DENSITY AS DETERMINED BY UNIFORMED iII I BUIILDING CODE STANDARD NO. 70-1 OR EQUIVALENT AS APPROVED ' 2-17"x13", 0.064' I N 15' BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN i ARMCO ALUMINIZED t r II ACCORDANCE WITH THE UNIFORM BUILDING CODE STANDARD NO. 70-2 STEEL,TYPE 2 30' 3 STRAND BARBED WIRE PIPE ARCH ! I 1 I 1 TOP RAIL VERTICAL EXTENSION OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. i ARM �" 17. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT ' SECT ION ( TYP. EAST,WEST,SOUTH (£ B •'�"'- 0 1 J ' \ IN BOTH HORIZONTAL AND VERTICAL PLACEMENT. TO PROVIDE SCALE: I"= 10' ;, \ REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS 52.85 w ` M ! c OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL ;BE IN ADDITION N019 CLIPS 2'-0" ~ TO THE NORMAL REPRESENTATIVE SAMPLINGS., }ki O.0 MAX (TYP.) BRACE TO IPOIO 18. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL BERM DRAINAGE DETAIL 2 1 ' +!TM AVE ENGINEER SHALL •INCLUDE AN APPROVAL 'STATEMENT THAT THE BACKFILL 9 GA.- IY�' MESH STRETCHER BAR sCALE:I'■lo' 17"x13" PIPE ARCH FABRIC ti THE IS SUITABLE FOR THE INTENDED USE. t QI N0.9 HOG RING -2'-0" TRuss ROD Py AM DS ? 19. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS INV. 52.85 p INV. 53.14 3/8"eMIN. ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. SPACING EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING i N0.6yENSION WIRE (TYP.I THE IN-PLACE DENSITY, 'WHETHER SAND CONE OR DRIVE RING AND PRELIMINARY EARTHWORK ESTIMATE - - - - \ Avli�uE so ` CUT = 9000 CY. �,,.,� .. (� ,, ,► s SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY FILL = CY.� '1 INTERMEDIATE i� 12" DIA. t • .�er �' � I . DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF 3 m `�, . io POST (TYP.) AVENUE !S2 j Orr, « '' 2": OD SCH 40 ' I (TYP.I t _� No flICALi ! THE MAXIMUM DENSITY CURES USED BY THE FIELD TECHNICIAN . EXPORT =.•G«za•-4rC,><ce LOD �,I!.r',p,�' �"���'« SECT ION E - '; SPACED 10'-0"r 20 ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND MAX NOTE: THE ABOVE MENTIONED EST TED EARTHWORK QUANTITIES scALE:t"=1o' DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. WERE COMPUTED, CALCULATED, AND CONTAIN THE FOLLOWING ��/ -•► (�' CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. ,�LINK PARAMETERS: �� "�' �• �'CHAIN LI NK FENCE F Iv C VICINITY N��►P 21. BLOCK WALLS ARE NOT,PART OF THE GRADING PERMIT. SUBMIT FOR I i I a N.T.S. SEPARATE BUILDING PERMIT. ,� /'�,,�L Gt,..t .��,'�i,.� CLR`/"%sem/".`• /�' ��'�'c-+,�� �'°` - I x CLEARING AND GRUBBING LOSSES = 0.0'/ACRE 22 ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED INS I d -� r>,, ore Vol, c trl` t d�rc s�T.IT> •+� rimer �� �rs�� 'r�,, SUBSIDENCE 0.0 /ACRE P CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND NOTE i UTILITIESr�,►v,:13. - SHRINKAGE 20.0% DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER W WATEROACHELLA VALLEY WATER DIS ICT 398-2651 IT SHOULD BE NOTED THAT THE ABOVEMENTIONED ESTIMATED THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN TO ELIMINATE ANY HAZARDS. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY, APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT _ SEWER COACHELLA VALLEY WATER DISTRICT 398-2651 - _ X23. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE AND SHOULD NOT BE USED AS A BASIS FOR BIDDING AND/OR LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE - I rv' ELECTRIC IMPERIAL IRRIGATION DISTRICT 398 5854 . " �`��`,. a. ��. SUFFICENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE' PAYMENT.` THE SOILS ENGINEER OF RECORD SHOULD IMMEDIATELY AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH GAS SOUTHERN CALIFORNIA GAS COMPANY 323-1851-4':.KITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. N HIS FAILURE TO EXACTLY LOCATE AND TELEPHONE'. GENERAL TELEPHONE'COMPANY 323-123: , BE NOTIFIED SHOULD ANY DEVIATION FROM THE EARTHWORK MIGHT BE OCCASIONED ,BY I �` �} PARAMETERS SHOWN ON THESE PLANS DIFFER FROM ACTUAL PRESERVE ANY AND ALL UNDERGROUND UTILITIES. S Z1G CABLE PALMER CABLE VISION 340-112 j i s USA UNDERGROUND SERVICE ALERT 1- (800) -422-1133 �"''', ,« FIELD CONDITIONS. .1-- , PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY APPROVED BY SHEET REVISIONS APPROVED' oaTE MAINIERO« SMITH AND ASSOCIATES, INC, BENCH' I:ELEv. �B CITY OF LA QUINTA, CALIFORNIA MARI��•'° s 26401 CIVIL & ENVIRONMENTAL ENGINEERING DRAWN BY LO ATION SIGNATURE THE PYRAMIDS FI t DATE MG CITY ENGITNEER BANK OF PALM SPRINGS CENTRE ~ _ ,,.. CHECKBY R.C.E. No. DATE I.I.D. SUBSTATION GRADING PLANS -COVER SHEET 2 , :. 777 E. TAHl�UIT'Z WAY STE . 301 c� s BS 32740 PALM SPRINGS. CA 92262-7066 (619) 320-9811 TRACT N0. 24545 BEING A SUBDIVISION OF A POR. OF SE QTR. SEC. 30 T5S R7E S.B.M. EETS J 50 ;9 52 85; • 48TH N 890 8*W 2646.29 AVE E PROPOSED C O r 54 0 b PROPOSED o FG. 55.17 p- 2053.67 0-77 Oli. 56 G 55 17' mm . . . . . . 5 556 P�� — . - . . 6 pow Emm — - i i I o / / --- -----61— NE. C \ 2� /� --�' / / PARCE IS cr G 55. o.55.00' I cu 5 Lo 621 (n ( \ � � � I �1 �� \ moo\ � , \\ 1 ) l \ /� \ \ \`\ 7 'v �� �. I I ` �\ \ 55 u"-' 5 Fp. a.5 7\FG. w 11 1 55 J)/000. 55 54 1 f \ Ln \\ I ( I % �1. .I .D. ,_��0���0� �� ISI 6UBSTATIO� ........� : � . I Fp- It � � � r ( � I � �� P \ ,� o ,e ��'\ \ \ \ \\ 6 \ c5 6 c s\ \� e\ \ \ � — I as LJ I Ft JeP4 \ \ \ \ \ --\ 09— N 114 IF 66C0\ 4 5 FG. 00�5 54 . (A) (n F 53.83-/ — i — \ i I I �I � \ v � � �Lo 54 VI . ...... . 0 ...... \ � \ \\6� � ` s� � In � I � \ \ FG. 5`x.7 En ru X r LLJ \ �\ _ ` \ Il \ \ l II , N L) 71 A (n L0 Ln oo/ 1Ii I\ \ \ ! � \ J � ^.ri9 R5 � _ er � ��\� J F� 59•x!5-� 09 - _ � _ \ ``Scr � I 1 � I m \ \ \� \ I \\ a NOTES: \ \ \ \ �- \� / \ I. DASHED CONTOURS INDICATE EXISTING TOPOGRAPHY WITHIN LIMITS OF EARTHWORK (p Z `\ \ \ \ \ _ \\ 2. CONTRACTOR SHALL GRADE THE AREA WITHIN THE BERM TO 0 6" (0.51 BELOW FINISHED GRADE TO ACCOMMODATE 6" COMPACTED AGGREGATE BASE TO BE INSTALLED BY I.I.D. vp m \ –� / \ )1 � � � 3. CONTRACTOR TO INSTALL 7'0" TALL -I/: " CHAIN LINK FABRIC \ \� \�\ ` / W I SECURITY FENCE AT BERM CENTERLINE AS PER DETAIL F. Ul \'S�\ \ \ w LEGEND ------ — ------.EXISTING CONTOURS \ \ 131 54 PROPOSED CONTOURS Lo Ec S2 U \ / N tJ/'47'32'W 544.48 N co ui A ix) rL, UNAP.P.ROVE-D. BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY PPROVED BY NO. REVISIONS, APPROVED DATE MAINIERO, SMITH AND.ASSOCIATES,INC, ELEV. CITY OF LA QUINTA, CALIFORNIA MARK JB CIVIL & ENVIRONMENTAL ENGINEERING LOCATIONDRAWN BY SIGNATURE THE PYRAMIDS DATE MG CITY ENGINEER BANK OF PALM SPRINGS CENTREI.I.D. SUBSTATION GRADING PLANS 777 E. TAHQUITZ WAY . STE. 301 CHECK BY R.C.E. NO. DATE "4&_j z PALM SPRINGS. CA 92262-7066 (619) 320-9811 BS TRACT NO. 24545 BEING A SUBDIVISION OF A POR. OF SE QTR. SEC. 30, T5S, R7E. S.B.M. at -V ar 4t 4 4 SHEET 2.1 OF 2