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476NOTE: With proper val,)ation this form constitutes an ., encroach mensrpermit' of CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) ( ROUGH GRADING PER11I x ) 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 II X DATE: '4ovember 20, 1989 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION `bract No. 24230 (Lake La Quinta) (Street address or Description of Location) PURPOSE OF CONSTRUCTION Stzbcl-ivi_sinxt TmnroyP-mnntr, DESCRIPTION OF CONSTRUCTION ROIETC.�: GRADTNG ONLY DIMENSION OF INSTALLATION OR REMOVAL Sketch (attach construction plans if appropriate) SLE, GWiDING PLANS ON FILE DATED November 20, 1989 SIZE OF EXCAVATION, IF NEEDED 692 ►700 Cu.Yd. APPROXIMATE TIME WHEN WORK WILL BEGINNOV. 20. 19,19 APPROXIMATE TIME OF COMPLETION kj1.v 20. 1990 ESTIMATED CONSTRUCTION COST $ 11000,000.0c (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 attached. General Provi3ions and Special Conditions 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. �, Signature of Applicant or Agent A-r- gxinnns C'ni'tt.riit,t-inn. Tnc:. 9449 Friar,; Rd.. San Diego. CA 51�1/22.3-3554 Name of Applicant (please print) Business Address Telephone No ,�45-1778 *4tin-irn 'Rncxix*n_sh.i^inrx. Tno./iPotn PPtprs/7981.1. Country CliAb Dr. Rer5^ ida Dt:.nes Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. Crawford F, Co. 157 City Business License No. NVI1253740 Applicant's Insurance Company UHF L Policy Number i 11C>9 st— 140 FEES: Subdivision Improvement Permit —Class IIIV. 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 $ 1d_RQQ-12 $ 14,890.12 Received by Date Vs PERMIT VALIDATION PERMIT NO. 476 DATE APPROVED 1 1 10.190 EXPIRATION DATE 6/20/90 DATE ISSUED 11/20089 By Administrative Authority Recorded by J� TELEPHONE- (619) 564-2246 `NOTE: With prop e -validation this form constitutes an , encroach me nt:.pel=m it ej* CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) ("COC y C RADING P2 RM1 & ) 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: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION fIr` —t FN'o. 24 0 (l,ahcc L& fluint z) (Street address or Description of Location) PURPOSE OF CONSTRUCTION i'� `�� DESCRIPTION OF CONSTRUCTION I?OTJC C°3;0 :�� CbP,V DIMENSION OF INSTALLATION OR REMOVAL SIZE OF, EXCAVATION, IF NEEDED 652,700 Cu.Ya. Sketch (attach construction plans if appropriate) SF.L GRAr)l' TG PLANS 00 FILLDAT.E°Y 'Novembrr 20 a 19� 1 a APPROXIMATE TIME WHEN WORK WILL BEGINNov., 20, 1989 APPROXIMATE TIME OF COMPLETION Nay 20, 1990 ESTIMATED CONSTRUCTION COST $ -1r 002 122 . O2 ' (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: ^ee attached General Provisions and Special Conditions 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. Signature of Applicant or Agent { A.G. SDanos Contruction, Inc. 9449 Friars Rd., San Diego, CA 619/283-3964 Name of Applicant (please print) Business Address Telephone_N034.5-1778 Nuevo Fnaineering, Inc/Pete Peters/79811 Country Club Dr. Bermuda Dunes Name of Contractor and Job Foreman Business Address Telephone No. 438834 Contractor's License No. Crawford & Co. 157 City Business License No. NW1253746 Applicant's Insurance Company c_.> F rd, Policy Number FEES: Subdivision Improvement Permit —Class I I I V) tj.t.. " ' "#Q,. Public improvements: 3% of estimated construction costs 5,0 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. $ 90.?? Received by Date PERMIT NO. PERMIT VALIDATION 47' DATE APPROVED 11 12O L22 EXPIRATION DATE DATE ISSUED 1/?' By ,. Administrative Authority Recorded by 11 TELEPHONE: (619) 564-2246 �, •- .�04 � , ... .. -• .. .• -: w .-,.. - - , , _-. �,...,. .�. a -.:.:.ter -.;,. 0r - 78-105 -CALLE ESTADOK- LA QUINTA, CALIFORNIA -92253 (619)' 564-2246 January 26 ; 1990, 5 A.G. Spanos Construction,Inc . - ' 9449+.Friars.. Roa+ d. "l`• ~ - - M _ San''Di_egd, CA 92108 -, ._A- i �a 1✓ - Attn : 'Ray u Hanes;.a.. `Re: Lake .La_ Quinta',' Tract 'No:"�242.30 _ - Gentlemen: -' fi -�' r „f - This__will' serve- as -an. extension of your. existing • Grading Permit No: -• 4-7,6, for the. purposeof _lake construction together.with related -storm - _ drainage =facilities din accordance with the= project -plans -;"and :.sdbje_ct .� to the conditions included•,i' the said Permit. ' .`.. .jw a.•.' rT. '. ... . . .. - ,, }'Y - 6' ��...• . A r.,,f � `�"n-•• 1.--�•'�!r �<�.• � � -' j i -' - ~ .•a - -•r y The inspection fee for torm-drainage`facilties is $6;820.06 payable y to the City upon issuance ;of - this - extension. ' f This •�extension-- is ,,granted with the, added condition`- that the • `'� _• - �- - developer' s ."engineer, - J. Harlan - -Glenn & - Associates, 'will •conduct. " ori=site_. construction observation_ and, certify.,the -lake construction- ��: compliance -with- the - -project plans and +specifications` -in accordance . - -"-" - - with their letter•dated•January 23,-1990. This -does not, constitute" final• approval. of project plans-; 'and,. the developer' shal'1" _ be .. fufly responsible for any changes or revisions - -- ,necessitated, by -that-final"'approval and "any related-- requirements in` _ - accordance- _..with: -the --•conditions-. Hof - 'approval- ,-and/or' the , • uniform --building-,,code:. - - - - - Very, truly yours E ine r _ng Supervi o- _ ` :4G .-Spanos.• Construction` Inc -- MAILING ADDRESS P.O-BOX 1504--'LA QUINTA, CALIFORNIA-92253 78-105 CALLE ESTADO LA QUINTA; CALIFORNIA 92253' (619) 5642246 January 26, 1990 A.G Spanos Construction. Inc. ' 9449 `Friars',,Road: =San Diego, -CA. 92108 . Attn: Ray*Hanes Re: Lake La Quinta;.Tract-No. 24210 Gentlemen: ` This -will serve as an extension of your existing• Grading Permit No. 4•7.6 for the'purpose of lake construction together with related storm drainage facilities in'accordance•with'the project plans and subject to the conditions included in the said Permit. `The '•inspection,fee for storm drainage facil�ities,is $6,820.06,payable .to the City upon issuance of this'extension. This extension is<.granted with.•'the added condition- that .''the' developer's engineer, J.'`Harlan Glenn & Associates, will conduct on -site construction observation and certify'the,`lake construction in. comaliance with' the project plans and specifications in.accordance ;with their letter dated January 23 1990. This does notconstitute "final approval of project plans;_ and, the developer sh,all be fully responsible for any changes or revisions necessitated by,that final approval and,any related requirements', in accordance -,'with-,the-.conditions of approval and/or the uniform building code: f ` Very truly yours 005M, i0 1.263 M-26-90 10 �0. CAS H..i:. T07 AL i . 6820. U E ine g Supery o JDC/sh c •Accepted by: 4 A..G. Spanos Construction Inc.- ' MAILING 'ADDRESS P.O. ,BOX 1504 -` LA .QUINTA, CALIFORNIA 92253, A.G. Spanos.Construction_,_Inc. 94149` Friars Road . San Diego, 'California' 92108 _ (619).283-3964 January 25, 199.0 'Mr. Jerry'Coffey ' City of La Quinta = 78'-105` Calle Estad'o Post Office 'Box 1504 ; La Quinta,•Ca"lifornia 92253 Re: Lake•La Quinta - Tract No:,24230 t 4 Dear Mr.. Coffey.* The purpose of this 'letter is to request permission for A.G. Spanos Construction,'Inc.,to proceed with•the construction.of the lake and lake drainage system in accordance,with plans and specifications. The lake drainage construction.to,be performed at,this`time will consist of the lake .inlet structures, in'terc'eptors, drywell's,,and related;pipework. Attached are the ost. estimates for .the associated,lake drainage construction.. Also, as per the attached letterrfrom J•. Harlan Glenn and - .Associates., ' the ,'lake;, construction will be monitored• by their firm '' • F .and certified..•'i"r7 ."" °+ �:� ; �: ' Thank"' ou for •your consideration "-in this matter.. _ . r. Sincerely,".. " 4 Ray Hanes, £Vice President ; A.G..Spanos-Construction, Inc. , RH: sg. • Attachments 9 LAKE DRAINAGE SYSTEM- LAKE LA QUINTA ----------------- COST ESTIMATE:FOR PARTIAL `.'UNIT ITEM' QUANTITY UNIT PRICE' AMOUNT Construct -Storm Drain Interceptor 20 EA 3,00.0.00"% $6.0,000 Install Drywell 22 EA 5,000.00 $110,000.- Install 8" PVC Drain 1,5:86 L.F. 14.00 .$22,204. Install 18" Non -RCP Storm. Drain 433 L.F. 24.00 .$10,392 Install 24" Non-RCP'.Storm Drain. 225 L.F. 30.00 $6,750 .-Install 30" Non -RCP Storm Drain 317'L.F. 45.00 $14,265; Install 36" Non -RCP Storm Drain,. 107 L.F`. 56.00- $5,992 Construct Shoreline Overflow Structure 17 EA .2,200.00 $37,400 TOTAL $267,003 Mainiero, Smith and Associates, Inc. makes no representation concerning the above.estimated quantities.an-d cost figures.other than that all such figures are estimates only and the firm shall not be responsible for' fluctuations in cost.or their accuracy at the time -of construction. GMain iero, Smith and Associates, Inc: Bank o/ Palm Springs Centre •. 777 East Tahquitz Way, Suite 301 9 Palm Springs, CA 92262-7066 • (619) 320-9811 J. HARL•AN ,GLE*NN & AS-S0C-IATES.' -°IN�C , 529 WEST BLUE RIDGE, 0WANGE,.'' CALI.FORNIA.'926,65' 4 PH -ONE 'FAX. (71A).998.7.842 •:.(T14) 998.-8330� • `• January 2.3, 1990. :k - Mr.:Ray Hanes' AG SPANOS CONSTRUCTION, INC. '. 9449 Friars Road,. ;, t '- •San Diego, CA t • 92108 _ _ ._ - .. r Subject. La Quinta TM # 24230 ... r Dear Mr. Hanes, _ This is in response to the City,of La Quintals,:request for a .'- definition- of .our. consulting work during the construction oft the lake on the referenced project:' ` During the lake -construction, J,. Harlan Glenn & Associates , will conduct periodic construction observation to determine`progress•of work and general. compliance with the Lake ,Plans='and •Specifications: ` There will be' a minimum four (4) site visits for construction observation. t At the completion.of the lake construction,`there'will be, .,:.r a general''construction.review of the completed work.,A , ` -formal statement -will be issued- by �J. Harlan Glenn Associates, Ind; with respect to general.complianee.of-the -completed-work with respect to the Lake Plans and ` Specifications. •It is our understanding that vertical 'and. horizontal` field control will` besupplied by, the 'Civil'.Engineer .with.. certification, as needed. - , If you have any'. question, °please give. 'me a- call.' sppctfully.yours, " t - _ Tan, The:following General and. Special Provisions are attached to and made a part. of Permit No. [7J/ ' GENERAL PROVISIONS. The following shall°always apply: 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. secure permission from aliutting,property owners. Such_ authorization must be secured by the permittee*prior.to starting work. + TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not ibepermitted toFoperate onany 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.:lf 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 It :4 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. "r ' 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 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 requiredmo 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 isfelt bythe permitteethat.he mustclose a sti eetfor any length of time, permittee shall contact this office to obtain the necessary permission. } ; . SPECIAL PROVISIONS The follwing shall apply,ONLY when ndicated: • e 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 amount of not less than $ shall be furnished in the name of City of La Quinta to coverall work involved in the restoration of the various La Quinta roads and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be posted prior to commencement�of any work on this project R3 TILITY CLEARANCE: (Substructures) Prior to making any excavat ionwithin 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. ' T R4 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 concernedutility companies of the proposed work. R5 : 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 conformancewith City of La Quinta Road Improvement Standards and Specifications, Ordinance #461.' R6 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'). R7 GRADES & STAKES: City of La'Quinta shall establish' grades and stakes for the proposed concrete curb and gutter, construction. R8 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and pFofile and/or grades as established by a licensed engineer. r_- .4 R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( feet) shall be removed. Curb and%orrcurb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter -and . Cnr�rrP1Q { fiVP�.Nay.2^^•�aC�' �?t?els:.ii� C:'iC,tri9^.it'A i? r6nformance,with rite of k A Ovinte Stnnd-IM #1207. R10 DRIVEWAYS,'A.C.: Driveways shall betconstructed as not to "alter existing drainagepattern.- Surfacing between the ' -property line and the existing road paving shall be 2-1 /2'inches of A.C. paving placed on.( r ") of class - ''aggregate base:'Drive'way construction shall conform to attached drawing. .� Rill CULVERTS. A einch diameter ( )culvert shall be installed with the invert approzimafely 1-1 /2 inches below and in line with the. existing flow line. Culvert installation shall conform to the attached'drawing.'. R:1 SIGHT CLEARANCE: Sight clearance of 600 feet in either`direction shallbe assured and'maintained.' R13 SOIL'STERILIZER: The area to be surfaced shall`be treated wi'tti soil sterilizer. Rate of application shall complywith the manufacturer s specifications:' /* ` ' R14 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'i'hterference.with State or City'of,`L'a Quinta`projects R15' SURVEY MONUMENTS. Prior'to'excavation or begiztn�ng of construction, all survey, monuments which exist•-dn ilhe , '• centerline of all streets or property lines when involved shall be 6ompletely'tiedout so they maybe:'readily and correctly,.: - be replaced by. a:licensed civil engineer or surveyor at the exile ;se of.the permittee.-A complete set of notes shovving the., ties to these monuments shall be furnished to the City'Eii'g e r prior to tfie removal ct any monuments This office shall, .s .4 n 1.:. r. .{{:n.•L,innn nl ntinn n� .o nl�........,.a ..F -: 11 crrvn.r mnr•.. er'nnnfc-inr n t.ln �� - +. R16 SURVEY MONUMENTS: r U avation or beginning of construction, iry ionuments shall be tied out by City of La Quinta and suitable payment or guarantee of payment shall be made 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 be placed in such a position as to best facilitate the general flow of traffic. Prior to final paving operations, any damage to pavement straight edge shall 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 1,000lineal 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 Qmaterial 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 (spongyor 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 greaterthan three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods maybe 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 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. R23 COMPACTION 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 as outlined 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 lineal 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. �� C®-xd�, k-6 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 asspecified 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 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 removed in sections which 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 , . iN I. r r µ. � lY a. J.. • - r 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 maximurn of 500 feet at any one 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 TBEES, and other ORNAMENTAL TREES shall be accomplished to itie •satisfa tion of the•City Public Works €nspe'c.'tor.- e: "Abutting property owners st.a!! by contacted, in all instances, prior to trimming or Popping trues. ` f. Prunina shall. in all instances. be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches ADDITIONAL.'.CONDITIONS `.. ENCROACHMENT PERMIT NO. 476 R33 Permittee.shall be responsible fo-r dust control. . , Construction water source shall be subject to'the approval of ,C.V.W.D. ,and' the City Engineer. R34 'The `Permittee shall Provide erosion control,.*by, seeding ground cover, irrigation and plant establishment as noted on' the Grading Plans -and -as follows: 1. Irrigation shall•be by sprinkler -system (not.truck). •.•.2. Erosion,control will be required for'all areas „ disturbed by the grading operation. Temporary planting may;not-�be required in -areas where «` improvements •and%or landscaping are established in ' a•timely manner as determined'by the'City Engineer. u 3. Plantng'shall be maintained until.final' improvements are completed and approved by the City Engineer' The.Permittee shall reseed and re-establish planing -as may required by the City Engineer .. . . R35. Contractor shall comply with the local noise ordinance and construction.operations and maintenance.of�equipment.- • within one half, mile of human occupancy,shall,be performed only g the,time periods as'follows: y during R Y t October 1st to April 30: Monday -Friday 7c00a.m..-5:3,0p.m. Saturday _ 8:00a.m.-5:00p.m. May lst to September 30: Monday -Friday 6:00a.ma--7:00p.m. ` :Saturday 8:00a.m.-5:00p.m. ,Work shall be prohibited anytime,on.Sunday and Federal holiday.' E. Y R36 Traffic 'control'shal-1 be as per,cal Trans Traffic Manual. Field adjustments in -detouring shall 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. �- .. s.-••.md,.f'. `..']":., •ci,:i:;i� %>Y -4 � .#, .�. ` _ +•",. ,, �-'ti�s a. ... ,"� - $ is `[.^}u :•";aa �:: •.'Y`•:: ',; .'.' - . ° ADDITIONAL CONDITIONS --'ROUGH GRADING PERMIT NO. 476,,y + • Page -2 4 R37 Construction traffic shall be permitted only •one access - point on Washington.Street approximately•1/4-mile'north•of ° Eisenhower Drive at a,location subject•to.the approval of,' ; -the -City Engineer., •A special dust palliative (Coherex or. :. approved equal),will be required 'at approaches (150 L.F:) ' to Washington -Street and/or Jefferson Street.—, Permittee shallvfurnish, install, and maintain stop.signs.at each' - access to stop construction traffic prior 'to entering - ' i' Washington Street: • Advance' warning'signs and' traffic ` • control.'shall be instailed and maintained Jn accordance with Caltrans, Standards and .subject to ,the;:approval- of the City Engineer..'- No access will�be pe' itted;to or,from' , '. Adams .Street. ,, - ••R38 Permittee shall` -assume responsibility for, repair of - existing pavement breakdown at -the haul road access to`any ' public or private street•and;+for any damage to other City streets R39 Replacement pavement 'Shall be..existing asphalt thickness plus.one inch, but not -less than,3 inches of AC pavement, shall'be placed.' -'Class..2 aggregate. base,,shal-1 be•. as per ' -existing or,4" minimum -(whichever 'is greater): R40. .-Streets-shall be kept clean. -They shall. -,be completely f cieaned••`at, the end -of° the work day and more � frequently if ' required. r R41 *.The -Contract shall locate andprotect existing utility facilities -(including I.I.D. on -site). 48.hours Prior to ' work starting,, Underground Service Alertsshall•be. "-contacted at 1-800-422-4133•and an "inquiry number." -shall be provided to.the City4ubl'ic Works Inspector. , R42: This permit is issued -for on -site rough grading purposes only and is not to be'considered';as approval of the ; _ ..; , - subdivision' nor ♦ the improvement plans',,fequired there- for. The permitted -work may be subject to change and will be ...subject to the'approval of final improvement plans, final _ grading requirements,, conditions of_approval,,and•other 'r 'requirements'in accordance with the municipal code and ' uniform building. code.' The Permittee shall .be wholly responsible for making any changes and/or,remedial work required: ;to comply, with the. final plans' approved for the. subdivision; • j. , R43 ..No work shall be,'permitted,within,the public rights of wayf ' •on.,Washington Street, Avenue'48"or Adams Street. No work —or crossings `shall• be permitted within the C : V . W . D . bights = of way except by C.V.W.D,permit and subject to.the•approval ,• of ` the` City Engineer: a xty e, ., -_.1; �. i. ..� a Y ' - - .. , ,� .. '�y �� 4 �_ � _ ,. . �. 1 1 } � S` `_ ,t • � ; � �?. 4. � i 1 � ti. � l � � � �..� � ^fit} S. ... 'G) w {— ' •' 'y ,� �l �,I � � ."�. � 'y, . ` ti� � �:. -. \ � f �k � 7 ' _� � , � - i .� ` f � :� __ r x. _ �r"��p�f,.�._Yn_�i: ..•� _ ' y ..•••..\Ul.' .[LJ � 1:`1� .�T'TIT+� .,G-� ��`Tu��-r_'.".�_ �.�W.IIH. �� yi ' . -A'.G..SPANOS'CONSTRUCTION..INC. ? '" c' STOCKTON-MAIN OFFICE:. '�iBANK — JACK MURPHY STADIUM OF AMERICA N:T: & S.A. 9449 FRIARS ROAD' { 1;10 EAST WEBER STREET. 4170, STOCKTON. CA 95202 SAN' DIEGO,'CALIFORNIA.92108. (619) 283-3964 1 1-35� 1210 DATE.,,,, ` CHECK NUMBER AMOUNT' 4170, 1 'PAY •' :. CITY�OF ' LA:: QUINTA. _ } A..G.. SPANOS CO RUCTION;- INCr TO THE I ORDER �1� �•/ ;•. OF .'. �„\J •- ' \ `r. _t V 7.r