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3159NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION (Street address or Description of Location) PURPOSE OF CONSTRUCTION DESCRIPTION OF CONSTRUCTION ��'.�27U�?�; y�,..-�„\'9�%.:,l�Oi J_�L?"? 4•.A�.�._�.J�w�/�dvp _, �� i��.,4 C\,...�c>p DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $'`�'�� (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) Sketch (attach construction plans if appropriate) 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. Signature of Applicant or Agent .�` 47 _� 7 �-) f r �' )Csi�?1C "1;'' P �") ��,.� ��,i l � /\i c �ii . 1;1 <, ,l � ,_ � w _JL✓„ -A 1;:�,14 ��_' Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. "; ,•rdF City Business License No. Applicant's Insurance Company Policy Number MA 11°1 FEES: Subdivision Improvement Permit —Class III 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 % .��:. L��,.f� TOTAL: $ y Receipt No. Received by Date MAR 2 3 2000 drryOFLACUM PERMIT VALIDATION PERMIT NO. DATE APPROVED q 't EXPIRATION DATE DATE ISSUED By — Administrative Authority Recorded by r Telephone: (760) 777-7075 NO • NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit W 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 DATE: 3/22/00 Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 47750 ,AD.A,MS ST.. BET. A.VE..47 &AVE 48 (Street address or Description of Location) PURPOSE OF CONSTRUCTION IMPROVEMENTS & UTILITIES TO Sketch (attach construction plans if appropriate) APPr,,. COMPLEX DESCRIPTION OF CONSTRUCTION CONCRETE & ASPHALT REMOVAL,NEW CONCRETE DRIWEWAYS, PCC SIDEWALKS, UTILITY EXTENSIONS SEE ATTACHED CONDITIONS DIMENSION OF INSTALLATION OR REMOVAL PER APPROVED PLANS SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 3/27/00 APPROXIMATE TIME OF COMPLETION 7/14/00 ESTIMATED CONSTRUCTION COST $ 831,655 (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. Name of Applicant (please print) of Applicant or Agent L.,\S-TV. A-2, RIVERSIDE, CA 92507 (909)786-0777 Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. 721664B 05906 Contractor's License No. City Business License No. ' Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 24,950 Permit Fee *� 100 Penalty Cash Deposit -Surety Bond if required PLANCHECK (1 n 5nn) r'.RFTITT TOTAL: Receipt No. $ 1A-S,Sn Received by Date Recorded by Q MAR 2 32000 90;ITY LA Quwa 3159 r' PERMIT VALIDATION PERMIT NO. 3159 DATE APPROVED 3/21/00 EXPIRATION DATE 3/22/01 DATE ISSUED % 3/22/00 By Jtl �.(- )y Adminlstrative Authority Telephone: (760) 777-7075 NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA 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 III DATE: 3/22/00 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 47750 ADAMS RT .. RFIT.AVE.47 &AVE 48 (Street address or Description of.Location) 1 PURPOSE OF CONSTRUCTION IMPROVEMENTS &. UTI:LITIES TO Sketch (attach construction plans if appropriate) APPT.,COMPLEX DESCRIPTION OF CONSTRUCTION CONCRETE & ASPHALT -REMOVAL,NEW CONCRETE DRIWEWAXS, PCC SIDEWALKS, UTILITY EXTENSIONS DIMENSION OF INSTALLATION OR REMOVAL PER APPROVED PLANS SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 3127100. SEE ATTACHED CONDITIONS APPROXIMATE TIME OF COMPLETION 7/14/00 ESTIMATED CONSTRUCTION COST $ 831,655 (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. ignature of Applicant or Agent THE'SPANOS CORP. 5029 LA MART DR. %TL A-2, RIVERSIDE, CA.92507 (909)786-0777 Name of Applicant (please print) Business. Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. 721664B Contractor's License No. 05906 �•. City Business License No... Applicant's Insurance Company Policy NumberPAW FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 24,950 Permit Fee 100 Penalty f Cash Deposit -Surety Bond if required PLANCHECR(in-ino) rRPnTT TOTAL: $ i4;550 Receipt No. Received by Date Recorded by MAR �2 3 ' 2000 J"Iffy OF LA B n PERMIT VALIDATION PERMIT NO. 31$9 DATE APPROVED 3/21/00 F EXPIRATION DATE 3/22/01 DATE IS UED. % 3/22100 By �A Administrative Authority Telephone: (760) 777-7075 W, SLOL-La(SLA)'WoLs Isl A1!JO42nV aA!)t4tl41WFV A9 OQ �2 7, 03ASS131V0 ' O , 2 _ 31V0 NOIletlldX3 1-2 03AOIJddV 31V0 S 'ON IINW3d NOI1V011VA IMIM �LLZ Aq paP 05*11 ait0 Aq PsA!230tl .ON 30192sy 11, Mn�. O55 10'101 L(`r7 U' ✓ OQ� Q) JII�1' Pu!nba yr O A1urlgaltodap Into A1lsutd -- OQ — aad 11wAod a3 uo}loodtul a1 �t PtWtut sag :AI as}o — 3luuad uwwmOidwl = atoo uo}13n1uu= ptitwism la %C muswaAodwl 0104JAd saw uop awwab p112w!1tt A %C :awwaObrdw! ollgdd III aslO •— ilul/sd lutwsAOAOwI uo!slklpgnS :9334 AsglunN A 106 AuadluVrj muwftul 11uao(Id91V 'ON OU"I aw!mg All* 906SO 'ON s14ta11 t,10i�tAuoO 'ON su04dt101 awwv tuultnp wtuaj0i qoP Put 1=41%UO3 yO aunN A,2j 'ON wo4dtitl tasAppy tlau!ang (Iu!1d Msold) tua3(lddr ye OwtN OS UoT XOa SOUS $ L( 11t1OW Ao twt711ddw 10 unitull!g . %em NW a 4111N tW as AAMMaw I—M OOM WA MaP1 AM AV Aad M. Pb* ftwma n a AID aW a wgttlassl Put riti gq"ldit llt PW 1lWaq.agl 10 WMpum awa tW & tW '.aaaa0wo AVID tl6atlldda Ip VIVA Awwn 'P41et aq 180 4mm wool awt SW 10 atWAas ul AA1W4 1tL1 -"-4 1 ISM to A3I.—#. ' .4j.1UW4."4 ' * ADION 'wapMlldde qW at wMYAd PMwtA illutad aW AmuA "*SAPu0 WMm Am 10 Wmw g004116d O M OwNM+eeo -w 6.100"4 A1-6dw0 A "Mod AA tatu-tP -o Man 'nmmM Ale JO %no awlgw PW 00109 0600 AO lwpp {wwl Mgtlaa- MI 0 "11111"1 'aMMMnO if; out Aus wNOa P. usay uah-wa4 'naAOMue pwa MAl1p�dN '64ro1140 "NO" 0091-o41n 54 *041D awi SIM aW PU*0P''d41uwn9wt :p1 $wbt Agaw4 Sumpddo ota 't!WA'E qW /0 Oupvtig t41 +e ItOqusP!auo3 ul (/tuauuAOAdwI au!3oldaA m/pua /upO{msu iusue uud Owpold " uollatd wdo'OupI!llp1q,q+gspPuo'tpfipaw'uolunpag0 iP l0laowu Oulpn!oul), =1500 NOtlO11tl1SN0D 031dWlls3 N0113jdWO0 dO 3W1131VWIXOtldhV N1938 111M XtlOM N3MM 3WI1 31VWIXOtlddV ' 03033N d1'NOIIVAVOX3 3012I3 �TtiW 1VA0W3tl tl0 NOt1V11V1SNI f0NOISN3W10 siloxsua:;xa-4.*'?-114'rt l�se' NOtlontuSNOD d0 No11d1110s30 (tgtltdejdao 11 tualo u0113ngtuas 4"Ua) Iplapg N0110ntl1SN03d0 3SOdtlnd (w"aman a u01101mv -o —we ►a it OSL—LD Nounm Ism) do NOI1V001 AI Mt10 %!u-qd twowaAeldwl loullry — — E :31V0 III R10—1!uuad 14m&hadwl uO!r1A!pgng z Z SNOISIA109n3 03AOtlddV Put, S1N3W3AOtldW1 W0NIW 411m uo113auva0 u! iwOwtAo dwj a4101A d!Ignd 64!1 Ia4to pus tulaw Aa1414 -t oos 1401 Oulllnd '11119map!5 'ltuawOAld '%AeAlaAuP 'tq-N a1gA!Jd Ao 3!lgnd yo ua(1aIu11uaD 041 tOd 0 UN31MOVOMONM wonnHISN03 SNUOM 3119nd 1Iww3d bOd N0111I"JI1ddv t/1N1110 `dl AO AIM3!wjsd lusmpa0uut ut ssMj19ud3 w-Ol 2l41 uvllaplpA t9001d 411M 3iON ZO 39V8 S3INVdW03 SONddS 3H1 96OZOGL606 96:6T 000Z/6T/60 a'03/13;2000 13:36 9097.882035 THE SPANOS.COMPANIES PAGE 03 The Spanos Corpofation Aventine SDP No. 99-654 Cost Estimates for Permit ,purposes Grading- $169,500. Off -Site- $26,828. -Asphalt & concrete removal; Constructnew concrete driveways, P.C.C. sidewalks; curbs, asphalt,. striping & signage; On -Site- $511,651. -Construct new concrete curbs; valley`gutter, sidewalks, ramps, asphalt pavement, perimeter block garden. wall, view fence, trash & recycling enclosures, striping and signage. Drainage- $53,300. Construct new catch basins,curb inlet, piping and drywell/ interceptors. Off -Site Sewer (Coachella Valley Water District). $10,580. On -Site private sewer. $72,524. ; Water Improvements (Coachella Valley Water District) Off &.On -Site. '$262,222.. Domestic Water & Fire Service. $41,940. 03/13/2000 13:36 9097882035 THE SPANOS COMPANIES PAGE 04 A.G. SPANOS CORPORATION SDP NO. 99-654 AVENTINE ENGINEERS QUANTITY AND COST ESTIMATE GRADING AND PAVING IMPROVEMENTS FOR PERMIT PURPOSES ONLY ITEM QUANTITY UNIT PRICE CONSTRUCT VALLEY GUTTER PER DETAIL "A" ON SHEET 10 3,120 LF $12.00 $37,440.00 CONSTRUCT 3" A.C. OVER 4112" CRUSHED AGG. BASE 147,440 SF $1,10 $162,184.00 CONSTRUCT CROSS GUTTER PER COUNTY.OF RIVERSIDE STD. DWG. NO. 209 1,550 SF $5.00 $7,750.00 CONSTRUCT TYPE A-6 CURB & GUTTER PER COUNTY.OF RIVERSIDE STD. DWG. NO.'200 665 LF $10.0D $6,850.00 CONSTRUCT TYPE "C" CURB, WHERE CURB FACE = 6", PER COUNTY OF RIVERSIDE STO. DWG. NO. 204 6,910 LF $5.50 $44.915.00 . CONSTRUCT BLOCK GARDEN WALL. (SEE LANDSCAPE PLANS FOR DETAILS) 2;440 LF $30.00 73,200.0 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STO. DWG, NO. 207 1 . EA $1,500.00 $1,500.00 CONSTRUCT CURB RAMP - CASE A PER COUNTY OF RIVERSIDE STD, DWG. NO. 403 4 EA $500.00 $2,000.00 CONSTRUCT 4' TO 6WIDE 4" P.C.C. SIDEWALK 63.360 SF $2.00 $126,720.00 10' TRANSITION FROM TYPE A•6 CURB AND GUTTER TO TYPE "D" CURB PER DETAIL "C 4 EA $200.00 $800.00 CONSTRUCT VIEW FENCE. (SEE LANDSCAPE PLANS FOR DETAILS) 730 LF $25.00 18,250. CONSTRUCT CURB DEPRESSION PER COUNTY OF RIVERSIDE STD. DWG. NO. 311. CASE "8" 1 EA $400,00 $400.00 INSTALL INTERCEPTOR AND DRY WELL PER DETAIL "H" ON SHEET 11, EXCEPT ' WHERE THE INTEREPTOR HAS NO INLET PIPE 4 EA $8,500.00 $34,000.00 INSTALL OB3636 ASSOCIATED PRODUCTS CATCH BASIN PER DETAIL "D" ON SHEET 11 1 EA , $1,500.00 $1,50D.00 INSTALL 093535 ASSOCIATED PRODUCTS CATCH BASIN PER DETAIL "E" ON SHEET 11 1 EA $1,500,00 $1,500.00 INSTALL 12" HIGH DENSITY POLYETHYLENE STORM DRAIN PIPE - 370 EA $30.00 $11,100.00 INSTALL D92424 ASSOCIATED PRODUCTS CATCH BASIN PER DETAIL "F" ON SHEET 11 1 EA $1,200,00 $1.200.00 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. DWG. NO; 3+ 1 EA $4,000.00 $4.000.00 CONSTRUCT UNDER SIDEWALK DRAIN PER DETAIL "B" ON SHEET 10 29 EA $100.00 $2,900.00 INSTALL CALTRANS SIGN R-1 PER COUNTY OF RIVERSIDE STD. DWG. NO. 816 3 EA S200.00 $600.00 THERMOPLASTIC "STOP" PER CALTRANS FIGURE 6-40 2 EA $150.00 $300.00 12" WHITE THERMOPLASTIC STRIPE 30 LF $2.00 $60.00 SAWCUT AND SMOOTH JOIN 260 LF $1.00 $260.00 RELOCATE. EXISTING SIGN 1 EA $100.00 $100.00 REMOVE EXISTING PAVEMENT AND CURB AND GUTTER . 750 SF $2.00 $1,500,D0 INSTALL DB2424 ASSOCIATED PRODUCTS CATCH BASIN PER DETAIL'G" ON SHEET 11 1 EA $1.200.00 $1.200.00 1 03%13/2000' 13:36 9097882035 THE SPANOS COMPANIES PAGE 05 A.G. SPANOS CORPORATION SDP NO. 99.654 AVENTINIE ENGINEERS. QUANTITY AND COST ESTIMATE GRADING AND PAVING IMPROVEMENTS' FOR PERMIT PURPOSES ONLY TE QUA IT UNIT .AMOUNT PRICE CONSTRUCT SOLID WASTE AND RECYCLING ENCLOSURE PER DETAIL "I" ON SHEET 1• 7 EA $2,000.00 14,000A PROTECT EXISTING SIGN IN PLACE AND ADJUST TO PROPOSED GRADE 2 EA $100.00. $200.00 ADJUST EXISTING MANHOLE TO PROPOSED GRADE 1 EA $350.00 $350.00 . 6" P.C.C. DECORATIVE PAVEMENT 7,410 SF $4.00 $29,640.00 CONSTRUCT 4 1/2" A.C. OVER 6" CRUSHED AGG. BASE 240 SF. $1.50 $360.00 TRANSITION TYPE "D" CURB FROM 8" TO 0" 26 LF $200.00 $6,200.00 TOTAL $591,779.00 Mainiero, Smith and Associates, Inc, makes no representation concerning trye estimated quantities on these plans other than all such figures, includIng all earthwork numbers are preliminary estimates only, The Engineer shall. not be responsible for any deviations between estimated quantltles and the actual quantities at the time of construction. . 03/13/2000 13:36 9097882035 'THE SPAN17S COMPANIES_ PAGE .06 A.G.-SPANOS CORPORATION SDP NO. 99-654 AVENTINE ENGINEERS QUANTITY AND COST ESTIMATE SOWER (PRIVATE) IMPROVEMENT5 t ' FOR PERMIT PURPOSES ONLY ITEMMINTITY UNITUNIT A PRICE 4" SEWER CLEAN OUT 15 EA $650.00 $9,750.06 6" SEWER CLEAN OUT 15 EA $650.00 $9,750.00 8" SEWER CLEAN OUT 14 EA $850.00 $9,100,00 4" SEWER LINE 1710 LF $10.00 $17,100.00 6" SEWER LINE 1082 LF $12.00 $12,984.00 8" SEWER LINE 865 LF $16.00 $13,840.00 TOTAL $72.524.00• Malnlero, Smith and Associates, Inc. makes no representation concerning the estimated quantities on these plans other than all such figures, including all earthwork numbers are preliminary estimates only. The Engineer shall not be responsible for any deviations, between estimated quantities and the actual quantities at the time of construction. 03/13/2000 13:36 9097882035 THE SPANOS COMPANIES PAGE 07 Aventine SDP# 99-654 ENGINEER'S PRELIMINARY COST ESTIMATE PUBLIC IMPROVEMENTS March 8, 2000 �`' �EI�'N�.��fF' .:S E�;? r� a , 1.d7J,�S�L9Rltiial6ZtU. .-(///_'''��+,+'( 17'�!j,��y� z"',-w-MM, �Ji:l '-""3}� J t •r. �`ry�,�,i rT t1 .Z:1'a... � , py� '=f �I Y.f �'i �. [n4� �1: tR1[.IT:Y n v�y la ,k �nyr 11„+f' l � �- ��T}� }r, a �/R�.ry�.q�l tr��,yU+'�i��9$yl�'� R � lYli;S r'Xfr:31tY. + u r udyr t i vn j 1.x H„ ilgl�i M. p V Ih1T � �yr7Jpa�. {y� .r gip ,y,ytt 012"- Stan dard Manholes isin. MUM, /01 s 8° ; •,, 1. , :JI", i,;.. LF „ 2647 , $38.00 $100 585.00 12" D.I Waterline Restrained Joints 8" D.I. Waterline Restrained Joints LF 823 $32.00 $26,336.00 18"02" D.I. Tees EA 2 $1,000,00 $2,000.00 18"x8" 0.1, Tees EA 1 $800.00 $800.00 12"x8" D.I. Tees EA 5 $240.00 $1,200,00 18" D.I. Butterfly Valve EA 6 $1,800.00 $10,800.00 12"x451 D.I. Bend EA. 4 $200.00 $800:00 12"x22'/21 D.I. Bend EA 4 $200.00 $800.00 12" D.I. Gate Valve EA 12 $1,200.00 $14,400.00 8" D.I. Gate Valve EA 6 $800,00 $4,800.00 8"x90° D.I. Bend EA 1 $100.00 $100.00 8"x6" D.I. Reducer EA 6 $150.00 $900.00 Fire Hydrants 6" Standard EA 15 $3,500.00 $52,500.00 4" Detector Check Vault Assembly EA 7 $3,000.00 $21,000.00 2" Service Connections with Meter Box EA 18 $1,400,00 $25 200.00 ti ..�• :, '�ttab" ..dal fenlm rows' 4,9 i :•::r,.,•p : ,. �➢1; t °, ,i. .Is:" M..•ir.ia'.4P6'!•' :':A .Li,.: Mainiero, Smith and Associates, Inc. makes no representation concerning the estimated quantities and cost figures other than that all such figures are estimates only and the Engineer shall not be responsible for fluctuations in cost 03/13/2000 13:36 9097882035 THE SPANOS COMPANIES PAGE 01 THE SPANOS CORPORATION 5029 LAMART OR- A-2 • RIVERSIDE, CA 92507 TELEPHONE; 1909) 786-0777 FAX; (909) 788-2035 Tb: Hector Guzman- City of La Ouinta, PubiicWorks Department From: Jack Lucas Fax: 760-777-7155 Pages: 7 Phone: 760-777-7000 Dates 3-13-00 Re: Aventine Permit cc: flte ❑ union 0 For Review O Please comment O Please Reply p Please Recycle "es/Comments; Hector - I didn't know how you want to write the on -site permit, so I broke down the cost estimate by category. Please call upon receipt. Thank -you, Jack Lucas The following Qeneral and Special Provisions are attached to and made a part of Permit No. r GENERAL PROVISIONS The following dm always apply:, ENROACHM M ON PRIVATE PROPERTY: This permit authorises work to be accomplished within City of La Quint& 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. TRACIiLAYING CONSTRUCTION EQUIPMENT: 'Cleated tracklaying construction equipment shall not be permitted to operate on any paved'surface unless fiited 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, spailed, or broken during the term of this contract, or if the pavement is marred, City of La Quints. 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 excavationsand 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 sball 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, steal 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 backfW 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 Quints, 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: R' NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. RZ U'TH.ITY CLEARANCE: - (Substructures) Prior to making any excavation'within the City of 1a Quints 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 LTTE ITY C[d+ARANCE: (Surface. Structures) No work shall be done under this permit. until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work.. . R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shell be surfaced with ' inches of A.C. paving placed on inches of class aggregate subbase course having an 'R' value of not lase than and in conformance with City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. R5 PARKWAYGRADING: Area between the property line and top of the proposed concrete curb sball-be graded to a elope of 1/4 inch to one foot (1). R6 GRADE CHECKING: City of La Quint& 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 Quints Standard #207. DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on of class aggregate base. Driveway constriction shall conform to attached drawing. R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained m all times. RIO SOIL STERELMM- The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with. the manufacturer's specifications. 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Uagm soml Xijodwd jo eiaajie l[B;o oalljaiaao aqi co ienro gmlgm aiaomnaom donna Its 'aopon.moajo Sumui 9q jo uonsAsmxo of joud :Syl3(nlOW )MAIM Z j •eioofwd eiutnb e°I;o d4!3 )o amS qi!m ooaajojjoi0! jo delay opnlmajd of sawo; aia!na e•13o di!:) jo amS sip gilm paiea!pj000 oq 11sg9 3poM •1lmjod 9l111;o pouad oqi 8aunp sae elgi at ionpuoo dem eia!nb wl ;o dill jo sauo311s3;o lists aqi gmlgm aopaado dos ro paieUlpjogns aq 1p3119 iljom p�sodoid oqy :XU At &LVNIIO!II000 K SPECIAL CONDITIONS --PERMIT NO. 3159 --- THE SPANOS CORP. --- In addition to the standard permit conditions, -the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. The Spanos Corp., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30 May 1 st to September 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Work performed within 500 feet.of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way: 6. Pursuant to Section 14.16.110,of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee 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. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH.Manual). A traffic control plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to 'starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No. 3159 Page I of 4 SPECIAL CONDITIONS --PERMIT NO. 3159 --- THE SPANOS CORP. --- Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of one travel lane of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner 'prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained' at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion- of this portion of trench, .the .City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions - Permit No. 3159 Page 2 of 4 J SPECIAL CONDITIONS --PERMIT NO. 3159 --- THE SPANOS CORP. --- F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. G. The depth of the randomly selected compaction tests. shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. H. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shallbe furnished to the City Inspector. 12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed.open overnight, however, Permittee may leave a length of excavated trench,'not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc.; shall be replaced to its original condition. i 14. Access and egress to all local properties shall be maintained at all times 15. Pursuant to Section 14.16 375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement, shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted'to 95% relative compaction and respectively tested; for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. 0 . Special Conditions - Permit No. 3159 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3159 , --- THE SPANOS CORP. --- C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its. placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the.trench sawcut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold - milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: two (2) feet outside the sawcut removal lines'. • For longitudinal trenches located in a traffic lane: two (2) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same. day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth; consistent, and shall conform to the surrounding grades. 16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 17. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 18. This permit allows for the construction of the improvements for SDP 99-654, Aventine Apartments. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3159 Page 4 of 4 THE SPANOS CORPORATION I CITY OF LAQUINTA FEES, 9 Safeguard°' II;,w�54 535�a CN+Sg33t41 1109/3 REORDER FROM YOUR LOCAL SAFEGUARD DISTRIBUTOR. IF UNKNOWN, CALL e00-523-2422 M99SF022840M 9/99 9RTHTJt77lTl�a`111 s� �� THE SPANOS CORPORATION Bankof America Commercial Disbursement Account 0 0 2 0 018 4 2 AW3773 HOWARD HUGHES PKWY, #590 SOUTH ��Northbrook, IL i LAS VEGAS, NV 89109 (702) 733-3930 70-232810719 pNm ' _ 3 _ as _ O� o70c l THE SPANOS CORPORATION TO THE CITY OF LAQUINTA ORDER OF r - 1 f-�iR7Z-T.171777 \Tillrl - 11000'200 18L, 2 711.8 1:0.7 19 2 3 2&41: 8 76 550 i8811' .. .. THE SPANOS CORPORATION Bank of America Commercial DisbursementA=unt 0 0 2 0 018 4 2 E 3773 HOWVR V&gS fJCyqY,,g90 SOUTH �wNorihbrook,11 (702) 733-3930 70-232810719 D o J S oo0 71 THE SPANOS CORPORATION TO THE CITY -OF LAQUINTA ORDER OF 11100200L84Me 1:07L923284e: 8765.6..r50L8811' ,. CEIVED MAR 2 20OU PUBLIC t- MEMORANDUM Finan Department FROM: Raoul Martinez, Assistant Engineer I DATE: April 11, 2001 RE: Aventine Apartments, SDP 99-654, Dust Control Security The developer of SDP 99-654, The Spanos Corporation, has submitted a business check (check no. 18428) in the amount of $15,000.00 to be deposited and held by the City for dust control security during construction of their project. Please deposit this check into an account which can be refunded to the contractor upon completion of their project. cc: SDP 99-6541 file "Permit„$--IJ We i T:\PWDEPT\STAFFNartinez\memo 01 \01041 l b.wpd THE SPANOS CORPORATION BankofAmerica CammeraalDisbursement Account 0020018428 3773 HOWARD HUGHES PKWY, #590 SOUTH "IwNoMbrook, IL LAS VEGAS, NV 89109 (702) 733-3930 70-2328/0719 -oo Is-, (Doe -- r I Fiz'e� i o� T TO THE CITY OF LAQUINTA HE SPANOS CORPORATION ORDER OF / I N \'a � n v) ,k-� /v v- II°00200L842811' 1:07L9232841: 876SC3imSOL8811'