Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
4443
I' Per validation this t constitutes an encroachment permit s CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) k _�/j Uj CA, �-/\- For the construction pf 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: Auftust 18, 2005 - Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Washington St. between Hwv 111 and Simon Dr. TY, 31348 Point Happy Estates (Street address or Description of Location) PURPOSE OF CONSTRUCTION Street Improvements and Sketch (attach construction plans if appropriate) traffic signal installation. tic Fcrete 84,930.50 + DESCRIPTION OF CONSTRUCTION Demo of existing curbs Traffic 210,327 + and medians, reconstruct curbs & medians, trench Asphalt 284,935 for and install traffic signal, re -nave Street & re -stripe 580,193 DIMENSION OF INSTALLATION OR REMOVAL See elan e SIZE OF EXCAVATION, IF NEEDED see elan APPROXIMATE TIME WHEN WORK WILL BEGIN TBD APPROXIMATE TIME OF COMPLETION 30 davq from otprt ESTIMATED CONSTRUCTION COST $ 580,193.00 (Sea -,ntn) (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvement ), In consideration of the granting of this permit, the applicant hereb rae Concrete wiii De none oy Arenuieta Concrete. *Traffic Signal will be done by Sierra Pacific Electrical Contracting *Asphalt will be done by Palm Canyon Contractors w Indemnify,defend• and save the City, its authorized agents, officers, representatives and em to ee , sss Y, 9 P P Y F{�'Q,�Ktp kveingr�an�'y�and II penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage'to perrsoTas or prop rty 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 Point Happy Rauch 78370 Hwy I11 #1200 LQ 771-1755; Dave Smoley 771--3345 Name of Applicant (please print) Business Address Telephone No. Palm Canyon Contractor's PO Box 656 Yucaipa 92399 (909) 307-6101 Name of Contractor and Job Foreman Business Address Telephone No. 823760 3062 Contractor's License No. City Business License No. Axis Specialty Insurance ALP710561-04 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 17,410.00 Permit Fee 100.00 Penalty As -built Dep 1,000.00 Cash Deposit -Surety Bond if required 18131%UTAL: $ 18 510.00 Receipt No. Received by Date ,M 4443 PERMIT VALIDATION PERMIT N0�434443 DATE APPROVED ^i ` EXPIRATION DATE ✓' (' DATE ISSUED Y Administrative Authority Recorded by 11 Telephone: (760) 777-7075 l MILES AVE. (REDUCED TO FIT) z�y NO SCAL WASHINGTON ST. p C:;1C=v-- P� O © pQdpC�oC7e� C=C;QC=aC= �p 1- c5 y 600 FT 500 FT �►L] C-20 (RT) FT r AWA 1T 7 C-23 C�WORK AHEAC `CLOSED BUS 2� C7C7CCJ===C==C704CC7C- =0 a 4, q CHANNEL DR. BUS___ R49(n STOP [O?NL]YSEE NOTE 7 HWY. III C-17 l \ `A .f C-23 .` � 1 r UJepool �� SIMON DR. {USE{ :WORK' NEXT °�rr : ao = a ._ avo4�o _ .► - - - C-SO /��N LANE + XWSE o \-E7aSTINe BEER SEE NOTE 5 & 6 HUNTER ROAD NCr tE CLOSED � j /� C-AD �� JI B � �� POST V HOURS ItlGNt 1ANE� ti A CHANGEABLE MESSAGE SIGN SHALL BE _ f �r POSTED AT LEAST 48 IN ADVANCE OF CLOSURE CWROAD ORK►. b ,� _� IN ADVANCE STATING "MAJOR CONST. WASHINGTON & FZ C-23 HWY. 111 DATE AND TIME EXPECT DELAYS WCLOSED POST 500 FT NORTH OF CLOEDUSE ALTERNATE ROUTE. WILL BE LOCATED IN FlanTHE C-20 RT. LANE THE UNUSED BUS STOP SOUTH OF MILES AHEAD NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M U TC D) 2003AND THE 2003 M.U.TC.D. By Date Speed umft CALIFORNIA SUPPLEMENT. ALL TRAFFIC CONTROL DEVICES SHALL BE RETROREFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. Apt 2 TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF 50 LAQUINTA REPRESENTATIVE. ProledNeme 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. Install StorTT1 Drain Line for Point Happy Estates 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WI DTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. McCOnfttor TraftconudContracmr 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. ALL BUSINESSES IN THE VON'S CENTER SHALL BE NOTIFIED AT LEAST 1 WEEK IN ADVANCE THAT THE WASHINGTON ST. DRIVEWAY Madison Development Tops N Barricades, Inc. WILL BE CLOSED. THEY WILL STILL HAVE 2 DRIVEWAYS ON HWY. 111 FOR ACCESS BUT WORK SHOULD BE PREFORMED I N A MAN NERAS TO LEAST IMPACT THEIR BUSINESS. Plane Repred By Based onste m 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS TRENCH COVERED WITH STEEL (800)852-TOPS Ron Fifield CALTRANS T-10 PLATES, BUMP SIGNS POSTED AND RETURNED TO NORMAL. THIS WORK WILL BE PREFORM EDAT NIGHT, DURING HOURS SET FORTH BY THE CITY OF LA QUINTAAND AGREED UPON BY THE SHOPPING CENTER 7. THE SUNBUS SHOULD BE OFF DUTY WHEN THIS WORK IS PREFORMED AT NIGHT. IF THE WORK HOURS CONFLICT WITH THE BUS SCHEDULE THEN THE CONTRACTOR SHALLASK THE SUNBUS TO CLOSE THIS Staet umber Date PertNtNumber STOP PROBABLY JUST THE LAST SCHEDULED STOP.) 1 7/13/05 To Be Issued on Approval r N•- �� _ HIWY SIMON`DR. P .�• NO SCAL- r C-17 d , *17 : .. , ,� =�'JQ- ;;•� . � ; .... , Y,,., ,I -BUS 25 4 ASHINGTON ST. 23 . s _ , •Bus - r . a o ' -STOP,.`,,� g _ ONLY c 20 (R .�+.'W SEE NOTE 7, = T oosnHo . `SEE 'NOTE5&6: - 0o Fr _ CHANNEL DR. " BEER 62 w ROAD S' HUNTER CLOSED W 0s® :t ' C-20 (RT) J - - A,CHANGEABLE MESSAGE SIGN _SHALLBEPOST 48 -POSTED AT LEAST 48 IN ADVA idOF CLOSURE IN ADVANCE HOURS, STATING,"MAJOR CONST: WASHINGTON & C-z' c-z .. HWY. 111 DATE AND TIME, EXPECT DELAYS"' EVJT ' POST 500 FT NORTH OF USE ALTERNATE ROUTE:" .WILL BE LOCATED IN "` CLOSED : THE C-20 RT. LANE �san THE UNUSED BUS STOP SOUTH OF MILES CLOSED AHEAD NOTES:'l1.'ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANU ON UNIFORM TRAFFIC CONTROL DEVICES' M.U.TC.D. 2003 AND THE 2003 M.U.TC D CALIFORNIA SUPPLEMENT .: ALL TRAFFIC CONTROL DEVICES SHALL BE RETROREFLECTIVE D ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS..- 2 ^DDfO eO osm s TRAFFIC CONTROL SHOWN HEREIN IS THE, MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF 50 LAQUINTA REPRESENTATNE: ftjodNmns 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS)AND MAINTAIN SAME IN,ACCORDANCE WITH TRAFFIC CONTROL PLANS., . Install Storm Drain Line for Point,Happy Estates 4.' CONTRACTOR SHALL MAINTAIN A MINIMUM l U tRAFFIC 'LANL'WIDTH AT ALL TIMES. ;THERE SHALL 'BE A MINI MUM 2 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC.LANE Co,mactor'_ TSIee CIWad C«msdor 5. ACCESS TO PRIVATE PROPERTY SHALLBE:MAINTAINED AT ALL TIMES. ALL BUSINESSES IN THEVON'S CENTER SHALL BE NOTIFIED AT LEAST LWEEK IN ADVANCE THAT THE WASHINGTON ST. DRIVEWAY Madison Development, Tops, N`$arricades, Inc. -WILL BE CLOSED. THEY WILL STILL HAVE 2 DRIVEWAYS ON HWY. "111 FORACCESS BUT WORK SHOULD BE.PREFORMED IN A MANNERAS TO LEAST IMPACT THEIR BUSINESS:Ph" „prepared By Bowdon smndara 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS TRENCH COVERED WITH STEEL ' 852-TOPS CALTRANS T-10 PLATES, BUMP SIGNS POSTED AND RETURNED TO NORMAL. THIS WORK WILL BE PREFORMED AT NIGHT, DURING HOURS SET FORTH BY THE CITY OF LA OUINTA`AND AGREED UPON BY THE SHOPPING CENTER .�800) 1. Ron. Flfleld >7: THE:SUNBUS SHOULD BE OFF DUTY WHEN THIS WORK IS PREFORMED AT NIGHT. IF THE WORK HOURS CONFLICT WITH THE BUS SCHEDULE THEN THE CONTRACTOR SHALLASK THE SUNBUS.TO CLOSE THIS' °1" • . ` os�Pwffd {11R1D8r STOP (PROBABLY JUST THE LAST SCHEDULED STOP.) 1.; 7/13/05 To Be Issued on Approval m Z�w NO SCA DR. BUS am� 4MCo� ���sman� a m a dada OO �l�A,O� aoar�aa G�O4 .2 �. 7 Ca�G �d=C:�6 C== adC d4O =Q o! -a OMMI CM CSR v ap C*1 'e o XM=Tea ma r=4= o �� 50 FT 500 FT It= 500 FT SIMON DR. HWY. III OdddOdCavG 1-1�gc��1�� o C F--,, RKA Q 1-1'1 11 �11 J F 1 l� vai�a occ` 1=1 y ac C a�aG7 pva'T Qd4 Ill INA;-=- C-20 (LT) C-20 yA /LEFTIME_ /_LffT AVE. 47 THIS SIGN SHALL STAY IN PLACE U tv UNTIL THE NEW TRAFFIC SIGNAL ONLY S OPERATIONAL �J d Q CZ=Z=' pG�ppp vo PG'p C? pv p cv p ppa G G�p� G'� p r� o o--1.--� \ �q=2 �c 1L'1'ngnL JL 1 J121'1� 11 JLj- ��p���aa� 0:!* R1 �poG'' Gappc vp » 77 11' l��'��a 05 C- 3 ROAD �WORK� - CI�DSE�'% CAMEO PALMS c-2o (LT) C-20 T) OR I'NEr / anLv LER , 4 C-23 l� os® AKEAD ' ,AHEAD, = C-23 THIS LEFT TURN LANE SHOULD BE LEFT OPEN ROAD WHEN NO WORK IS BE DONE IN IT. AT SOME POINT RK K THE LANE WILL BE CLOSED 24 HOURS A DAY DUE \� TO COMPLETE PAVEMENT & BASE REMOVAL. ALL TRENCH IN EXCESS OF 2" SHALL HAVE OPEN TRENCH SIGNS ON BARRICADES WITH FLASHERS PLACED AROUND THEM OVERNIGHT. NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2003 AND THE 2003 M.U.T.C.D. CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THE S/B RIGHT LANE CLOSURE SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL UNLESS AN 11' WIDE LANE IS NOT AVAILABLE DUE TO REMOVAL OF EXISTING PAVEMENT. IF THAT IS THE CASE THEN THE CITY OF LA QUINTA WILL NEED TO APPROVE FOR TRAFFIC CONTROL TO BE LEFT IN PLACE OVERNIGHT. IF LEFT OVERNIGHT ALL TRAFFIC CONTROL EQUIPMENT SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. THE SIB RIGHT TURN POCKET CLOSURE SHALL BE LEFT UP 24 HOURS A DAY UNTIL WORK IS COMPLETE. HIG pC=1--aQp AND PALMS THIS PLAN IS FOR THE MEDIAN IMPROVEMENTS ADS BY LIM Speed m—ft 50 Street Improvements for Point Happy Estates Pdme Conft= Traft Corft Conuaft Madison Development Tops N Barricades, Inc. Ph" ftpamd By Based on ste OM (800)852-TOPS Ron Fifield CALTRANS T-11 2 OF 3 6/23/05 To Be Issued on Approval 11 `��, �' t. ' . 2 .� , '. r ' � � � i � 1 r y. .. � .. ,� '� . _ � M _ ,� .. ,� ;,� �- b ` � .. , l + �}) _ I � • � 1. _ ' .� � t - Y. i_ 1 HWY. III NO SCAL CHANNEL DR. P—m BUS oo �c�oc �ac�atoov� a+oo - C a �a qnc r �.� C7 Z Ca CEF �v�ovab ove oao�� �a CAP OD 00 =PC= I ®t m 0 cmw I= e71. ®n Coot a SIMON DR. w � �CLAN IAS Q. d�vo�voovools�cg 1.:.�- a J C= oc� a mC=C=C=C= C=GC C= OC» war papgo�rvo�� � C-23 ONLY w c-zo cRn _ c.20can AVE. 47 'Ak THIS SIGN SHALL STAY IN PLACE UNTIL THE NEW TRAFFIC SIGNAL IQ nOCOATInIIAI 1 o � Opp app�=top co a©GC* PPC© �3oov p C O== C= � THIS SIGN SHALL STAY IN P UNTIL THE NEW TRAFFIC SI1 CAMEO PALMS spa a NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M U.T.C.D.) 2003 AND THE 2003 M.U.T.C.D. CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. -THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THE SIB RIGHT LANE CLOSURE SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL UNLESS AN 11' WIDE LANE IS NOT AVAILABLE DUE TO REMOVAL OF EXISTING PAVEMENT. IF THAT IS THE CASE THEN THE CITY OF LA QUINTA WILL NEED TO APPROVE FOR TRAFFIC CONTROL TO BE LEFT IN PLACE OVERNIGHT. IF LEFT OVERNIGHT ALL TRAFFIC CONTROL EQUIPMENT SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH s� G7 C C7 C� �C= T HIGHLAND PALMS C42o vv THIS PLAN IS FOR THE TRAFFIC SI EASTSIDE IMPROVEMENTS 50 Street Improvements for Point Happy Estates Madison Development Tops N Barricades Inc. Phm p„p¢rW By Bawd on SWrdaM (800)852-TOPS Ron Fifield CALTRANS T-11 3 OF 3 6/23/05 To Be Issued on Approval nS I wti NOTE: With proper validation this form constitutes an 'CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROAGMMtNT_):... For the construction of public or private curbs, driveways, pavements, sidevualks; pal ki.- "lots, sewers, water mains and other like public works improvements in connection with MINOR t-MPR-OVENI•ENT'S and APPROVED SUBDIVISIONS �� Sub divisIon Improvement Permit — Class III DATE: -� - - `; Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION W�cGyl�lrll�Ttgl�l= tz'1�V E t�N �II,�f I I) �I MDi� D6Z. M 313 4-7 ,mo (Street address oe Description of Location) 05 PURPOSE OF CONSTRUCTION DESCRIPTION OF.CONSTRUCTION DIMENSION OF INSTALLATION. OR R SIZE OF EXCAVATION, IF Sketch (attach construction plans if appropriate) JUL 1 3 2005 APPROXIMATE..T..IM`� WIR-LN;;NORK,WILL BEGIN APPROXIMATE-TIME'OF COMPLETION + _ �8� (13 ESTIMATED GO.NST'RUCTIQN COST $ S't�93v.5� �- ZIo�3Z7 Z$H )935 (Inch+ding removal: bf all i3.b'struction, material;,,�nd'deb't.is, fi -ckfilling, com- paction'' -.and 'placing permanent resurfacing arid/Qr.• replacing emprotiements) In conside''ration of the granting of this petmif, thk applicant hereby agrees to: IndemnifV.,'defend and save the City, its apthorized age4ts, officers, representatives and employees, harmless from and against any and all penaities'liabilities or loss resulting from `Flaims...of court action and arising out of any accident, loss or damage to persons or property hppperi'ing or occurring as a proximate result., of any work undertaken under the permit granted pursuant to this application. 's f .otify the Administrative Authority at least tweitfy-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 ��5 .o�e� —771 �3 --fC:,101' 1/% 14atr./ .1 f 1 -: - /7.r1--7 1 L e ., -r,a A n i•-f.t: [C— e of�SQ'pplicant ( leaLse pLrint) r� c r� Business Address Telephone No. vnl.CL11%4 �-, .,.l�ru.c\ti?J'> F0 Vox 656 j 1 UCa� x_, CP' 9Z39S. Cq�`�) �07._:6101 t-YAL ( crin lr4A IIr-K_--7 =:21 --3I/A IL, 12I: Fj, c c1A1.1171 [0.4 fS ` �-i��a�� ► -r �,, Name of Contractor and Job Foreman Business Address 'Telephone No. Contractor's License No., City Business License No. Applicant's Insurance Company Policy 'Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs k lE Private improvements: 370 of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule / Inspection Fee $ y • O V - -- --�� '" -' PEF MIT'VALIDATION Permit Fee 100, DJ I PERMIT NO. Il 9 LA Penalty �0O.o� •-. .. Ire �- Qua �� I TOTAL:. $--L.1.�.1_O • (% L7 Receipt No. Received by Date Recorded by DATE APPROVED EXPIRATION DATE DATE ISSUED By Administrative Authority Telephone: (760) 777-7075 . ; �: _ ' �_ , . - ' "" ? .`•� k A: = .. , c Canyon Co,, ro % a � General Engineering UcaMe V75MOS I V CONTRACT/PROPOSAL DATE PROPOSAL NO. P.O. Box 658 8/12/2005 1864 Yucaipa, CA 92399 NAME/ADDRESS MADISON DEV. LLC ATTN DAVE SMOLEY WASHINGTON & HW-111 LA. QUINTA, CA. PHONE # 760-771-1755 FAX# 760-771-0202 I JOB LOCATION I POINT HAPPY RANCH - LA. QUINTA TERMS I Due upon receipt of invoice. DESCRIPTION I TOTAL ASPHALT PAVING 1. Sawcut existing asphalt as per plans 2' wide approx. 1200 If 10300.00 2. Remove existing asphalt at sawcut edge and as per plans ( 12" deep) , haul all material to 14,510.00 dump site , approx. 10,748 sf @ $1.35 per sf 3, Provide traffic control per city standards 2,500,00 4. Fine grade OFFSITE street areas to be paved and "BASE " pave with 3" asphalt thickness over 37,862.00 8' base material on approx. 16,180 sf @ $ 2.34 per sf 5. Fine grade all ONSITE interior streets to be paved and " BASE" pave with 2" asphalt thickness 164,363.00 over 4.5" base material on approx. 132,550 sf (M $ 1.24 per sf 6. Apply weedkiller to subgrade , If requested 0 $ .022 per sf on approx. 148,730 sf = $ 3273.00 7. Cap interior & offsite street with .10' asphaft thickness on approx. 148,730 sf @ .433 per sf 64.400.00 excludes street cleaning) 8. Fog seal all new asphalt , if requested on approx. 148,730 sf a $ .052 per sf , BID EXCLUDES%. STREET CLEANING & RESIDENT NOTICES NOTES Tests, Permits, Engineering, Water & Meter, Staking ,surety bonds , soils testing by others Subgrade to be +1- , 50' , no import / export of dirt included, DIRT TO BALANCE BETWEEN CURBS Bid based on 2 move in, ADDITIONAL PAVING DAY MOVE INS @ $ 5800.00 PER ADDITIONAL MOVE IN, if requested Additional work not related to existing contract to be done on T&M plus 15% overhead, if requested Contractor to raise all utilities to grade Bid based on Field measurements per unit prices as per plans & specifications ,NO LUMP SUM CONTRACTS, REDUCTION of work area quanitles will effect unit prices PCC REPRESENTATIVE I \ ,._ I TOTAL Acceptance of Proposal: I/We accept this proposal and agree to payr the said amount in accordance with the terms set forth, SIGNATURE Page 1 PHONE (AO®)307-0101 FAX OMP35-0433 TO 39Vd NOANdO I^I-ldd. CEPOS66606 6b:ET S00Z/ST/80 w .. ..Garyon Co�f� d �o P.O. Box 655 General Engineering CA Yucaipa, CA 92399 �mro. r�eeoos . NAME/ADDRESS MADISON DEV. LLC ATTN DAVE SMOLEY WASHINGTON & HW-111 LA. QUINTA, CA. PHONE # 660-771-1711 _ LFAX� 760-771-0202 —A CONTRACT/PROPOSAL DATE PROPOSAL NO. 8/12/2005 1864 JOB LOCATION POINT HAPPY RANCH - LA. QUINTA TERMS Due upon receipt of Invoice. ' DESCRIPTION TOTAL Asphalt material prices good thru 10.2005,.prices can NOT be guarenteed or held after that date due to the economical conditions which are beyond our control. ALL MATERIAL PRICES INCREASES TO BE PAID BY DEVELOPER Bid as per unapproved plans, changes to scope of work will be done op T&M plus 15% basis, if necessary Bid exclude concrete backfllling , weedkiller , prime coat , Ac / Concrete removals , handeling of hazarous materials, trench removal & paving , utility adjustments, Ac grinding BID BASED ON THE AVAILABILITY OF ASPHALT & BASE MATERIAL, DUE TO THE HIGH DEMAND, MATERIAL & TRUCKING HAS BECOME VERY DIFFICULT TO CONTROL. PCC REPRESENTATIVE�� TOTAL $284,935.00 Acceptance of proposal: Me ac�c pt this proposal and agree to pay the said amount in accordance with the terms set forth. SIGNATURE Page 2 PHONE (909)307.8101 FAX (909)335-0433 Z0 39VJ NOANdO VnVd ££b0S££606 60:£1 900Z/9T/80 • �� Corporate Office t �, - ,' 9924 Fax "3 (760) Fax`(760 200 4520 200 4 � • ♦ Y x �617 d ' • .I'1{3' R7-e- F f ��� i f`T17, 1 � T`t'{ � • - • - . s � �" Dale Isaacson Grading � Utilitres • - ger:St S?' �V Surfe'700 Palm ��� '�Concrefe: Desert Paving j ,.. � r � y � • - _ _ - {4 _ ...._ - - ._.:� _�.-, a. z CA.9'221 1 r- '.�,�, ; - _ - • - i .. . '^ , _ { { ~ - ... • • by ._ r .. • -. .. r • `• , - .{ CJ �`�L'J" ! GYJ CIJ 1J. U:J f OVJY:JGL LJ ARCHULETA CONCRETE 79-607 Country Club Ste 1 Bermuda) Dunes, CA 92201 Fm-w4m Fix U6 1223 LM. No 972096 Date: 2-.May-06 PROPOSAL#.: 115JC sLams T9 To: Consolidated ATT: Dave Smoley Fait 771.4431 PROJECT NAME: The Estates At Happy Point Tract 31346 LOCATION- Washington Street SCOPE OF WORK: ; Street improvements CONTRACT Job No. CS V% ("f C� Sawcut AC - — - 1251 V $ 3.60 p/If $ 4.378.50 Remove Edsiting AC & AS Pavement 1074$ SF $ 2.75 ptsf $ 29,067.00 Remove F.acislfing Curb 331 LF $ 16.00 piff $ 12,465,00 Remove ExWing Crass Gutter 366 SP $ 6.60 plaf 3 2.379.00 Remove patWing Curb & Gutter 588 LF $ 20.00 plff $ 11,750.O9 Remove Sidewalk 1873 SF $ 4.00 p/sf $ 7,492.00 Remove Driveway 281 SF 5.00 plat' $ 1,405.00 sq$ 8" Curb & Gutter 409 LF $ 22.00 pllf $ 8,998,00 Curb & Gutter transition, 6° To $" 43 LF S 22.00 p/lf $ 946.00 f3'F,43a.�a Median Curb 370 LF $ 16.00 piff S 6,550.00 Onsfte $ - $ - 6" Curb & Gutter 7930 LF $ 9.76 pllf ; 77,317.60 e" Median Curb 3SO LF $ 11.50 •p/if ; 4,026.00 Cross Gutter 800 SF $ 6.60 p/sff $ 5,200.00 Sawcut & Remove Curb & Gutter 1110 LF $ 20.00 pAf $ 22,200.00 Option Grading Subgrade & Compaction $ - $ - Curb & Gutter, 8339 V $ 1.00 pnf $ 8,339.00 Median Cuib 720 LF $ 1.00 p/if $ 720.00 Cross Gutter Includes base 800 SF $ 3.50 p/af ; 2,800.00 Notes : Exclude Onefite Flat Work DETAIL. STIPULATIONS: 1) Grade to be Within A (One Tehth of One Foot) 2) Bultder to thoroughly wet area during ALL opeeattons 3) Additional Mave4ns to be $1,500.00 era 4) Sub9mcle to be Fwe of docks instate: / Page 1 of 2 Hr"uMiL.G I H k.+LJIYVrRG 1 G ARCHULETA CONCRETE 72407 Coon" Club Ste 1 Bermuda Danes, CA 92201 (74M"469722 FVK 304= Lk. No GMG0 contfmSOOr Sub Conbadw PROPOSAL # ; 119JC This Proposal will be for the terms and conditions set forth below at Indio, CalifaMia CONTRACT PRICE: 1) Scope of work will be performed for a contract sum of: 2), Subject to any authorized change orders PAYMENT TERMS: 1) Monthly Progress Payments 2) Any payrr►ent disputes to be settled by binding arbitration of both parties. GENERAL, STIPULATIONS AND EXCLUSIONS: 1) Engineering by others 2) No Traffic control or Barricades 3) Permits, Fees, and licenses by others 4) Water and power to be positioned and supplied by others 6) Solis or Conarete testing by others if Required 6) Underground utilities to be Identified or moved by others 7) Not responsible for unmarked underground utilities 8) Rough Grade and Compaction by Others 9) Base under Concrete By Others 10) -No import or export of fill materials 11) Proposal malt be withdrawn within 30 days if not ac oWpted 12) scheduling contingent upon labor. materials and weather 13) Performance bond not included 14) Service change of 1.5% per month added to past due oocounts 151 Signed; Faxed copy of proposal required for work to begin 16) Project to ibex field measured at completion for final involve 17) Contractor will notifty Archuleta Concrete Construction Co., Inc. in writing by cettified moil of any change of ownership of the project and/or premises. Is) Excludes Prevailing Wages WARRANTIES; 1) 2) 3) 4) ACCEPTANCE: 1) 2) 3) Submitted by: Accepted by: IrMe ano hate 1 year warranty of workmanship from date of completion Warranty of all materials responsibility of material supplier Will not waminty concrete against said chloride erosion Will not waminty concrete against cracking due to ground movement CONTRACT Job No. 9 205,632.00 The undersigned agrees to the scope of work, payment terms, contract prices, general stipulations, detail stipulations, and exclusions as defined In this proposal. Prices good for 30 days from date of quotation, Does not Include Concrete Increases After Todays Date. Uwe agree to pay all court cost, and responsible attorneys fees if it becomes necessary to enforce collection or file suit. Tommy L, Arrchuleta Jr. Cell (790)2754193 Must be aigreed by Owner or Corp., onreer. I Pant fuN nenne $19% Inlllals 1 GatMraat�r I sub Contactor Page 2 of 2 9 Sierra Pacific Electrical Contracting 2542 Avalon Street Riverside, Co. 925N Ph: 951/784-1410 License #264048 C-10 Fax: 951/784-4489 Alt Fax: 951/784-3558 Revised Change Order Request Quote #:MadisonbevLQ062405 We: June 24, 2005 Our Job #4630 Name: Madison Dev. Attn: Brad Address:78 370 Hwy 111 Ste 200 Phone, 760/457 - 6381 La Quinta. Ca, 92253 Fax: 760/771-0202 Job Address: Washington A Simon, La Quinta Copy The undersigned agrees to furnish and provide necessary labor, materials, tools implements, and applications to do, perform and complete in a good workmanlike manner the following: Request for change order per the approved plans Changed conduit sizes ruts 3 A 5 from 3" to 31" Run #4 from 1-3" to 2-3" conduit Run #7 from 2" to 3" conduit Run 8 & 9 from 2-3" to 2-4" conduits Change traffic signal conductors to cable Additional signing and striping on approved plank. Original Bid: $200.464,00 Total Increase $ 9,863.00 All the above work to be completed for the sum of: $9,863.00 Nine Thousand Eight Hundred Sixty Threc Dollars and no cents. Any alterations or deviations from the above, involving extra cost of material or labor, will be executed only on written orders and will become an extra charge over the sum mentioned above. All agreements must be in writing. In the event that it becomes necessary to institute suit or to employ an attorney to collect any payment or payments due the undersigned for labor or materials furnished under this agreement or any modification thereof, then you shall be liable to the undersigned for court costs and attorneys fees- Said attorney's fees shall be in amount equal to one-third of the amount for which recovery is prayed. Terms of payment shall be as follows: Progressive _ This proposal is void if not accepted within Thirty days Respectfully submittec By: Gil Loop, Estimator Acceptance You are hereby authorized to furnish all materials and labor required to complete the work mentioned in thi above proposal for which we agree to pay the amount mentioned in said proposal and in accordance with the terms thereof. Accepted and Authorized by Date: _ Signed: 4 .. 4 CITY OF LA ,QUINTA , PUBLIC WORKS DEPARTMENT FACSIMILE TRANSMITTAL SHEET O: ED ALDERSON POINT HAPPY RANCH, LLC FAX: 760- 771- 0202 ITEM: WASHINGTON STREET PERMIT COST FROM:. DATE: WEDNESDAY, AnthonyColarossi, " AUGUST 17, 2005 Assistant Engineer I As you requested, here is the cost of .the Washington Street &Signal Permit. If you have any questions, please let me know. Thanks, Tony 4 t ANTHONY COLAROSSI, ASSISTANT ENGINEER I TELEPHONE: 760 777 7089 FAX: 760 777 7155 yti Y . NOTE: With proper validation this form constitutes an CITY OF ' LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCR For the construction of public or. private curbs, driveways, paver and other like public works improvements in connection with MINOR DATE: LOCATION OF CONSTRUCTION —I (Street address of Description of Location) 0 5t \< PURPOSE OF CONSTRUCTION 11ki DESCRIPTION OF.CONSTRUCTION. L DIMENSION OF INSTALLATION. OR SIZE OF EXCAVATIOjd IF N)EE,pEQ APPROXIMATE TIME W14£NAVORK' APPROXI ESTIMAT (Including r�movapbf all 4bstruction, materials,4nd'debtis, bilukfilling, com- n\ancl `placing permanent resurfacing acid/gr, rep} acingynpib4ments) ysideration of the granting of. this pe(mi{, th@. applii:anUhereby agrees to: Irtdemnify.'defend and save the City, its authO ized.'agepts, officers, representatives and, employees, harmless from and against any and all penilkieVliabilities or loss resulting from `Flaim's.af cobrt action and arising.out of any accident, loss or damage to persons or property hpbpening or occurring as a proximate result. f any 14rk undertaken under the permit granted pursuant to this application. LL BEGIN j lots, sewers, water mains APPROVED SUBDIVISIONS n Improvement Permit —Class I I I nor Improvement Permit Class IV � PS No 0509 6 0,507-7 Sketch (attach construction plans if appropriate) IfAE'9F COMPLETION Sf RUCTION COST $ fir' F;- 130-50-t-TCI 3 2005 i' 1 21or3a*7 + Z8H)935 = 580,t13 I'ptify the Administrative Authority at least tw€h'fy-four 124) 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 —7 J1 —3) ( 5 '( )?1n0 wlJ (} l r ?.LY/ LI Q ,.UETEA ,A I:1-'le� -1"11 ofA pplicant ( le@se rent) ggslness Address Telephone No. (� .yo �1�ot r� PO Do- 656 i YUc- -4'r . * 9L39S (109) 307 -.6101 tY�L Ll7n r rwr.71:I_eil�,{1 �wLl n lo� Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No., City Business License No. Applicant's Insurance' Company 1 -! Policy umber FEES: . Subdivision Improvement Permit Class III fE>✓\�S, Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 17, q 1 L %� PERMIT VALIDATION Permit Fee 100.0o LIL' Li PERMIT NO. - Penalty DATE APPROVED ire • 00o.00 EXPIRATION DATE TOTAL: DATE ISSUED Receipt No. By Received by Date Administrative Authority.. Recorded by Telephone: (760) 777-7075 Exhibit A OFF -SITE SECURITY — TRACT MAP NO. 31348 Improvements esignated as "Participatory" have been or will be constructed by others. Security for Participatory Improvements shall remain in place indefinitely until called upon or released by City. Monumentation security shall guarantee performance of or payment for the work and shall be utilized or released as specified in Chapter 4, Article 9 of the Subdivision Map Act. As elements of the work are completed, Subdivider. may request a maximum of two partial releases of performance security. Partial releases shall be for not less than ten percent (100/6) of the total performance security for the tract and shall not reduce total performance security below the amount necessary to complete the Improvements plus ten percent (10%) of the original amount. Partial releases of performance security will be evaluated and may be granted, in whole or in part, by the City Engineer. Requests for partial releases, setting forth in detail the amount of work completed and the value thereof, shall be made in writing to the City Engineer. Labor & materials security shall remain in place until 90 days after all required tract improvements are complete and accepted by the City Council. Improvement Description Performance Labor & Materials Street Improvements oc $ $ 41,680 144,000 $ $ 41,680 144,000 Retaining Wall Landscape & Irrigation Access Gate $ $ $ 147,000 12,600 5,000 $ $ $ 147,000 12,600 5,000 8' Wide Meandering Sidewalk 50% of Traffic Signal & Appurtances (1) $ $ 18,000 115,000 $ $ 18,000 115,000 Totals $ 483,280 $ 483,280 Standard 10% Contingency Total Construction Cost $ $ 48,328 531,608 $ $ 48,328 531,608 Professional .Fees, Design 2% $ 10,632 $ 10,632 Professional Fees, Const'10% $ 53,161 $ 53,161 No Plans Contingency 10% $ 53,161 $ 53,161 Bond Amount $ 648,562 $ 648,562 The developer shall pay 100% for the design and construction of the traffic signal: At the completion and final city acceptance, the City will reimburse the developer 50% the cost for the design and construction of the traffic signal. TAProject Development Division\Development Projects\Agreements\SIA\SIAs in Progress\The Estates TM31348\0FFSITE_2_SIA.doc 8of8 i� Y � In the City of La .Quinta, County of Riverside, State -of California GENEM NL aOa ]xxE E WF w xigmuiE wm M Suam wMe y M aw Off -.Site Street Improvement Plan SIGNAL AT SIMON DR POINT SITE or u aYxu uo ra sWmvm sPmGme ma w91c aam mraWY:IuI POINT HAPPY WAY AND OFF VEM IAmsr PTIYI •1m M aw 6 4 gp1A wuwm wlle. OwC ]YPKi SI. Mo1. • - w IA>m GRADING NOTES ( SIGNING AND STRIPING IMPROVEMENTS irt sxul E ra wszasmm a ra I� ax mlminan m The Estates At Point Happy PER SEPARATE SE - CITY OF, - PRT M an m u auw1A wnlc aama EP Wn M raravm , LA OUINTA PLAN SET N0. Q,�QZZ /# rooms nor ro a wsPa®IE rtn ararrclorP ma1IUIW Fn uE araarlr z .rlw ¢toot Palem aunm swE E SWerm ro. rawrn a ... PAWECT SIIEJ IxYaxxmrrlE mxume a.aa M 1>rt y Wrelailw •wwla mn ,� r m M mrto¢ e+rz m •] n¢nnomm W M saes mow. SHEET INDEX: - w� Tract No. 31348 a M vNaaY aI um ru 9a4 9lxl E xP. . o sxru E M Emoamm a M oEvaaw3l a WrP�c ar; .swr m - SHEET i -COVER SHEET ira cuYaur• IaPlRlenrt a nuYSPan•mr (aErnllsl uµ on •norow ]. rm swu a Wwinm W • rom.n or rml mur.Y odsm ra P9rI rm •,• aaa w9lmm anra ra U•rz Imn m T. •Klx sRmcollore •rm M .AWE uonlor® saes raaw. w mramwmv•]mnmm sxKruaroaBrw ul meets As maw®w M aw a u a.rt. a a assw' aa2mP wuam aEwWxaralswwlnum E " anweoNu•.yva z BrFIDrEl raE SHEET 2-WASTON STREET - STA. 140+49. STA. 148+21.73 "-To AWa$hangton Street SHEET 3 -SINGING 14c m �^59 PALMS - STA. 9+99.65 TO STA. 11+04.51 Nn.a �or an w ru slur¢ ra 1ewnN slat a swu swu E �MmoMNL al slue Fmr M ow p0c aaaa omlmlmn a rum � WASHINCTON ST. (FRONTAGE) - auarm. emmam a ar nrrc .xo Oor was[ s ooralmresur •i pW) m-roxs Nor b xoue weox ro n[aurmm rmcnmxs , r. ul rus sxaE E caw•cna m • rvmr a xoam (W) room PARCH MAP NO. 1902D'-_„ 1 STA. 10+11.16 TO STA. 11+67.17 ylCIN" MAP a M laulue a Pm rc ummcmam uwEs ua 5]mYrl N rw KPFaurz m wrnw ¢Sort a oflwrwm w M IrraN aaWm WOE srcWrr ara na raIIY]elw sxul mom¢ M Urct uau*w y wz aewro W enwNm u KPmm w ra aw rrmr®E Ina Oomn _ SHEET 4 _WASHINGTON STREET PRECISE GRADING PLAN utins�� mra3lmm aaeE •o®ro �. ICE ran, slid E onooem N Iommexy nnr M uraN wnwm WE FOR MEANDERING SIDEWALK v m rw No ul aorta awW wan E oa'w9wm w ws r•aa¢ m P•cllr laurz um ¢Wox ]oal a mawm. N mo .m er M aw ormm[ . . laaax Nw um w worn - ,n ul mar scnna ua loalnc M urman smut o r Ac. N • < : i -'� I`ar ` STA. 143+61.87 TO STA. 149+67.82 M awE E �� M m,aw �,�n an ova .s aalsrm Aa_ uunoxu WE rzwls) 9nl E Ewao SHEET 5 -STREET, SECTIONS OWNER /DEVELOPER 'rmOGtlox W I11 muulaw, rueac Nm aWE SLxS. Ma naryr = m OE EZ Ourr sRMM NEWaYOrR. M - 1 E t r� .. . WY Pmm Beal uvwM M rwl mar 4CMa • I ] 1 ' d 1 J(l`'AND STAPNO NOTES MADISON DEVELOPMENT. LLC a Sr1aT rl•YE SmxS Nm max ¢worn score. M[ Nm IOGrw 9Wl E „ M Ow ol4vml au mta WR IRlar M IEua Slam T ). 1 '' '••. ( i n. , •wRo.ID BY M aw OrPrmt tmrR mwr, In9me um P•wnlr wemK SFclmre MEn 9lyrlru a'r v]i (tF51E tax wwrtn aEDw2 r11.'RM NmWxLOipG.i1mlaxn S9Wuusl ExLw Kawa'}nm4D IBIDr lMrm W91TR.OtYOIl�Ormtinlrs G BMw WNa 1L IOGllox9 6 mD orlr9w laR SWLL � yroeum w M SOL - - •' 1 i I , �Mapw MrirgN6wMM4 mr rNw wm ICr®Y mrmaE rw0K@r mIa.vE9rOP„4] rH3 rt1®>4, •wr. gY 1MI 9AN CORGONROADRANCHO CA 92270 (780) 099118 (780) 933 -00R0 FAX , rmlm a ni woe, a moor Olmc ammlilaE RweN Irm mlveonn Paaam m •rwum wsr •OUrT um avu E syraCrt w iKnx •n ]e , r t srvu E OOra sr • � or Or uxn con w aac Ina enw ]sae¢ wezartu um wwrx w•mmrt ro wmu �umc asrNo 0 TRACT NO. 22900 I T: 'I•g i na rn w • Met Pwnr Nnwl M ooenwrt vrHw o M Wmaars a • uwr® wet 9mavor. oar. ru vuaa ranw N wrAs E • aaya wsya y SRaAt _ _ _ oroNim •' MSE wAxi r WT sow anomn M EaEr .musm onl•:s slwl E N NKwa ro M rlomm ma�rlart suwrl¢ a i mawsxxn rrrcr M ¢mar ws¢wrc a naE wAre u ar9ullr uwmm ASSESSOR'S PARCEL NO.'S r Wr61N1.1 nl aPFRl1G6 KO wMOIYrE a' EaPUw rlllp ar[ wli YIE ]. M WrrilEiY1 mCer NO MiaaML wetw M SOi 41 WSIA r41PC BUi rm IMW W R9al Na b1C.Ol0a WTi MI SD a xlrw omrurr SIPu E qaW]® paY PYem M lra POaW➢ U ( - r - rPlU a M oE9G EVmOxl Slwl E eola[ w ra rarunm Wr-0IO.aW YAYIIFWI �� Or91nR rnul COrnuN M Imf 6 rnD 1l1lrla moos®. fAW lfS1 �� u= y. r.r \ 'll •�• WI-a51F010 61]-IA-Wx SxNl E mlyID wet M xrnma a OOIw1mm M N-wa InBlr. N `` ' 1 aaa 91uL E OOC N •WalmwS awl M SVlmrrm 5RW1GImre Iyt aaOe9 Iw ro N•Ra .iww lopr - IAGr ]pa IN ro WII N ax[nge SNo Wr4 a Omt lerc Irm SwVI E W xarza wA OOI lambaW w m as N rzw. summn xrlman ODmrr Ottml.wmx swu E lmomm ro-'''' a"* vox .awa marnlarmll. um] Easel. No waleoE WunT sulmum wAYz NOTE: war M Imw•cr' a M rvaonn oomr mrt.6 usm s. M rm TRACT NO. 9847 �4:? urEw mnaE xmrNr9 mOaaD ro AS M 5r•rmum ssEurma Nm WT ro SPIFr1mi ]a11e uyaY - rm3Y am Nr ro )W N �� . ' y •' ",' • • � r V scvoum wKs urea onto.¢ s0lm r ru PfsC mats uC rW0]E SirwGr eSa w ro s90 N ,. •IL uxOPaunm rraaa. a11X 4rzWu.S sou E w RIa rum - , M z ntYlt ma�a. a•® avOfN1 wmUK IPm 5Ka4 (0o1Pr PAwnll - SmRY OR116 for •mwI Wpm a OII1uE wI16 Flu SwVI E Ixm®im Illy K a slrm•rs a a RmVl rlalpli r®¢lW Iaon ro PAwK Wllowo ew Mw Wlim ro M rouwwl. "•C Ifmm). s]Wl a]Y0.T wIN M W6r EPIION E M rx1e.W5 SrNGIm wN6 . seww, um PmwE ca um lP l .:- No wumum SRwut BIKE s mmrlw mw®ro a ra wuc wIImIW 'BASIS OF BEARPIG mwm a•n aer E aivm Gav m ul om. xvo Nm arau - - d': SEE rtnulu sa no rwalm wKa _ ra O�Imax IIEv •] . tour y M auore OPPulrOre arNwm e ro E M rauL Mlls Ir4 6•aon mmw Ila M P�[a1 Wa U Si. (mplrrs7 M E.IwILs 9WYM uC B•sm UrOM I,w. ASxE a W1a m M 5.19ea1or V M WY Drim1. M9ml Swu rnlM NI WwaN SGRYM rxa M mri2El e S 9119E P P•VPlgr UII]mS swL w1W art-w1ED mNu Col aw re�ma N YAamclal sIICET lm{G mRIN OPIr{r a6tAS SZGIM SyumE Ian M Fo® 16L .Mi•ui I P m- JW! ro lu1¢ NaNworrs ran mrtN, a Oft Slpml art BY EWm E SmRVEY raED w WOK WB• PIa . E i. NL far6lwla'norl NCA4 9VAL E wpYOaY im]m •rm IOIIFD N la is RGWac anon xW, a aw slOn. - - • omums K S1R.icA w M Orr11E Or M CPMIY ICWialr. owaxauc wet M sum uxruE a rNaxm suK uoxrs un aCnETS ran u¢ y0at .ws ua xw run a ra wlnrm wwm. suml ron ` ~ u � � .. • . • . G•bIX couxlr, GEraPIa rtmaevlrt a Fla urox wW.•m. w amw ro PNwrz •xr x•rIAW. smuurz lrraWm mmI(]} u aonsWna wm¢rs tcnmrc rmE von rKE ,m+m wsl m]w • ]. M mnxnm a lasmr®t ro wE3an Sll owururol y � ,,, s: "TRACT XCi 2043-' , N^vrmAenmrt wuFvomrxs l swwmua®K raav1uN roWxramINPnmov9MoxsPmN.sExlre w seta an w SOUS EP1CaMEA CERTIFICATE xuuua Paurtun orovla Psauiul smm Gras) moor. Islaew•lu orazaaa r]cIIl6 ¢rem oorsllmcnW a suamtUn - .i -. sort scvmxm twruaa ernllm now m omY uaas ran mvmmrt raF+PEx19n' ra Wxm•naa roFp�unY worn ro r➢ul .•ylPrxa f w xuemK M U1mOt4Erao s9a5 ExmaDi (11tir16 iwT M ILa oYrmsvaEwaPoa ua myr®ro nE " rma m Far (xoB mK M auu a slaa aura¢ ruwlaz M Wxm•cIW ♦ c - RFaAia nth rxrmwG wAw AIm room rt ro E N sve- nEsamm Worms Wum ywrA). w®ua A -I"I rasa Pallrnmx wawnor Wxarl, w >�ay ra on .mu m, • meanEva ., _ i. ':. max sort¢ Nm xuemms swul E IPwav w 1F ears..nrl s3N]Iul COxPLLu10E wIx M lamxuOlOrnolrs Wrrtuxm w ' w.w IsvNv) IIm rmrmOnrlo PVw i0R M SnE M wrgWl Pallrlatn iL5 Omom m aFNaY oOmrelwrz IrC nYL lorw /aWrW. 6 M . -- , �ILaanrm w1Pa1 w aOM OaR um 9uu taoua ro 5¢IOw e{-z + . M c[o]Ea0Y11 FNGN[FRIKc nEPoIw Br ENtM Sr91D5 I6OVAS Perwlmx SYm9 e • wi4uL PrLC1W ro E011d1 rmx-PWrI SNIP¢ r�,6 _ 1.-. q ant1ID PNrwW mMY SPRs ]um W.vOm w Y •5 SAIDF M M SGrz SgwKYESr. rRE Me. 09W6-Ox: O]-W-ale G1E0 S�IELBFR _ Nurt•MiS aPn®w Smw uaA M rna WArI 6 KWOIOwW .vet Pram10 r' 3,••, •'• � errnl0/M SmiWYG � W M Sow aaa IRPAR WwPR Baum. - 0. @ImKiPi SWlI FRawE xrm O®I •rm der WrflWl ] 2a 200J. Nor OE0.000 Rmaul NAxNm EVAPHImN Br Baia u I®wrm w M rllWs: am aFwa Purl Krm m IW SEX MAP max nm.m oo r wA u 1 W .w ursm raolal ma Luml ssnls sounaTsl. nc no. amza-w: ows-]2x ra WT RiN6 M 1mn ro a[PwC w.vl r6ua. .5 rrrl4/AY. pmKa,, _ i •1CI W WrOVS 1Wrt W ma6 M KCILr 11NIID sx9x aiFD wnW 10. xoG. 19{�.plAlf ro Pox urlmv]y an waen ro awnfla y M oamo¢wrs SCNE 1-.200' '•' '• •...., a lIm n•x swu E mum er F, sNOPAUrc a aemx. x . pp~ n@ r4xS. r •xY 1aa mar OOnMlK11R wvE BmI eaLlem BY • _ M aw aR • Ilam PMIY amW M wm•rz voaw a M rmm.9mnS . ,�• N . . Omm rFx maa anunax SIwL E WMie® wnd M aaa rw. •rm A ! 8 mM1RY�ICWB�Onni � G....r mW]W BY w�@ ANe iwr rwlCr M o61a1 MPmw y M aamTOnn - • , .'t 1K CdryCryl fxYL IMC •Il wCtuwmrB rE35Ylw ro wmaE'I PEASarn um EPxUM pNFS G BS30] r Na ¢o w Ms w•a u a1®Wu rmem uE Wsrs. xasmc an x9 PAVING NOTES : rFmin uurmn ro M wmPAslNc amwna M ¢ores naurNc rnw pW) ]rs-ssee IMm ro a[99 Nm rLRP'Onr] durs, rma®K • ICSK! a' rrlr OF9al • Y • I - M slrmyalrm SNuI E wP••rnY InrNF Nor 06•®9 BI M > - a 4 . CE lea. mwoxs SWLL E WIx BY M rswvnrOlr sar®es - _ � } '1•- WNIn.Clal [®m Flw M ImmnT sNVl E mPID BY r®rwl' /in�i• ' 3 Ia nCY wIIK ua Vwn rat • wore x01 1p oPlW oan�l [le) 11m1a wmll r mmOYwuo r.Wnv, wumm vuulOws swu E N wa Fx • . ;.9 , sf�rc a rol-Iow rxlKr - L�j /]1'1 aR y u•wM'N. M NPW1f)Tn SIYllSa1 94a1 EIn ALL WSS rSl9GRD Kwx llnCf3 mrm•aW Nor 1fSW orn col naCSER.1<'t aR/M K®mmK Nm P•w1G M '-': l - a�YNaW w.wmrt serM.S I®imm rcW RWYu alpi"nou swu E sEUSD atNo s. roU. PE , • IPWMG M PINK rr0.yala Nrr x01 Vum ro a9f Nm Ywmfmll G61S WMMtlal 9Wi 9®El rlmlOr PIDKE W M aw 6nW 91 M E9YLIM ,'� : /awuLi rMn adraaOm ro eKnOx AYe O M 5[YmWD SiEOrGid6 ro Nrtaf CaW4K W FM Mw rA aw SINmVmS tlmaYK6 an 4n Nor • NUIr RIMYa1 NWM M 9mUr.V£ PawIOK K Ilpl Y10tMJmIKm SWa® MCAS rb1KmIC wmY Flet ar WAC UIDD mONI SwNL E r1LLr ` I®waws, outlet a IOanm er M an a ana aYemclua .n11 rlann wvE Ea wwulm •1e Kmtm. / L• �'. ',- .. ': ¢Kam aml rx AswuEnc P•rnm saws w nrcr•x4mwl 9swE nw mwnCnr L1T1lTES o umuwr 9w�Im0 ro M wIx KPw]l am.• smwurz mmI a lamxW rm xl PZAviore was omrrm Immnn '" -. r amlw.rzs M aW acoa rya 2 - tmowrz IAx[ aa9Ya uo aEm4s swu E reset, my rm Nm . GRADING NOTES r uana a WraaaPxW wet M eaTnva- •x r.wl a max mwlus wx N NO NO. 2R7 T sYm 9wl alrrael ro sExnax sYL DrItt1ID •wwamE suK' a ra EOGw E Cm NG weE Bu sna]1¢] arc 9uwl w uI mamma Nm w.nGrr i Fu ma No .wr rmorow nmammin CONSTRUCTION NOTES 8 ESTMATED QUANTITIES sees¢ N M sua srumum somsumK sKm 9wE E muaal® NsmowiE rAY OraY. M Wxm.cla+ Swu OErmIa+E M [wn fmlm r6a]IIII BY M WT PO®L '- Sxni ulrmmx I®Ia Isil rIIOIDIY aaaF SNEPK awM >V /IIW PP96 wE EOGmI or I1L Ot61WO OmMS BEiEiE COUCNCdG FRIL M 31�1 eWOrPm11S law oll•Nrtw • N9aAT rW all NS1W20 cow. 546 SxxL E xOmllW ww WIOn.OIOn 1PCLS ro E NLLY RESPOn9WL ryi ArIT Nor Ill Ptr9r S1PLL E N .wWdmuR allx M 00®® a1/Ola 1 At01wr RYlAPE Nlwm, OIIFI M OIWNR. 9wl E r6allID N 1F f9 Mrl/VNmrlirmOl' rr31Dw6 WwnKIW SNVL rKOLL naWY 41a ND OYPLES KIoa1 raarr E WG99ED Irr NS r.W/C m FIKRY mllOnQM9 y M mitlN 9wLIN WOE 41ar fOrtllE Nm SWS A IraQ Lawns¢ am m 01905 lIW mwanrr ro 561mx {ao W M TES 1. WK i mmS [wrF M: i A nOd P uV FSR col M sal rIm PWf Samut M MSL RIPK UKRS wERw; FIW. IOGi Nor P1d,SOaf NR •Im All IYDC0.1w01am M1fRS M r nOmnr. rU. p9p2aTT OYA:al6 wNPum SOViK'/.imrla maNA vul[Y wmal (aax asK} MOIED u s mmm r aw . aPn A M a u arm ®an •a t I. POI Wwe.Wtl 000E 5[CIPr {Sr0. r M Fort B a •x •mA twat 6 awmzilm SITYL POMaE Cm�Bro lneln4 PRaI ro u•w laC our¢ sat. xa xaos i011Os " . o.alKK+ ara s arlu mlWo ra r m r m rxa u aloY1E W mvsvuar auu E max, ro axaw sLmmrra oallPAlnla. W1alRlcllox, ro voyr M 1DGwOx. ANr mxAEPNILY eCaml � waI]am ex rums srslPls swnwn � s mltK•nW srwE Wxucr uoouuAm somE urnr NZA) u 1-Wo-.n-.lu M wn •m r[tB cWatmxs vau E macxl ro M r.11CnuI nslPenra nN (>m) w-1sW FIIam mmE Owm WIF4 r•-ll-ul-woo WwE era rYa uz x eP arc set oc o m mow •x r1POR mDnrraa wl1®e a IfAsl coo aowya an Ib E Fs Cy9anW. B•A WINw Onwa alrm} 6B)-•R-IaW � W o (ar ®I •n C araeR (al' Yrt) » IUYa) reml m W WOmm Ixr aaa MO POnmla M omrrm Smr•2 _ M 59r OO[al NO M Ex9fWm a:LWasr SxuL Paass ID9 YaDi Laeau VNPEY aAlDt 06]mCT (]W) 398-2as1 I 4YIKnrr SaPW.Eam W1wMl PIIOG 9/Q'r• m mELC mWPlr3 M arAlen mrs SxuL E • 0.1 IQi urac M GSE WIFfA] SxxE mnlN mac Eamc aA wlr li wm�c Nraa1 9wl E •rrrO•ID w aw ol9mlr5 ovunlno rman ro g.� mAortuA Al1EY rAEx OSImCI (]W) ]9a-2Wt y M reAxi s0.aGm6 Arm WE amw 11ty1 WIRImY. M e•INa ar ra IDaD6D ASNY4 muarz txnorsK L oaaEu r C oYr r w xram nJm unumw m mNNm P•Yn. 0Rb M Ow Drormela tarxrtrmrt H - Rs 1. M OCSrN Cwa [Imaor lnxE Or[ntE[ sY]K[xi roinwE Pmm O[Srx ROAIr� sLMN (P) am wmR m Wwe)19w1f P' Nwc ]. ma9c J Ic wU .5 4a wK1 P wu > w) ]!a xPaa Nmn m umw. OEEPHo OIR N wPoGI10N 061RKr (eW) ]61-nSe aalmm r1m Cor DWx ro 2 W WwPi wet M wN6. uRAVmxS, M Wxmlwm sJu aww rW aw uFm u • mnflE wmFSW Gs M Gs wrPNw (aW> an-reoo q�ar torte. um ImE anw 16 nm�xev. 06mx alnmm M w owunEmlln Slm1 AS: •mCL•R wama. • x]a[ Wsls arm M-2 CAKE I E Rx r. remE rImware na w0 f/RE l.v. Raa•AiOmGmE Sm mtiID ilaanns Nlallm M fort. USA ummglyBmW)�rez d9Ea ul watwm l .corm w F. m v.•a ROXAM cot W-M PI PPORCf oa9ulc WDI veal N PIIaIJHflERGROUND UTIITTE3-sxam - Io Eaum IKAlAOS um elasla wavUndNrnv a-i a,. lmm w nA¢ Ipa waim ra cuKF melyaa ro rGWF A r ®19 N ie W Wr< mKNmS M sRni Evwva I1n r mvaca M ruA ro E CGvum swu E unao N M mrz o al arvro. ®Ra. Io3mwc SDEnat - s¢ 9n. no. s i OCraAm A vPautw xuvaA FE E GUI EPax sum ,aa ,R Mr voN o iwO omrrs 9wl A>a W wiW N A Iava •s�+rr :a ww ax a u aNu m r ®Dmnm Iz oP iam idol ro E P-mm N wAE © vuar R9 yrc ulun mxuwns Kq rmrlGllOri amen a1tol ua mew w OWrlaz GI1a 1aiu.a s•w.Llanr ro M an oo®e. mmaillox ymurrola BmuNm ro . Yrt rIr sa w uma ® m Pwm9W ro onua slru E Nvxn sUyrA11o11 wants Kxvc • suL Gnat Iarmwlr wrAmm mNmmx Elam) M xw um ma met arm¢ mau IAxI � [ralrm roKFA IaE ro E lSminTm w w/1E � nENPa/mnclrz Dml11G BWEBmx ruv4 1FR Bmcumx Eveauws 1F... EIPW N I{ aYs WII HSf OPOEW' imN rP6a6 POaOOyt ODSINo YwtlK9EMa WT aaWE S•N4 awl%. ma.1l n61•COaIIr. Gr'PwO. ESaaul $MaAO Ym ra wE1D' WxPuas Ai M aB WL ryt rmi. mow mnw m� met ®ODS1K I\)rm IUE m E PiuPSD Br W IOI ORY MIIT ¢Wama]m\Oua xtea UryeW VI sus EIII Camual M IOGL rEPM4 rfamY3mN •rm/M oo1D wNwm. a r[Wm. level IENulrm W{KYr M ow set aR ra xa (wax rP r4a WI(llOwr] RW1aNn•1m16 rz Dm'IwG OVRC 5n+ Rw In SE SnBm um CITY of LA OUINTA _ CUII9. ' ] I1lroraa rIm .xK au wolfs swu E u]rsm�ro mw Glan wlrn u rmaE Emlc r[rwm aru - D] wmiFy CmIrL Glal �Srl w PIIa ' ®� vIM Plan SOI No. ulmrsrmtlF sm" wtwl Pivaort .mulAla a mswnm. A� ® lawPn u- nwrc soI N wAR wn tPNx wet SaI RmEPd It- =0 SAM sMEI. sM zoo a M tyy swu E nom ai wNrm awwc UMY mnai 41aK ` ImrwE tR C016EUrKxS Emra]mrime6 ®rlamSm Illers IS 0 . Ir a0E am u3xmn 1mKM OS096 O meA G PxW l locomra o mows •r rW sEaEa •c rm a c um'r ra PamuL vo.PL a oral o®rK w 1-1wo) {n-{lL .ewE wn x Iv®raom waon wr ) - e O amlar [ans um wu ever. wAa 1 E OwECmx VAX or Mu. UNDERGROUND UTILITIES PRIVATE ENGINEEPoNG-NOTE _ PaP 4D umEn Or „rr 4 ,�, w rxE Em•ar u wlxra uxmmmum lmrm a smnum mPaarm w M awa a mar.nw •vnl lwr N IOWmwW .nsr mnauu 6° c�sow(• a2 Y o • r K . _ mwrru .rm moss s> mar M xcW KorNm+m NaGlo Fx maaemucmN.nw. aralmnmr� canwemx .0 E • ESTATES AT POINT 141WY xWse -TRACT NO. 3LM8 swl. Iy NaaErro 3 yy A WASFBJGTON STREET cJ a sw s W .vsw�' "°o w,n wov`� ''".m w.aiae r�rw 'ado Wwnlaaswm a N.00Vrraare .rm rxarEwlm m.lMirw nWvi¢ron n.cL .. .. TT x... msamm M nmamaKn°i Wuxi Inurss ox wwmu�as vcool wauoef w � m „G,,,, E.. r.n-m : APPRo+En aY: .rr...onSH EET ST rPa�a N� , R, M -0�,PnGr �5.� GPL L i oS lrME: sn •OWE • •• a r•ulaw taro+ " xMR 36. 1.. 0.]L aB9ea w. 1/1 r1�� Wvn6a mlpK uan i 2'rwv om N 4riw rrm�mri a ervsm• a V �r s r�i[ rl R a matmm rFrr [xa .C.L .sM] J1rrE 1]. 1W] ow Pa rue: MADLSON DEVELOPMENT . _ L\slWArwew\So1DAEd.\sv-ale.P s/]y¢ DEVELOPMENT July 14, 2005 ,� 7 00S City Of La Quinta �1A® 78-495 Calle Tampico P� La Quinta, California 92253 Re: Encroachment Permit #4434 Attn-.1-Tim Jonasson Tom Genovese John Kirkland Gentlemen: Attached, please find the traffic control plan promised in my previous letter of July 12, 2005 regarding our request for the involved night time work. Your speedy response will be appreciated. rds: Ed Alderson Madison Development / Construction Manager 938 North Mountain Avenue Ontario, California 91762 . 909.933.9116 . Fax 909.933.0066 71361 San Gorgonio Road . Rancho Mirage, California 92270 760.776.1728 . Fax 760.773.0738 Ci - _'�a City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4443 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's 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. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -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 operation 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 Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open.,drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the. permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A'* ) inches of ( " N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A'*) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/d') to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ('* N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''/2") of A.C. paving on (" N/A **) of class ('* N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. WO City of La Quinta ® R11 , COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT .CUTTING: Pavement will be mechanically saw 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 or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin.. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) 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 not be less than ninety percent (90%) 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 continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division,& Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a. temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A ** ) inches of A.0 surfacing placed on a (`* N/A'*) inch (*' N/A ** ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas- as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump', shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') 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 ninety percent (90%) or equivalent tot 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. v PERMIT NO.4443 Point Happy Estates / Washington Street & Signal./ Tract No. 31348 In addition to the standard permit conditions, the following shall apply: 1: 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Point Happy Ranch or Palm Canyon Contractors or Archueleta Concrete or Sierra. Pacific Electrical , hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. '5. 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 1st 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. Note: Construction work (including setting up traffic control -devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. " 6. Work within 500 feet of a signalized intersection shall be performed 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 (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. Pursuant,to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permitted 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. Special Conditions Page 1 of 6 PERMIT NO.4443 Point Happy Estates / Washington Street & Signal / Tract No. 31348 8. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 9. The permittee shall place temporary, no parking signs along the parking area affected by -the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 10. 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 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. .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 two (2) travel lanes of paved surface shall be maintained at all times. 11. 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. t 12. 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. 13. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a CaliforniaRegistered Civil Engineer. Special Conditions Page 2 of 6 m PERMIT NO.4443 Point Happy Estates / Washington Street & Signal / Tract No. 31348 14. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested- entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 15. The .permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans right of way. 16. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 17. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer 1) of the private land owner whom is being encroached upon. 18. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 19. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 21. The permittee is required to provide a informative message boards (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 22. 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 Special Conditions Page 3 of 6 PERMIT NO.4443 Point Happy Estates / Washington Street & Signal / Tract No. 31348 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 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. E. 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. F. 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. G. 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. - . . H. All costs incurred due to the conditions above. shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 23. 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. Special Conditions Page 4 of 6 PERMIT NO.4443 Point Happy Estates / Washington Street & Signal / Tract No. 31348 24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 25. Access and egress to all local properties shall be maintained at all times. 26. 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. 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 saw cut 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: three (3) feet outside the sawcut removal lines. i • For longitudinal trenches located in a traffic lane: three (3) 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. ft Special Conditions Page 5 of 6 PERMIT NO.4443 Point Happy Estates / Washington Street & Signal / Tract No. 31348 F. Any existing lane striping or any existing detour 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. 27. 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. 28. Pursuant to Chapter 12.56 of the La Quirita 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. 29. . The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 30. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 31. If it is the intent of the permittee to' cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 W, GC4P P.O. Box 1504 .LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO (760) 7 7 7 - 7 0 0 0 LA QUINTA, CALIFORNIA 92253 FAX (760).777-7101 July 17, 2006 Natasha King Madison Development JUL 6 2006 78370 Hwy 111 #200 CInro�tAQa..-- La Quinta, CAINTA 92253. Fl�ANCEDEPT. Re: Encroachment Permit No. 4443 — Tract Map 31348 Permit Type: Street Improvements and Traffic Signal Installation Dear Ms. King: Encroachment Permit number .4443 has expired [will expire] as of August 22, 2006. In order to avoid the issuance of a "Stop Work Order," please renew this permit immediately. The renewal fee as per City Council Resolution 96-27, states: Encroachment Permit — renewal of expired permit is $100.00 plus 10% of original fee for each year the permit has been expired. ORIGINAL PERMIT FEE 10% EXPIRATION PENALTY For each year permit has been expired $18, 510.00 $1,851.00 $100.00 RENEWAL AMOUNT DUE: $1,951.00 If you have any questions or need additional information, please contact Tony Colarossi at (760) 777-7089. Sincerely, Paul Goble Senior Engineer, Public Works Department CC: Danny Escalona, Construction Manager 'eonard St. Sauver, Assistant Engineer II ✓ Permit File, No. 4443 Tract File 31348, Folder V 4. V I.: P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA, QUINTA, CALIFORNIA 92253 July 17, 2006 Natasha King Madison Development 78370 Hwy 111 #200 La Quinta, CA 92253 (760) 7 7 7 - 7 0 0 0 FAX (760) 777-7101 Re: Encroachment Permit No. 4443 — Tract Map 31348 Permit Type: Street Improvements and Traffic Signal Installation Dear Ms. King: Encroachment Permit number 4443 has.expired [will expire] as of August 22, 2006. In order to avoid the issuance of a "Stop Work Order," please renew this permit immediately. The renewal fee as per City Council Resolution 96-27, states: Encroachment Permit — renewal .of expired permit is $100.00 plus 10% . of original fee for each year the permit has been expired. ORIGINAL PERMIT FEE 10% EXPIRATION PENALTY For each year permit has been expired $18,510.00 $1,851.00 $100.00 RENEWAL AMOUNT DUE: $1,951.00 If you have any questions or need additional information, please contact Tony Colarossi at (760) 777-7089. Sincerely, Paul Goble Senior Engineer, Public Works Department CC: Danny Escalona,' Construction Manager to nard St. Sauver, Assistant Engineer II mit File, No. 4443 Tract File 31348, Folder V ",;.r validation v� ( ` aQ• ,rm constitutes an CITY OF LA QUINTA .acroachment permit ca 5 APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) �C`" OF 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 111 DATE: August 18, 2005 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION —Washington St. between Hwv'111 and Simon Dr. ;N 3134R Point Happy Estates (Street address or,Description of Location) PURPOSE OF. CONSTRUCTION Street Improvements and .t:raffic signal installation Sketch (attach construction plans if appropriate) ; rete 84,930.50 + DESCRIPTION OF CONSTRUCTION Demo of existing curbs Tr)ific 210,327 + Lind median:;, reconstruct curbs & medians, trench Asphalt 284,935 - for and -install traffic signal. re —wave street & re —stripe 580,193 DIMENSION OF INSTALLATION OR REMOVAL see plan *'Concrete will be dome by Archuleta SIZE OF EXCAVATION, IF NEEDED see blan APPROXIMATE TIME WHEN WORK WILL BEGIN TBD APPROXIMATE TIME OF COMPLETION 30 days from star ESTIMATED. CONSTRUCTION COST $ 580,193.00 . f too, nnta) (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or. replacing'improvement . In consideration of the granting of this permit, the applicant hereb Concr:$te. *Tradic Signal will be done by Sierra Pacific Electrical Contracting. *Asphalt will be done by Paint Canyon Contractors Indemni ,.defend and save the Cit y, ty, its authorized agents, officers, representatives and employee YAI),�n� penalties, liabilities or loss resulting from claims or court action and arising out of.any accident, loss or dame o- s or 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 124) 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.Ahe off�this ' work. Signature of Applicant or Agent Point happy Ranch 78370 Hwy 111 #206 LQ 771-1755; Dave Staoley 771�3345 Name of Applicant (please print) ; Business Address Telephone No. Palm Canyon.Contractorte PO Box 656 Yucaipa 92399 009) 307-6I01 Name of Contractor and Job Foreman Business Address Telephone No. 823760 3062 Contractor's License No.. City Business License No. Axis Specialty Insurance ALP710561-04 Applicant's Insurance Company Policy Number i 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 $ 17,410.00 Permit Fee 100.00 pe-KaTW As —Built Dep 1,000.00 ' Cash Deposit -Surety Bond if required 18,514AL: $ 18.510.00 Receipt No. Received by Date 4443 PERMIT VALIDATION PERMIT Nt4434443 DATE APPROVED EXPIRATION DATE'�� DATE -I UED By a < < �t� • �,� Administrative Authority Recorded by Telephone:.(760) 777-7075 I r NOT9: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) MR 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: August 18, 2005 Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Washington St. between Hwv 111 and Simon Dr. TM 3134R Point Happy Estates' (Street address or Description of Location) PURPOSE OF CONSTRUCTION Street Improvements and Ske,`tch (attach construction plans if appropriate) traffic signal installation C Crete 84,930.50 + DESCRIPTION OF CONSTRUCTION Demo of existing curbs Tzific 210,327 + and medians, reconstruct curbs &medians, trench halt 284,935 a for and install traffic signal, re -pave street & re -stripe 580,193 DIMENSION OF INSTALLATION OR REMOVAL see plan * 1 SIZE OF EXCAVATION, IF NEEDED see plan APPROXIMATE TIME WHEN WORK WILL BEGIN TRD Concre a will be none Dy nrcnuiera Concrete. *Traf?ic Signal will be done by Sierra Pacific Electrical Contracting *Asphalt will be done by Palm Canyon Contractors APPROXIMATE TIME OF COMPLETION 30 dEVR from Prn,-t }. ESTIMATED CONSTRUCTION COST $ SR0 ju.00 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: t+/n 9 Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, har s nd�agai.Ltt any a penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or dam sarlisror r pe happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this applicatiun.� 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 Point Happy Ranch 78370 Hwy 111 #200 LQ 771-1755; Dave Smoley 771--3345 Name of Applicant (please print) °Business Address Telephone No. Palm Canyon Contractor's PO Box 656 Yucaipa 92399 (909) 307-6101 Name of Contractor and Job Foreman Business Address Telephone No. 823760 Contractor's License No. s0 City Business License No. Axis Specialty Insurance ALP710561-04 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 17,410.00 Permit Fee 100.00 Penalty As —Built Dep 1 � 000.00 Cash Deposit -Surety Bond if required 18,51(T'O �-AL: $ 18 510.00 Receipt No. Received by Date 4443 PERMIT VALIDATION PERMIT N04434443 DATE APPROVED EXPIRATION DATE DATE ISSUED Administrative Authority Recorded by Telephone: (760) 777-7075 9 PERMIT NO.4443 Point Happy Estates / Washington. Street.& Signal / Tract No. 31348 In addition to the standard permit conditions, the following shall apply: 1. Pursuant :to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § Y (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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Point Happy Ranch or Palm Canyon Contractors or Archueleta'Concrete or Sierra Pacific. Electrical , hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more . frequently, if required. 5. 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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: 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. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 6. Work within 500 feet of a signalized intersection shall be performed 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 (951) 955-6894 if signal operation at. the intersection is to be altered in any way. 7. 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. i Special Conditions Page I of 6 PERMIT NO.4443 Point Happy Estates / Washington Street & Signal / Tract No. 31348 8. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be 'approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 9. The permittee shall place temporary no - .parking signs along the parking ' area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 10. 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 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. 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 two (2) travel lanes of paved surface shall be maintained at ail times. . 11. 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. 12.. 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. 13. The permittee shall be responsible for calling the city inspector to arrange the city. inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city inspector's phone -number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to:settlement at and near the locations of the work area. Materials testing must be performed under direct supervision ofa California Registered Civil Engineer. Special Conditions Page 2 of 6 PERMIT NO.4443 Point Happy Estates / Washington Street & Signal / Tract No. 31348 14. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 15. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans right of way. 16. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 17. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department; attention to the Assistant Engineer 1) of the private land owner whom is being encroached upon. 18. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call` the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 191 The permittee -shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 21. The permittee is required to provide a informative message boards (approved by the City Engineer) informing the commuters using the affected roadways ofpossible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 22. 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 Special Conditions Page 3 of 6 I PERMIT NO.4443 Point Happy Estates / Washington Street & Signal / Tract No. 31348 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 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 thexemainder of the project. E. 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. F. 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. G. 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. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 23. 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. Special Conditions Page 4 of 6 PERMIT NO.4443 Point Happy Estates / Washington Street & Signal / Tract No. 31348 24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 25. Access and egress to all local properties shall be maintained at all times. 26. 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. 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 %" 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 saw cut 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: three (3) 'feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) 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. Special Conditions Page 5 of 6 0 PERMIT NO.4443 Point Happy Estates / Washington Street & Signal / Tract No. 31348 F. Any existing lane striping or any existing detour 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. 27. 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. 28. 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. 29.. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 30. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law, or equity that may arise out of work under this permit. 31. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4443 The followinq shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's 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. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -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 operation in paved areas. If the existing pavement is scarred, spalled, .or broken during the term of this contractor 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 (T) 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 Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required; to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor).to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours' (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the. sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( '* N/A'*) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/4") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ 0 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (*' N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 XV) of A.C. paving. on (" N/A'*) of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. w City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall.be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw 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 or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) 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 not be less than ninety percent (90%) 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 continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A ** ) inches of A.0 surfacing placed on a ( ** N/A ") inch - (** N/A *' ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary.road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied .over all patch areas as determined by the City Engineer. ® R23 STREET.RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall. be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as.specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') 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 ninety percent (90%) or equivalent tot 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. r c r wool% •a _ .. �� a — — 3 • C-30 SIMON" k ��'d ,•� ENO SCAL - - `^ '��•i ' s ,a 2 • v c-1Z .a �z �-�C.��.;..��_,�u .��` _ • . _ �,I , 'Bus - 00 1' l ll .��'�ASHINGTON ST • � • .'� .:r- ��.'�: - � so- : `�.^ ,'z;� _ �7` r.5- `i'S•" `�,.».` '� � '� V _ ^ 1 i • �n d _ 4nY - - _ �:- _ ,� - a` �- �' .3 O `''w h. 1f"n '-� . E �'• 4 _ ✓xu - S : �+�'''%J+" .uL':�iS '� u FT BUS I `n -� - ,.500 FT - STOP. SEE "NOTE 7 n Ot�Y ° J S ' 00 FT, • �.� `.' . .:.. ,. � ':. ` . :.: r t:' BEER' CHANNEL DR. �y _ EE NOTE 5 6 F - HUNTER, ' . _ •:. � .�. - CLOSED - . C-20 (Rn �_ csnn ronc A CHANGEABLE MESSAGE SIGN SHALL BE POST 48 HOURS POSTED AT LEAST.48 IN ADVANCE OF CLOSURE W. ' IN ADVANCE. STATI OR CONST. WASHINGTON & - '. c-2s HWY.=11.1 DATE AND TIME EXPECT DELAYS , '' EXIT POST.500, FT NORTH OF cLoseo USE ALTERNATE ROUTE."; WILL BE.DOCATED IN . • caSE - 5 THE C-20-RT. LANE THE UNUSED -BUS STOP SOUTH OF -MILES- -. ` = •" "CLOSED AHEAD•, :. :: _- • NOTES: 1.• ALLTRAFFIC CONTROL DEVICES FOR -THIS PROJECT SHALL BE INACCORDANCEWITH MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M:U:TC.D.) 2003AND THE 2003 M.U.T.C.D um CALIF ORNIA SUPPLEMENT .'ALL TRAFFIC CONTROL DEVICES:SHALLBE RETROREFLECTIVE AND ALL BARRICADES.SHALL BE EQUIPPED WITH FLASHING LIGHTS.— t , Approved By Date.. 2, TRAFFIC CONTROLSHOWN HEREIN,I$ THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC F,LOW.IF DEEMED NECESSARY BY CITY OF LAQUINTA REPRESENTATIVE. RoJea Name 3. THROUGHOUT EACH.WORK PERIOD, CONTRACTOR SHALL INSPECT. TRAFFIC,CONTROL (SIGNS; BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS:. ; Install- Storm :Drain Lirle for Point Happy Estates 4.'CONTRACTORSHALL'MAINTAINAMINIMUM .10''TRAFFICLANE .WIDTHATALLTIMES. THERE SHALL, BEAMINIMUM2BETWEEN THE EDGEOFCUT AND THE NEARESTTRAFFICLANE PnmeCoTretfieContrdContracmr 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. ALL BUSINESSES IN THE VON'S CENTER SHALL BE NOTIFIED AT LEAST.I WEEK IN ADVANCE THAT THE WASHINGTON ST. DRIVEWAY ad lson Development , ,Tops N Barricades, Inc. WILL BE CLOSED. THEY WILL STILL HAVE 2.DRIVEWAYS ON HWY.111 FOR ACCESS BUT WORK SHOULD BE PREFORMED _IN A MANNER AS TO LEAST IMPACT THEIR,BUSINESS' atgna Based on stem 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS TRENCH COVERED WITH.STEEL 800 852-,TOPS....Ron Fifield - CALTRANS T-10 PLATES, BUMP SIGNS POSTED AND RETURNED TO NORMAL: THIS WORK WILL BE PREFORMEDAT NIGHT, DURING HOURS SET FORTH BY THE CITY OF LAQUINTAAND AGREED -UPON BY THE SHOPPING CENTER 7. THE SUNBUS SHOULD'BE OFF DUTY WHEN THIS WORK IS PREFORMED AT NIGHT. IF THE WORK HOURS CONFLICT WITH THE BUS SCHEDULE THEN THE CONTRACTOR SHALL THE SUNBUS TO CLOSE THIS °1" Hate -Pemd Number, t 7/13/05 STOP (PROBABLY JUST.THE LAST SCHEDULED STOP.) To Be lssued.on Approval f