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8012See below for Finance Revenue Codes ENCROACHMENT PERMIT �� PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works, improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 1/28/2008 LOCATION OF CONSTRUCTION:: Madison Club; TM 33076;,Moh oe Street btw Ave 53 & 54; Ave 54 btvr Madison & Monroe PURPOSE OF CONSTRUCTION: Off -Site Street Improvements; Temporary Closure on Ave 54 btw Madison -and Monroe DESCRIPTION OF CONSTRUCTION: PSN 07052 - Monroe St; PSN 06147 - Ave 54 DIMENSION OF INSTALLATION OR REMOVAL: Per Approved Plans APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/28/2008 TIME OF COMPLETION: 1/28/2009 ESTIMATED CONSTRUCTION COST: $1,754,058 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) - COMMENTS In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City; its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss. resulting from claims or court action and arising out of any accident, loss or damage to persons or property.happening or occuring 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 at (760) 777- 7097. To submit an inspection request,.leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 4:00 P.M. at least twenty-four (24) hours prior to the anticipated inspection. 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. a East Of Madison Club LLC. - Mark Alexander Name of Applicant Hazard Construction Name of Contractor and Job Foreman 750542-A 80-955 Ave 52, La Quinta, CA 92253 Business Address Signature of Applicant or Agent 760-391-5072 Telephone No P.O. Box 229000, San Diego, CA 92182-9000 Business Address Contractor's License Number Lexington Insurance Co. p Applicant's Insurance. Company, FEES Subdivision a Improvement Permit - Class II Minor Improvement Permit - Class I of U CI FINANCi Finance Revenue Code Inspection Fee EE=1 $52,622.00 Permit Fee EE=1 $100.06 As -Built Deposit E_A 2 000;00 Cash Deposit -Surety Bond, E_13 $0.00 if required TOTAL $54,722.00 Telephone No. 100753 City Business License No 3157018 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 8012 DATE APPROVED: ,Manh /q, ZOOQ EXPIRATION DATE: BY: Administrative th rity Date: Tract No:i�o Vicinity: MQA Kirpose of Col EPUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT 1-9 -2 -Project Name: 14�7z 65r, cj ion (i.e.: Description, of Construction (i.e.: See Dimension of Installation or Removal: ng' Affsite Street, etc.) A? J Set No. 0 123 . 4) Z2— Ave 5 4) Approximate Construction Start Date: —C) 2� Approximate Construction Completion Date: 1-7-p Estimated Construction Cost: $ l 100,92 0 (Of.. (4 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and. Placing Permanent resurfacing and or replacing improvements -7 LIP -1,9 k — 719 Contact Name: 1&12 /-K- Phone NumbW- 63 Cc; *tA 849094f (Ave, S-5) Name of Applicarit/Owner: o Applicant Address: 6- -A Applicant Telephone Number: 7&v - Applicant E-mail Address: �2 F %2 Name of Contractor: -4=q4. c9f- &—X, Contractor Address:. r. o. iq Contractor Telephone Number: S 4;� Contractor State License Number: 7-T: Q -!EYZ 04 Contractor City Business License Number: Contractor E-mail Address: IoVA 2p CVlg-, 10- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company - Applicant or Contractor General Liability Insurance Policy Number: Office -Use Only: Office Use Only: Inspection Fee: Assigned Permit Number. go( Permit Fee: oo Approval Date: Deposit: q-3000 Expiration Dust Control Date: Issue Deposit: 0. Date: Credit 0 Amount: Administrative Authority: 'TOTAL FEE DUE: 1Administrative Services Division\Fortns\ApPLICATION FOR PERMrr.doc �pljvvrj ED- 1 2 NO SCALE UKIM G=' rTPWWORK v LI Ri\ <ORK� .AHEAD AVE. 53 SEE I NOTE 7 111, o � lea -.2 acm WIM-1. AVE. 54 DM2 ( � END {,AD WORK i� l 500 FT J1� k :6 8 4 Karma► MONROE ST. IN 2 R1.L G CSOA (cA EN D i ROAD WDRK 1' 1' `srpuloea iTom� ENS IN' CLOS STOP SIGNS- ,_,= Wna1 WILL NEED TO BE MOVED TO .�EN ■■' RDAD WDRK ROAD AA„ ADS. BEHIND THE NEW RDADWDRK =' .. CURB AND A STOP SIGNS ON A BARRICADE SHALL BE PLACED ALONG THE EDGE OF PAVEMENT. NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTAAND/OR THE COUNTY OF RIVERSIDE 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 MAINTAINA MINIMUM 12'TRAFFIC LANE WIDTH AT ALL TIMES 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. c. - Cn 7. THE CONTRACTOR WILL NEED TO PREPARE AN AREA OF ABOUT 250' AT END OF THE WORK AREA FOR THE TEMPORARY TRANSITION LANES SHOWN ON SHEET 2. THE AREA SHALL AP SMMTH A rOMPAr.TFn NTH EITHER AGGREGATE BASE OR THIN LAY OFASPHALT. THIS SHOULD BE REMOVE WHEN WORK IS COMPLETE. PHASE 1 55 Monroe'St. Improvements for Madison Club lazarid Const. Bowanswwam i4 400 CO(Ibd Design by RM Pled BY TopswN. Barricades, Inc. (800)852-TOPS Ron Fifield sr" NUMM Da FWM Nurser 1 'of - 2/5/08 8012 "i I -7) z�y !i NO SCALE n REMOVE 1 ISTING -------------------------- ----------------------- GRAPE I i DIRT LOT i 1VINEYARD AVE. 53 i 020.2 i (ACCESSIBLE A AVE. 54 END I ! FROM AVE. 53) ; (ACCESSIBLE N WORK AH� , Q ! ROADWORK I FROM AVE. 54) �, 81 5L1� 1 I C30 CA) R,-, ' 1 ! 1 I W&3 MANE. %111tT'i JI C27 (CA) C27 CA) C27 CA) I I C27 (CA) * CLOSED �)t E i `iRERCH� 1 / + ,UPDI, i I;NJ�1 �iRENcx� -35 4 M. P.H. IIIIII —� ORWARE OR RE A= RK=AR OR a Oza;: END' D WORK R,-, W,-4 (LT) �' 35 C17 (CA) W20-2 ,Pr�Omr�- W2o-1 500 FT 500 FT _�_ 300 FT �' � C1i (CA) W+4aT► LIROAD WORK I W1 4 (RT) ( ) R,-, W2a2 Rat KEEP W63 sv o�wpui Rat P.r. �. C 7 (CA) + 40 `K.►� REMOVE DETOUR',\„� ♦11+EP m 35 Ex�rua RIGHT XISTING AHEAD W,9-, - : ° 40 SEE M.P.H. Ta Exre e cn (cA)E7aS,rNO rr 35 W20-1 STRIPE a,Ao, M P.M. a+ NOTE MG-2 OA V�m SEND! 7 MENDI� <woa. NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTAAND/OR THE COUNTY OF RIVERSIDE 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 MAINTAINAMINIMUM I2'TRAFFICLANE WIDTH ATALL TIMES 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS, 7. INSTALL TEMPORARY DOUBLE YELLOW STRIPE PER CALTRANS STANDARD DETAIL 21. THIS STRIPE SHALL BE INSTALL 12' FROM THE NEW CURB & GUTTER. THE STRIPE SHALL TAPER TO JOIN EXISTING LINE IN EACH OF THE TRANSITION AREAS CONSTRUCTED IN PHASE 1. GLUE DOWN CHANNELIZERS WITH AMBER REFLECTORS ON EACH SIDE SHALL BE INSTALL ON THE DOUBLE YELLOW LINE AT EVERY 10'TO BACKUP THE LINE. THE CONFLICTING YELLOW LINE SHALL BE REMOVED. ANY TEMPORARY STRIPING LEFT AFTER THE ASPHALT OVERLAY IS DONE, SHALL BE REMOVED & REPLACE EXISTING. IF AGGREGATE BASE IS APPROVED FOR THE TRANSITION AREA, THEN PORTABLE DELINEATORS SHALL BE USED FOR THE TAPERS AND W1-8 CHEVRON SIGNS ON BARRICADES SHALL BE ADDED. MONROE ST. PHASE 2 55- Monroe St. Improvemdnts for Madison Club Me Con"CW BrAd on Staub Hazard Const. N/A i Tmft Control Dean by Phone Prepared By Tops.�N Barricades, Inc. (800)852-TOPS Ron Fifield SF5ffw=-1F—Data FWM wrbar 2 of 2REV 2/26/08 8012 MADISON IS CURRENTLY C BEING CONSTRUCTED TO CONTINUE TO AVE. 52. IF R}t Maa. THE WORK IS DONE AND iExoi MADISON OPENED TO TRAFFI oMUR THE LEFT TURN LANE HERE o AVE. 54 LWILL NEED TO BE CLOSED t��000,o,00r»ooe�oo � oo� i pp p OCC�C'�GG O-""'ram �-- r��. �j I I OFT.a R 1 4 8 1 I YO FT ,�„ a� �1 ► u 11 1 FIRE u % Rl STATION ® ROAD�� —' CLOSED }AHEAD I AHEA EXISTING a I ` b�l Ii i4 600 FT MONROE B ,0 MADISON �+ CLOSED � r n POST AT LEAST 7 0 C n DAYS IN ADVANCE 0 U a it 5 W2 -f GAP FOR RESIDENTS CLOSED El GRIFFIN LTG RANCH UNUSED ENTRANCE ws-1 40> EXISTING F- POST AT LEAST 7 DAYS IN ADVANCE W20-1 ,l/& POST AT LEAST 7 DAYS IN ADVANCI I. mum mI GRIFFIF GRIFFIN HOUSEHOLD RANCH SHALL BE NOTIFIED IN SITE ADVANCE OF THE WORK AND THEIR ACCESS. DETOUR PLAN a 50 FT /•► LeiWORK M4,C ROAD MADISON ST. /� "� 'LvD MADISON ST.. Mo NOTES: I. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2006 CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 2 TRAFFIC CONTROLSHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA 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 POST SIGNS AT LEAST 7 DAYS IN ADVANCE STATING 'THIS ROAD WILL BE CLOSED ON DATE TO DATE XXAM TO XX PM". THESE SIGNS SHALL BEAT LEAST 411 X III WITH BLACK LETTERS ON AN ORANGE BACKGROUND. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS ADAY UNTIL WORK IS COMPLETE, PENDING CITY COUNCILAPPROVAL.. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVEAND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. 7. THE CONTRACTOR SHALL NOTIFY THE POLICE AND FIRE DEPARTMENTS AT LEAST 24 HOURS IN ADVANCE OF THE CLOSURE. I wat W20-3 Ft, bI Q RI-1 W20.2 ROAD Am—& + CLOSED� I , EXISTING D`R HD AHEAD% 500 FT 500 FT �l RR11 I I� 16% III i w3.1 EXISTING FCL03ED� C5 ll R : 500 FT POST AT LEAST 7 W20-1 DAYS IN ADVANCE - ROADOA AHEAD .7 MONROE ST. AVE. 54` i y N w�$ IiiiiiiiiiiiiiiiiiAIRPORT BLVD. ' `"" ` `" s ` NO SCALE E ST. I �S d3 55, P,oJed N Ave. 54 mprovements for M ison Club Rime Cor new Tmf c Canhol Conlmdw Hazard Const. Tops N Barricades, Inc. Phone I Rep-w By Based on Standard ifield CALTR (800j852-TOPS Ron FANS 5-20 Shwwmter Data Poo NumEw 1 REV' 3/13/08 To Be Issued on Approval 0 Date: Tract No — Vicinity: v • u�l�Gv PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Project Name:<11 Purpose of Constru ion (i.e.: Rough Gra ing, ffsite Street, etc:) i,, Description. of Constriction (i.e.: See Pla Set No. 01234 ___ 4 y� - moo - Dimension of Installation or Removal: Approximate Construction Start Date:. Approximate Construction Completion Date: Estimated Construction Cost: $ --LO SH D �g Estunated suction Coat shall include the removal of all otisYructioos, materials, and debris, back-filli Pla011g permanent res-Dzing and or replacing improvements `g' O° Contact Name: l�1�3/1& N _;� Phone Numba��� ame of ApplicanvUwner o Applicant Address: ®f5 `�� Applicant Telephone Number: Applicant E-mail Address: �� Name of Contractor: y� Contractor Address:. _p_ f3 r� Z2 Contractor Telephone Number:^ - g' Contractor State License Number:. 7_r n .5;- Contractor City Business License Number. Contractor E-mail Address:. , IA tt� rA COPY OF THE CURREAN NT INSURCE CERTIFICATE MUST BE PROVIDED � Applicant or Contractor General Liability Insurance Company: Applicant or contractor General Liability Insurance policy Number: Office. Use Only laspoetion Fee: d �P ` a � .a J 4� Permit Fee: r o0 As -Built Deposit. Dust Control Deposit: O. Credit Amount TOTAL FEE DUE: $d- -•.- T4Ad..........— ----- --_ ^- - -- Office Use Only: Assigned Permit Number. QO r n Approval Date: Expiration Date: Issue ' Date: Administrative Authority: FOR PEPMrr.dc; - THE - MAAISON March 11'.h, 2008 CLUB. Tina Jonasson Director of Public Works CITY of LA QUINTA P.O. Box 1540 La Quinta, CA 92247 RE: The Madison Club/Avenue 54 Improvements, Plan Set Number 06147 Dear Mr. Jonasson: As you know, we are actively pursuing the completion of the perimeter street improvements associated with Tract, 33076-1. Madison Street will soon be opening to public traffic and our contractor intends to move into the Avenue 54 improvements next in the, sequence. It would improve the safety and efficiency of the improvements if the city allowed the temporary closure of Avenue 54 between Madison and Monroe Streets. The existing condition on Avenue 54 is a two lane road. The street improvement plans call for removing`both lanes and installing two west bound lanes, a painted median and one east bound lane. If Avenue 54 is not closed during these improvements, heavy road building equipment will be working alongside one lane open to public traffic, introducing a. safety concern in regards to this public traffic lane. The pulverizing and removal of the existing asphalt_ alongside a public lane will create a dangerous environment for through traffic. Included with this letter is a copy of the traffic control plan that has been submitted to the City of La Quinta Public Works Department. It is the Madison Club's intention to always maintain an adequate traffic lane for any emergency vehicle and local resident traffic. This traffic lane will always be clear of any construction materials to consistently provide a sufficient thorough fare from Madison Street to Monroe Street. As shown on the plan signs .will be posted on each side of the closure stating "Resident & Emergency Vehicles Shall Always Have Access". Our request is that Avenue 54 be closed once Madison Street opens as a public thoroughfare, which is tentatively expected on or around March 21 St, 2008. The duration of closure for the referenced section of Avenue 54 would be approximately two months. Thank you for your consideration. Regards, EAST OF MADISON, LLC aoha n Senior ice resident DEVELOPMENT OFFICE MAILING ADDRESS: PO BOX 1,482, LA QUINTAL C.S 92247 .STREET ADDRESS: . 8o-955AVENUE 52. 'LA QUINTAL CA 92253 , TEL 760 391-,5072 FAx 76o 398-5788 �1 OF: f1 ' TO: Thomas P.-,Genovese,, City Manager FROM:, Bryan McKinney," Engineering Services, Principal Engineer VIA: Amothy R. ldnassoh,"Public,Works 9 Director/CitYy Engineer . DATE: March 12, 2008 RE:. Request from East -of Madison, LLC. to Temporarily Close Avenue - 54 between Madison Street and Monroe Street , Attached for your signature is .a letter authorizing ,East of Madison, LLC'to temporarily close Avenue '54 between Madison Street, and Monroe Street to, - perform the Avenue 54 off -site. street improvements for Madison Club, Tract Map No. 33076-1. The letter stipulates that the work will be'done in two months during established "construction h-ours starting'March 21, 2008 to May . 21, 2008. An adequate traffic lane for emergency vehicles and local residents'. access will be maintained during this.temporary closure. The proposed traffic r� control plan for this temporary closure o'n Avenue 54 is attached, for ,your *review. - Allowing a temporary closure on Avenue,54 would'eliminate the'safety concern posed �by allowing traffic driving near heavy road building equipment while pulverizing and removal of the•existing asphalt are in progress. This temporary closure would also allow the .contractor to more quickly get the project site into A; a. condition to ;once again safely allow traffic through. Y •" _ A If this request is approved; please,sign the attached approval letter and return to - Public'Works for -final distribution. Please. do not hesitate to contact me if you have any questions or require further clarification. TASTAFF\Yu\Closure\Ave 54 Closure Request Transmittal to Tom G.doc r •... • - i Tit4� q .. �r z P.O. Box 1504' LA QUINTA, CALIFORNIA 92247-1504 �aFTN� 78-4-95 CALLE TAMPICO (760)' 777-7000 LA QUINTA, :CALIFORNIA 92253 FAX (760) 777-7101, March 12, 2008 -John Gamlin East of Madison, LLC P.O. Box 1482 La Quinta; CA 92247 Dear Mr. Gamlin: I' have received your request for permission to temporarily close Avenue 54 between Madison Street and Monroe Street. A temporary street closure permit is hereby granted, subject to the following conditions: 1. This. permit is only valid for work performed in the City of, La Quinta from March 21, 2008 to May 21, 2008. 2. Local residents and emergency, access:through the site will be maintained without delay at all times. 3. The work allowed under this street closure permit is limited to the Avenue. 54 off-sitestreet improvements' per approved' plans with Plan Set No. 06147. 4: This permit shall be revoked by the Public Works Department upon violation of any condition of this .temporary road. closure permit. All work .included in the terms. of this temporary road closure'permit- shall be performed only during Code -established construction hours or by a separately issued early work permit. Sincerely, Thomas P. -Genovese City Manager cc: Tim Jonasson, Public Works Dir'ector/City Engineer Bryan McKinney, Principal. Engineer . Dorian Cooley, Fire Department Tom Hartung, Building & Safety Director La Quinta Police Department AVENUE 54 Item pprox. Quantil Unit HAZARD Unit Price Total. Traffic Control 1 Ls $8,000.00 . $8,000.00 Remove AC and Base 122.188 sF-.. $0.43 $52,540.84 Remove Curb & Gutter 5,170 LF $0.00 ' $6.00 Fine Grade from .02' +/- 1. Ls $36,000..00 $36,000.00 4-1/2" Asphalt Concrete. '282.550 SF $2.08 $587,704.00 6" CAB 282,550 sF . $0..54 $152,577.00 8" PCC Curb & Gutter STD. 202 & 208 5,170 LF $10.45 $54,026.50 2" Pavement Overlay 2,070 SF - . $1.00 $2,070.00 .Curb Ram STD..250 3 EA $810.00 $2,430.00 Driveway Approach Std. 221 2 EA $970.00 $1,940.00 a. Golf Irrigation Supply Well Driveway 1 EA:. $3,190.00 $3,790.00 b. Golf Irrigation Pump Station Driveway 2 EA'. $5,240.00 $10,480.00 Curb Grade & Backfill 1 Cs $12,000.00 $12,000.00 Shoulder Grade .. 1 Ls $11,000.00 $11,000.00 Adjust Existing Sewer Manhole to Finish Grade 4 EA $640.00 $2,560.00 Adjust Existing Wate Valves to Finish Grade' 9 EA $530.00 $4,770.00 Striping & Si na e 1 Ls $28,000.00 $28,000.00 TOTAL $969;888.34 -.Jan"30 2008.11:36PM HP.LRSERJET-'FAX _ p.2, MADl19ON Perimeter Strcel Landscaping ' Bid Schedule 12/1412007 AMNUE 54 PARKWAY Associated Plans:The Madlsor' Club Perimeter Landscape Plans 6I74/07 " Sheets L-1; L-13 through L-17; L-32 through L-36;LD-1; LS-1 through LS-3; - IR-12 through IR-16; ID-1 through ID-3; IS-1 Valley Crest Iteii "ftm llsacrlptlon• Quantity Urdt Unit Price, Total 4 MULTI -PURPOSE TRAIL Trail Curb Street Side On 8130 LF $8.90 S35 3g7,00 10' Wide 4" Com acted DG Trail 51300 SF 51.85 $g4 gps•00 Standard Multi -Purpose Trail Fence 4180 LF g10.T0 $44,728.00 Enhanced Muk Oee Trail Fence 960 LF 323.24 $22 078.00 r 2 3 4 5 6 7 e tc MONROE STREET s.-Item zc pox: Quanti `unit HAZARD ~. Unit Price Total Traffic Control ±1 Ls "' - $14,500.00 $14,500.00 .Remove AC and Base 9" F " ' "`� ` 'r "' '' "' 66,127 SF' rY- J$0.48 ` $31,740.96 Fine Grade from..02' +/- ' 1 Ls $19,000.00 $19,000.00 4-1/2" Asphalt Concrete 125,333 SF $2.12 $265,705.96 6" CAB 125,333 SF. $0.56 $70,186.48 8" PCC•Curb & Gutter STD. 202.& 208 2,495 LF $10.45 $26,072.75 6" PCC Median Curb STD. 210). •1,850 LF $6.90 $12,765.00 6" AC curb 1,850 i_F $4.70 $8,695.00 Curb Ram STD. 250 1 E4 $810.00 $810.00 Driveway Approach Std. 221 1 FA $970.00 $970.00 CVWD Well Site 77A 1 EA $2,230.00 Curb Grade & Backfill 1 Ls $18,000.00 $18,000.00 Shoulder Grade 1 Ls $9,100.00 $9,100.00 Adjust Exiisting Sewer Manhole to Finish Grade' 1 E4 $640.00 $640.00 Adjust Existin .Wate Valves to' Finish Grade 2 Ea $530.00 $1,060.00 Striping & Si na e 1 Ls $11,000.00 $11,000.00 TOTAL $492,476.15 i � r HAZARD.. MADISON STREET TOTAL $1,411,245.99 AVENUE 54 TOTAL $969,888.34 MONROE STREET TOTAL , $492„476.15 AVENUE 53 TOTAL $73,003.25 IMPORTANT NOTICE SECTIQN 4216/4217 OF THE GOVERNMENT CODE REWIRES A DIG ALERT IbENTIFICAfiON NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE- WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE wNNSTrnJcnoH rlor¢s ANOOIANIDIEB ALERT "TOLL FREE... 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG. i r na I\ e I \ C_ a A W y . nLOCAL DEPRESSION DETAIL nLOCAL DEPRESSION DETAIL' nLOCAL DEPRESSION DETAIL Y nLOCAI DEPRESSION DETAIL INSTALL a P.C.C. OVER e' CB/ 1 [B/ 2 • CB/ 3 1XM WASHEDED EKPGADBASE RASE 'C' CASE •S' CASE 'B' CASE •B' CONSTRUCT 8- CURB PER att AGGREGATE FINISH N.LS .. N.ES N.T.S N.T.S Or LA WWTA STD. OW. NO. 202 (USE GATE CRUSHED AGGREGATE) . ,tR'L01 RD o FUTURE . ,' ID CURB RAMP AADAr' STANOA`IN IM SLY R/W W' A VARRc - 148,EFUTURi •• /IW PROP. 20' 29:rIA - _ SETBACK 2' PAWWAYNTS.F1O' LANDSCAPE 5ECSETBACK I I y `1 3I i 'TRAIL EASMENTI •i M1' - 1 - ••Sw 1 II ITl i TRAIL - al i -... TC �. - - - , , 1 � PROPOSED 8' HIGH VA.Y_ '- PERIMETER WALL 4.5o A.C: PAVEMENT _ REMOVE EMSOIG GROUND OVER 9- AB. EXISTING �I i.W. VARIES - T . TP O Q-0.38' + - IB-.2- NOSNNCE WATEfl - RETENTION NOTCH - - THEORETICAL TP O 9 PER PROFILE I. i j3e' HIGH PVC 'SPUr RAIL A FENCE MM R10 RAILS - • AVE 54 CROSS SECTION W/ 8' CURB ; ? PER CITY SID.cf STA: 10+84.10 TO 13+22.95 I . & A4Y •' 21 . I P.C.C. CURB 55+05.03 TO 57+35.33Ilk I . PROPOSED - • FUTURE NLY R/W .". , •:.` SLY R/W EXTRUDE 8DEEP . {' WOE WEB, fUNRE I CON OtOI JOINT 10' O.C.'. 4x EXPANSION ,JOINT 30' O.C:. I8'A2• NUISANCE WATER I PROP. 20' 8 - I 20' RETENTION NOTCH - LAN APE • - - VNDSCAPE I /S REBAR DO'AN YIDDIE O WR3 , _VARIESSE CIK ' I ` ' - I SEBACK 'f� B�PURPOSE TRAIL ADJACENT TO PUBLIC STREET yy - • I IN .TRAIL EASMEND N.T.S. , T 2X. I +,ti,-......, .. i.. - 1 s I I - 1 MAX 2><'__------___ PROPOSED 6' HIGH - ' r PERIMETER WALL -4.5• A.G PAVEMENT ` - A REMOVE EASTINC GROUND - - - T.W. UNTIES OVER 6- A 8. FISTING . TP O F-0.38'000 _ TC 0 Q-0.17 THEORETICAL TP O Q PER PROFILE - - - 18'.2- NUISANCE WATER - REIENN"ON NOTCH - AVE 54 CROSS SECTION W/ 8' CURB + ' •. • PRIMARY MANHOLE - STRUCTURE UNIT 7 ' I/2K BAYSAVER UNIT IS' RCP INLET PIPE IS- RCP OUTLET PIPE . - HOPE REOUCER/ADAPTER • _ _ STORAGE MANHOLE 11 - STRUCTURE UNIT 7A •F STRNCNRE UNIT 7• • StRuclulm, NIT 7 48' LOCALLY APPROVED STORM GRAIN MANHOLE WPM 48' LOCALLY -APPROVED STORM DRAW MANHOLE - WATERTIGHT JOINTS WATER DENT JOINTS. . - FLOOR ELEVATION AT 978.92- _ - -. FLOOR ELEVATION AT 978.92' - 18' RCP INLET PIPE INVERT AT 985.06' .+ , 30' FRAME R COVER ELEVA TON AT 994.34' ' fS 24' NDPE DAYSAVER INVERT AT 984.92' 2 • 7.125' W SMOOM-WALL HDPE PIPES - - - 30• FRAME AND COVER ELEVATION AT'994.34' INVERTS AT 981.92' ' ,SEE PLAN NEW BELOW FOR PIPE ONIaHATIONs WATERTIGHT SEALS - PARALLEL TO EACH OTHER 20- C/C + SEE PLAN MEW BELOW DIAL TOLL FREE: 948 • ' 1-800-227-2600 BAYSAVFA 1/7K UNIT IB' RCP •• •- 24' O. 29' 00 INLET PIPE. ���II{{"iCC999pppppp . AT LEAST TWO DAYS CORRUGATED NDPE BENCH MAK DATUM CORHECTICN: BEFORE YOU 010 Ne. .. DESCRIPTION APPROX oTY. (� CONSTRUCT 4.5- AC OVER 8' AS 282,550 SF O PROTECT IN PLACE. ITEM PER PLAN r SEE PLAN Oj CONSTRUCT CONCRETE COLLAR PER RCFCAWCD DETAIL IS03 - "I EA O CONSTRUCT S- CURB A 0 WATER PER ary OF U W.. SIDS. W. 202 AND 208 5170 LF OS DEMO E%SITING. ITEM PER PLAT • SEE PLAN © ADJUST TO GRADE. ITEM PER PLAN - 12 EA O REMOVE EXISTING AC PAVEMENT A 122.1a6 SF O CONSTRUCT MULTI-PURPOSC TRAIL PER MODIFIED CITY Or LA QUINTA SIG. NO. 260 1NTH 4-a8' MOW STRIP ON EACH SIDE. SEE DETAIL ON SHEET 2 5014 lF O' PAINT 12- UNIT LINE. PER MUTCD STD. - 14 LF 10 CONSTRUCT CURB RAMP PER C N OF LA CUWTA STD. NO, 250 MODIFIED PER DETAIL ON SHEET 2 3 EA N CONSTRUCT GUTTER DEPRESSION PER CITY OF LA WWTA SID. NO. 330 CASE PER DETAIL ON SHEET 2 4 EA 12 PAINT MEDIAN TAPER PER AP.W.A SID. NO 140-2 - - '! EA I3 CONSTRUCT DRIVEWAY APPROACH PER CITY OF LA OUINTA SID. NO. 221 . 2'EA 14 PAINT BIKE UNE UNE. PER MUTCD SID. DETAIL 39 'N • 4555 IF 15 PAINT BIKE LANE INTERSECTION UNE, PER MUTED SID. DETAIL 39A ' " 60 LF 18 PAINT LANEUNES. PER NUTCO.SM. DETAIL 9 5402 LF 17 PAINT MEDIAN ISLANDS. PER NUICO STD. DETAIL 29 N 93" LF ' 18 PAINT CHANNEUZING LINE. PER MUTCD STD. DETAIL 38 - ' QIOB2 if 19 PAINT TYPE IV ARROW (Q. PER MUTCD sm. noun 3B-21 (CA) - 6 EA ©O CONSTRUCT 2- PAVEMENT OVERLAY- 2070 SF 21 PAINT ME IV ARROW (R), PER MUTCD STD. FIGURE 38-21 (CA). 4 FA Q NOT USED ' 0 U © PAINT PAVEMENT MANKIND 'STOP' OR 'STOP AHEAD'. PER MUTCO SID. FIGURE 38'20 (CA) 9 EA Q PAINT PAVEMENT MARKING -ENKE LANE'. PER MUTCD STD. FIGURE 9C-105 - 17 EA ©5 INSTALL ME -RI-1 - STOP SIGN'. PER CALTRANS TRAFFIC MANVAL - 6 EA Q INSTALL TYPE •Rt-3 - 4 WAY-. PER CALTRANS TRAFFIC MANUAL I EA• © INSTALL TYPE 'R2-1 (45) - SPEED UMIT. PER'CALTRANS' TRAFFIC MANUAL . 5 EA Q INSTALL ME 'NO PARKING SYMBOL. BIKE LANE'. PER MUTCD SID. R26 8 EA _ INSTALL TYPE 'STOP AHEAD'. PER MUTCD S10. W3-1 I EA' ® INSTALL TYPE 'LANE USE CONTROL'. PER CALIFANS TRAFFIC MANUAL I EA JI INSTALL ME-D3_I(07-I) - STREET NAME'. PER MUTCO SID. 1 EA Q PAINT 12• CROSSWALK AND UNIT LINE. PER MUTCD SID. - 279 LF Oj INSTALL TYPE 'RIGHT LANE MUST TURN R1CHr. PER WTCO STD. R3-7R 2 EA . O, PAINT NIGHT EDCEUHE, PER MVTCO SID. DETAIL 278 5117 LF O INSTALL TYPE -NO PARKING SYMBOL'. PER MUTCD SID. R26 - 8 EA ® REMOVE AND UNDERGROUND EXNSRNG UDUDES BY ID SEE PLAN . 40 CONSTRUCT IS' RCP STORM GRAIN, O-LOAD PER PLANT 41 REMOVE OR RELOCATE BY VER12ON UTIUVES SEE PUN " Q CONSTRUCT MANHOLE PER CITY OF LA OUINTA STANDARD 341 Q CONNECT TO EXISTING RCP STORM ORAN - ^'4J-'�-EtAA—�- 44 CONSTRUCT CURB INLET CATCH BASIN NOA PER OTY OF U ONNTA STANDARD 300. 1WDM PER PLAN 4 EA - 45 CONSTRUCT SAYSAVER SEPARATION SYSTEM PER DETAIL ON SHEET 2 ® INSTALL ME: W11-7 - EQUESTRIAN CROSSING-. PER CALTRANS TRAFFIC MANUAL I EA 47 PAINT TYPE M ARROW (Q. PER MUTCD SID. DETAIL A24A 2 EA 48 INSTALL ME'W41 - PAVEMENT MOM TINANSITION', PER CALTRANS TRAFFIC MANUAL - I EA 49 INSTALL CUSS I• ME -r OEUNEATCRS EVERY 25' SPACING - 22 EA 000 ,y } J. I c I of LA CHANTA 6 I 88t No. UNDERGROUND SERVICE ALUM of SOUTHERN CALIFORNIA N!18AYSAVER SEPARATION SYSTEMS PROTECTED BY U.S. PATENT aY5746911 N.rs. - - SUBTRACT 1000.00 FEET FROM. ALL ELEVATIONS SHOWN HEREON TO REFLECT ACTUAL MSL ELEVATIONS RELATIVE TO THE _BENCH MARK DATUM. - " .- - /f// 1 ((� RIG- ARO L CLA K P.E. C46559 • 6-30-07 EXP. _' Consultants/ 'Inc. T REVISED DETAIL r o/n/oe DESIGNED BY:T.B. - CHECKED BY: J.W.P. SCALE: '- REVISIONS DATE NO • DRAWN BY:' B.S.W. DATE: 07/05/O6 N.T.S. 7595 Irvine Center Or. Sidle 130 Irvine, Co. 92618 Phone: 949.453.0111 Fox: 949.453.0411 .. FILE NO. - 0502 STAMP �wr-' y�' L• c EY Y+ ��No. u6559j9 EXP, a-SD-o7 • 0 CN1l rw °O A BASIS OF BEARINGS THE NORTH LINE OF THE NW I/4 OF SECTION 9. TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN PER PM 44/67-68 SAID LINE BEARS N89'46'12'E 7, BENCH MARK APPROVED BY: {* - .. -. _ .,!';. PO 3 3W •MONUMENT IN HANDWELL AT THE - - INTERSECTION'OF WASNINCTON 5� , t/ �9� °?k 42 AVENUE ELEV=117.05' \ MOT Y I. J SSON, P.E. DATE PUBLIC RK D1REcroR/CITY ENGINEER R.C.E. NO. 45843 EXP. 12-31-081 CITY OF LA QUINTA OFFSITE STREET IMPROVEMENT PLAN CA { - AVENUE AJ`I DETAIL SHEET TENTATIVE TRACT 'MAP N0. 33076 PORTIONS OF SECTION 10 T.6.S., R.T.E. S.B.M. , DRAWING NAME: ST-AVES"5-02 " PROJECT NO. ' 4 0001 MDC - SHEET 2 OF 17 - - i IMPORTANT NOTICE ; �• CONSTRUCTION NOTES AND QUANTITIES SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A 01 AIFRT IDENIIi1UnON NUMBER BE ISSUED BEFORE A'PFRWT TO EXCAVATE'WLL BE VAIID. Fat YOUR DIG ALER A LD, NUMBER CALL UNDERGROUND SERVICE ALERT ... TOLL FREE- •• 1-800-2500-TWO WORMING DAYS BEFORE YOU DIG, 'Q 1/2A ''''++ R-- — -OCR-y,2tl LANDSCAPED SETBACK I Y PARKWAY d g•- g' , I\� 1�44 0 1• TRAIL USEYFN TI We9, , Wye• , g i \; T , 1d MD+. 1 F•--�{ � � 38' IODN PAC 'SPAY RAIL ` *WALL 8' P,CC OVER 8' CLASS 0 I v\\ a \, d -� I -WITH TWO RAILS AGGREGATE BASE NTH WASHED EIPOSEO I AGGREGATE FINISH (USE CRUSHED AG t T2 . - ♦ 6 ( - 1 To COMPLY WITH ADA srANOARB 6\. • Ji W •' q V 23L P.C.C. CURB I .. S. _ EXi.UX 6- DEEP a 4' VIDE CVRB. CONS OF CURB PER CITY ., CONTROL JOINT Id O.C.. ' • �Ij - Cf LA WNTA STD. D'AG NO 202 FImAN9al JOINT 3d D.C.. "u`„ O�18rI /3 REBAN DOWN MIDDLE OF CURB t8'x2' NNS HCE WATER ENV RETTION NOTCH 37 LOCAL DEPRESSION DETAIL - LOCAL DEPRESSION DETAIL CURB RAMP 1 Col. S ' 38 ULTI-PURPOSE TRAIL ADJACENT TO PUBLIC STREET NOTE: • SEE MULTI -PURPOSE TRAIL DETAIL _ •y N.T.S. . PER THIS SHEET - PROP. 20' - • 5 - - . LANDSCAPE PROP. FLOW .GI T ,5 EX PROP. 2d PROP. ROW J Ex PROP. Td . SETBACK R LINE I.T. Q OYNMT7 I EX LANDSCAPE R/W lNE C..fySETBACK <: eMNMY'+ R/W lANOSGAPE P�' CANE CL Q GOYnrT'( EX R SETBACK R/W •TRAIL yd •TRAIL EASEMENT 91 EASEMENT , •"'. EAyQRT ' to, U. 12-51' MY I -Itl 1@I. 55• , V11 tr 43• 30' j 6 , 10, MILat 12, VARIES ' 2S I.BJL ' 201[� V4k VARIES '•y . �- - I - .� (' 4 VARIES I 'H` d ' d .. zox -oli 2.OX S>. AC PAVEMENT 8' Ca/C CURB . NY ` 1� Cow- CURB AND BASE ! e CUTAG PAVEMENT ER (TV.) � � 8' CONC CURB AN AC PAVEMENT PAYFM`•�1 �Q - e CUTTER (TPJ , ,`"1'• ,. & CUTTER (TYP.) AND BANE O BASE ' 8' It 8' AC CURB CONC CURB ` MONROE STREET CROSS SECTION MONROE STREET CROSS SECTION ' MONROE STREET CROSS SECTION STA: 10+70 TO 13+50 STA: 13+50 TO 14+77 , STA: 14+77 TO 33+16 N.T.S. N.T.S. I N.T.S. iR PROPLANDSCAPE ' PROP. ROW Cl T •i Lay DL - ,. SETBACK 'RM .l1NE LLS' R/W 'M a i •TRAIL EASEMENT taH. Itl M,i. , 1 55• � . .•. +4 VARIES ' 2x - l 201L 20f y~��7 , .14 e' CONC CURB AC PAVEMENT )a A CUIiFA (TIP. AND BASE .� . MONROE STREET CROSS SECTION I. y STA: 33+16 TO 36+33 °s N.T.S. 4 =� DI DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS - BFNCH MARK DATUM CO , {• No. DESCRIPTION APPROX. OTY. ' Qi CONSTRUCT l5- AC OVER 6- AB 125.333 SF O PROTECT IN PUCE N/A © CONSTRUCT B' CURB AND CUTTER PER a" OF LA OUNTA SIDS. NO. 201 AND 20B . 2.495 LF O CONSTRUCT 8' MEDIAN CURB PER CITY OF 1A OUINTA STD. NO 210 1.850 O DEMO EXISTING BY STREET CONTRACTOR. TYPE PER PLAN .. N/A ADJUST EISTNG SEWER MANHOLE TO C AOE I EA O REMOVE EXISTING AC PAVEMENT 66.127 SF R PANT BIXE LANE PER CILTRAWS SID. DETAIL 39 2.210 LF O PAHT BIKE LANE PER CALTRANS STD. DETAIL 39A - , 340 (F 10 PAINT LANEUNES, PER CALTRANS SID. DETAIL 12 - - 2.200 LF, O PANT MEDIAN ISLANDS. PER CALTRANS SID. DETAIL 29 Q PAHT CHANHEU2NG LONE PER CALTRANS STD. DETAIL 38A 30 LF 0 PANT TYPE W ARROW (L). PER MUT'CO SID. DETAIL A24A I EA i4 PAHT TYPE IV ARROW (L), PER MUTCO SID. FIGURE 38-21 (CA) I EA L5 PANT TYPE W ARROW (R), PER MUTCD STD. -DETAIL A24A 1 EA le PANT TYPE TV ARROW (R), PER MUTCD STD. FIGURE 38-21 (CA), i EA E ADJUST F30STING WATER VALVE TO GRADE - 2 EA l8 PAINT PAVEMENT MARKING -STOP-. PER MUTCD STD. DETAIL 38-20 (CA) 4 EA bPANT PAVEMENT MARKING -STOP AHEAD-. PER MUTCO STD. FIGURE 38-20 (CA) 3 EA ® PAINT PAVEMENT MARKWO 'BIKE LANE-. PER CALTRANS SID. DETAIL A240 2' EA PANT BIKE LANE ARROW PER CALTRANS STD. DETAIL A24A - 2.EA .- ® PANT CHEVRON 20.0- O.C. FACING PER CALTRANS STD. DETAIL 38A 7,390 SF ® INSTALL TYPE -TI-1 - STOP SIGN'. PER MUTCD si0. 2 EA Q INSTALL TYPE 'W3-I - STOP AHEAD SYMBOL SIGN', PER MUTCO STD. 2 EA ® INSTALL TYPE 'RI-3 - 4 WAY. PER MUTCD STD. 2 EA �g INSTALL TYPE -R2 (50) - SPEED UWY, PER CALTRANS TRAFFIC MANUAL 1 EA �1 INSTALL TYPE 'RF7 - KEEP RIGHT SYMBOL-. PER UUTCO STD. 1 EA ®INSTALL TYPE 'R7-9A - ONE LANE WITH NO PARKING ANYTIME SYMBOL.'PER MUTCO STD. 4 EA INSTALL TYPE 'OMI-I OBJECT MARKER; PER CALTRANS TRAFFIC MANUAL. 1 EA ® INSTALL TYPE '03 - STREET NAME'. PER WTCO STD. '• 1 EA jt PANT 12' CROSSWALK -0 LIMIT LINE. PER CAL ANS DETAIL A24E 130 LF INSTALL TYPE -W75 - LANE ENDS MERGE LEFY. PER CALTRANS TRAFFIC MANUAL 1 EA INSTALL TYPE 'WIN - PAVEMENT WOTH TRANSITION-. PER CALTRANS TRAFFIC MANUAL I EA © INSTALL TYPE -R63 - 00 NOT PASS'. PER CALTRANS TRAFFIC MANUAL - I EA ' ® INSTALL TYPE 'R3-7R - RIGHT LANE MUST TURN RIOT, PER MUTCU sm. - I EA CONSTRUCT MULTI -PURPOSE TRAIL PER MODIFIED CITY OF LA OUINTA STD. NO 260 WIN 4'a8' MOW STRIP ON EACH SIDE SEE DETAIL.ON SHEET 2 26,000 SF y V S� CONSTRUCT CUTTER DEPRESSION PER CITY OF LA OINTA'STD. No— USE B 150 SF N/A ® CONSTRUCT DRIVEWAY APPROACH PER a" Q LA QUINTA STD. NO. 221 276 SF . O CONSTRUCT 24- RCP STORM DRAM. D-LOAD PER PUN 80 (F 41 CONSTRUCT CONCRETE COLLAR PER RCFC a WOO STANDARD DRAWING U603 � • 1 EA x ' Q DU NSTUCCT�B PAST CATCH BASIN HOA PER City OF LA OUINTA STANOARO 300, ® CONSTRUCT CURB RAMP PER CITY OF LA QUINTA STO. NO. 250 MODIFIED PER DETAIL ON SHEET 2 1' EA O REMOVE AND UNDERGROUND EXISTING UTILITIES BY IRA I EA 6 REMOVE OR RELOCATE BY YE82C)IUnES 1 EA 4646 CONSTRUCT 6' AC CURB 1,850 LF' Q TO BE RELOCATED BY CONTRACTOR I EA PAINT YELLOW LEFT EDGEUNE, PER CALTRANS STD. DETAIL 24 3 668 LF yl I, 4` I " ` a I I j E5 Y I I t h I j BEFORE YOU BIG UNDERGROUND SEANCE AUNT OF SOUn¢RNH CA 90OM I _ FDtEC71 t�h SUBTRACT 1000.00 FEET FROM ALL ELEVATIONS SHOWN HEREON TO REFLECT ACTUAL MSL ELEVATIONS RELATIVE TO THE, BENCH; MARK DATUM. - - Plan 38I NO, QS� ` • RI AR K ri P E EXP. ®Consultants Inc. C46559 6-30-07 7595 Irvine center Dr. sMRe 13o Irvine, Co. 92618 PAonr. 949.453.0111 Fax: 949.453.0411 - STAMP ' g c�L GY �¢N0. C46559� EXP. A-30 O7 "• e++RtrrN • BASIS OF BEARINGS `k BENCH MARK APPROVED BY: CITY OF LA QUINTA. DRAWING NAME:4 SIIONROEST-05-02 . ; ' THE NORTH LINE OF 7HE NW 1/4 .' ' OF SECTION 9, .TOWNSHIP. 6 SOUTH, RANGE 7 EAST, SANAIONUMENT 8ERNARDINO MERIDIAN PER PM .' 44/67=68 SAID CANE BEARS N89.46'12'E I � PD 3 3W IN HANDWELL AT THE URERSECTION OF WASHINCTON ST ='& 42 AVENUE ELEV=117.05' - r 3 li OFFSITE STREET IMPROVEMENT PLAN MONROE STREET DETAIL SHEET .TENTATIVE TRACT MAP NO. 33076-1 PORTIONS OF SECTION 10'- T.6.S. R.7.E. S.B.M. • PROJECT No. 0001 MDC DESIGNEE BY:D.C. CHECKED BY: J.W.P. SCALE: N.T.S. FILE NO: 0502 OTHY R J N P.E. DATE PUBLIC WO D ECTOR 6 .Y ENGINEER R.C.E. NO. bsBa3 EXP. rz-31-o9 t_ I' SHEET 2,OF 10 REVISIONS DATE NO DRAWN BY: D.C. DATE: 10/09/O6 r , OJ CITY OF LA QUINTA �a PUBLIC WORKS DEPARTMENT. = ` ENGINEERING DIVISION 78-495 Calle Tampico P:O. Box 1504 •.La'Qumta California 92247-1504 r OFPhone:760:777.7075 Fax::160.777.7155 �. • tf t PRE CONSTRUCTI`ON`MEETING ATTEND'ANCE:fORM Project Name MlN > w�. '''t Date." - Project.:ID: TM�'32879 i• 2 o Time. �^^ .. �t Type of Imp.. 091t16 V7T l'MN ,QVE,S,/«;` En. Perm it#: d,o �Z { , • �. ' .Name,• :1 •;�,` CompanyI Organ�zatio�n. � 'Telephone N,,o� :; 2 D. 3 oZ 77 o 4 '5 Lli�JN •� . f'S +� r►�'� `�f r���✓� 2iv s t%/ 6` 4-f ffin f • 12 13 X s '15 _ }. 1.7 18 r J. 19 20 TATAFFWalennela\Engineering Services\Pre-Con Attendance_Form:doc City of La Quinta The following General arid' Special Provisions are attached to and made a part of Permit Number 8012 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 property 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 ofthis. 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) 7,77 - 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 ('/<") 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 1W) 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. ❑ R1'0 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the, manufacturers specifications. City of La Quinta N ' R1'1 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 (5) lifts .where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so'that the resulting compaction shall 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 ( 3 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) 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. . 1. l PERMIT NO. 8012. Madison Club / Off -Site. Street Improvements /. Tract No. 33076;. Monroe St Btw Ave 53 & Ave 54; Ave 54 Btw.Madison & Monroe 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. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. East of Madison, LLC (Mark Alexander) and/or Hazard Constuction, hereinafter referred to as "Permittee",shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more. frequently, if required. . 6. 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 I st 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 I st 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 riot permitted on any Arterial street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. 7. 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 County Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at. the intersection is to be altered in anyway. .8. The permittee and/or contractor. placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill. can be determined to be placed according to the city approved,plans. 1 , Special Conditions Page I of 8 I PERMIT NO.8012 Madison Club / Off -Site Street Improvements /Tract No. 33076; Monroe St Btw. Ave 53 & Ave 54; Ave 54 Btw 'Madison .& Monroe 9. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to ' determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 10. , -Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § I (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. 11. - 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 12. The4permittee 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. 13. East of Madison, LLC (Mark Alexander), hereinafter referred to as "Permittee", shall.be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during solfimport./ex.port activities: p a. A valid grading permit'shall be active at both the.import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur,. as necessary, at import and export location. d. Trucks.hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. 14. Pursuant. to Section 14.16.250 of the La Qumta. Municipal Code (Ordinance:10 .§ 1 (part), 1982), at residential streets, 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. On Collector to Major- Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October of 2006, these documents' can be observed at http://mutcd.fhwa.dot.gov/HTM/2003rl/part6/part6-toc.htm and http://www.dot.ca. og vmq/traffops/signtech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. It shall be the Permittee's responsibility to'appropriately detour and barricade all construction sites. t Special Conditions Page 2 of 8 PERMIT NO.8012 Madison Club / Off -Site Street Improvements / Tract No. 33076; Monroe St Btw Ave 53 & Ave 544 Ave 54 Btw Madison & Monroe 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. ) 15. 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 no 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. 16. 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. 17. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's.: 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 II at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement- at and near the locations of the work area. Prior.to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 18. 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 II at 777-7047.to determine the city inspector's phone number. The inspector shall determine the number and location of the test locatiori/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 California Registered Civil Engineer. 19. 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. Special Conditions Page 3 of 8 PERMIT NO.8012 Madison Club / Off -Site Street Improvements / Tract No. 33076; Monroe St Btw Ave 53 & Ave 54; Ave 54 Btw Madison & Monroe 20. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans); other City, or County jurisdictions if any of the work or traffic control devices extend into the. CalTrans,.other City, or County right of way. 21. " 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 22. Work within 500 feet of any designated School Zone shall be performed between the hours of S. a.m. —1:30 p.m. Traffic control shall beset up after 8 a.m. and removed before 1:30 p.m. 23. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 24. 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. 25. During work hours,'the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition,.a minimum of 5 feet clearance. from open trenches. e. . A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 26. 'The permittee shall haul all offsite debris to'a certified landfill. Prior to hauling debris, the permittee shall inform'the City (Inspection staff or 777-7047) of the name and location of the certified•.dump site. 27.. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer. for the site. excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer II..If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 28. 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. Special Conditions Page 4 of 8 I PERMIT NO.8012 Madison Club [Off -Site Street Improvements / Tract No. 33076; Monroe St Btw. Ave 53 & Ave 54; Ave 54 Btw Madison & Monroe 29. The permittee is required to, provide an informative message board (approved ,by the City Engineer) informing the commuters.using the affected roadways of g. Possible traffic delays. h. , Time of construction i. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and, the entire message should be "readable at the posted speed limit. 30.- Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction.Within' street rights -of -way shall conform with Section 306=1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified. herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be. the Permittee's responsibility to'provide appropriate geotechnical supervision,' testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation'is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and'the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be. brought to. or maintained at appropriate moisture content for compaction. Theappropriate 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. Special Conditions Page 5 of,8 PERMIT NO.8012 Madison. Club / Off -Site Street Improvements / Tract No. 33076; Monroe St Btw Ave 53 & Ave 54; Ave 54 Btw Madison & Monroe 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 e 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. 31.: 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, Pennittee 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. 32. All landscaping,` irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 33. Access and egress to all local properties shall be maintained at all times. 34. Pursuant to Section 1.4.16.375 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. Special Conditions Page 6 of 8 PERMIT NO.8012 Madison Club/ Off --Site Street Improvements / Tract No. 33076; Monroe St Btw Ave 53 & Ave 54; Ave 54 Btw Madison &.Monroe D. . , Cold -Mill and Overlay - The existing pavement which was properly protected m place during the trenching operation located adjacent to the trenchsaw 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/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and' capping. F-. Any existing lane striping 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. 35. 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. 36. Pursuant to -Chapter 12.56 of.the La Quinta Municipal Code (Ordinance 10 § I (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. 37. The City of La Quinta reserves the right to revoke, suspend or void this permit'at any time. 38. 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. 39. 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 7 of 8 PERMIT N0: 8012 Madison Club / Off: Site Street Improvements / Tract. No. 33076; Monroe St Btw Ave 53 & Ave 54; Ave,54 .Btw Madison &. Monroe 40. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly; and courteously; : 2. Move &.maneuver. quickly; 3. -Provide. clear and positive guidance;. 4. Understand and apply safe traffic controlpractices; ' 5. ' Recognize dangerous traffic situations in sufficient time to avoid injury. B. FIagger Safety Apparel 1. Background a. Fluorescent orange- red, .or b. Fluorescent yellow -green 2. Retroreflective.material (Orange; yellow, 'white; silver, yellow -green, or fluorescent 'version. 3..Material shall be visible at 1000 ft. 4. Apparel, shall be designed to identify the wearer'as a person 5'. Law enforcement -personnel should adhere,to the'same'standard C. Hand! -Signaling Devices'- .Stop/Slow paddle, octagonal. in shape with minimum 18" width and 6"' letters. Must have white legend on red background. D. Directing Traffic 1. ' .Only three (3).signals are required. STOP SLOW PROCEED E. Flagger'Communications L' If work area is too long for relay (2,flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or - C. Field.phones F. Flagger warning signs must -be removed' or covered when flagging is finished, when work is not going to startimmed.iately, or when work is completed. Special Conditions '' Page 8 oC8