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8105
See below for Finance Revenue Codes . ENCROACHMENT PERMIT , PUBLIC WORKS CONSTRUCTION s. For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains an�.other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. .Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 9/12/2008 LOCATION OF CONSTRUCTION: CVHC Wolff Waters Place; PM 33588 Par. 4; SDP 2006-857; Dune PURPOSE OF CONSTRUCTION: Off -Site Street Improvement Plans DESCRIPTION OF CONSTRUCTION: See Plan Set No. 08044 DIMENSION OF INSTALLATION OR REMOVAL: See Plan Set No. 08044 APPROXIMATE TIME WHEN WORK WILL BEGIN: 1l6/2009 TIME OF COMPLETION: ESTIMATED CONSTRUCTION COST: $422,535.00 (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 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinarices, 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 o Applicant or Agent Brian Peulicke - Coachella Valley Housing Coalition 45701 Monroe Street, Indio, CA 92201 760-578-8926 _ Name of Applicant Business Address Telephone No Tri-Star Contracting Name of Contractor and Job Foreman 475515 Contractors License Number Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I 15501 Little Morongo Road, Desert Hot Springs, CA 92240 (760) 251-5454 Business Address Telephone No. Finance Revenue Code e Inspection Fee E_1 $12,676.00 Permit Fee E_1 $100.00 As -Built Deposit E_A $1,000.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL J13.776.00 762 City Business License No CE06CGL005001-01 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 8105 DATE ISSUED: Dec icY , Zoo EXPIRATION 4ATE: P� i 9 "ZDo 9 BY: f�''1 WORK INSPECTED BY": PERMIT COMPLETION DATE": If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. Sep 12. 2008 2:07PM' Co'achella Valley Housing 7603470058 p.2 T4&t 4 4- 4d-rw PUBLIC WOR— KS DER -PART EN.T APPLICATION FOR PERMIT Date: 9 -12 - ` eye M o 6-05-- �' r Of Tract No:fM 3 ��{ Par. 4Project Name: V��F 11 -Ts f Vicinity: 5 4-9 ��08 of Construction (Ex: Rough Grading, Offsite Street etc.) O--fst'r'FS'n&-vrS wr-&.Ae � Plums _ Description of Construction (Ex: See Plan Set No. 01234) ':is- p$bi Dimension of Installation or Removal: t 'kz R(aK Sal Ala_ LeC49 Approximate Construction Start Date: at ) 'Z'L )a8 Approximate Construction Completion Date: ko 1 1z 7e$ . Estimated Construction Cost: $ Estimated Construction Cost shall inchide die-temoyol of all olSStrtrctttias, material , itn0?t9W com placing pamanent resurfacing and or replacing improveamts & n Contact Name: F-,dAp► 4 Af t_ to C C- Phan Number: 7�5 -"18 Name of Applicant/Owner: Coe>C.tsa�t •��-f'OUst-A Applicant Address: QS"i01 I�le}..s2.o� sr� (..mot o , 4r-JZzDk Applicant Telephone Number; Naive of Contractor: -Mt -C Mi a-lL &? C11 s lc� , Contractor Address: X L,k-T - e , f A QZZ Contractor Telephone Number: Contractor State License Number: Contractor City Business License Number: '?Z ► A COPY OF THE CURRENT INSORANCE CERTMCA•T1E IIIISZT^g PRO -ipF 4 Applicant or Contractor General Liability Insurance : Compa p�,,y Applicant or Contractor General Liability Insurance Policy Number: ( Ob C. t_ODScy-,I bi Office Use Only: Inspection Fee: l d—i P6ratil Fee: eposit D: Deposit: l Q Q O Dust Control U�7iosit: _ Crodit Amount!_._......._ - -1-0-TAL F[?E DUE: office Use Only: Assigned PermitNumixr: Approval Date: a l Expiration Date: Issue Date: --Administrati.vc-i.uthoTity.--- Ser-, 12.N2008 2:07PM' Coachella Valle3 Housing 7603470058 P.1 To: Amy Yu From: Brian Peulicke Fax: 777-7155 Pages: 2, incl. cover phone: Dane: 4W Bee—�- � a Re: Plan set-98999 CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle e Comments: Application attached. Call with any questions. (760) 578-8926 Thanks, �l� CVHC Dune.Palms Neighborhood Offsite Street Improvements Cost Estimate September 12, 2008 sFP 1 b ?008 Developnenc Seryf �s Offs_e�Str�eetlm %�yem._en_ .Plans x A� Job No. 1786 Cityof La Quinta �DESCR/PTION' ,_,. ' `' zQUi4'N.1T [I%1,111,T UNWOOSaT,' 90MAXWOOS;T Construct 4.5'.' A.C. Pavement over.5.5" crushed A.B. 2,750 SF $3.00 $8,250.0.0 Construct 4.5" A.C. Pavement over 6" crushed A.B. - 39,591 , SF $3.25 $128,670.75 Construct 6" Curb and Gutter 1,144 LF $12.00 $13,728.00 Construct 6" Median Curb 2,414 LF $11.00 $26,554.00 Construct Cross Gutter & Spandrel. 3,412 SF $8.00 $27,296.00 Construct 8' Wide MeanderingSidewalk n/a n/a $0.00 Construct Curb Inlet Catch Basin/D ell 2 EA $4,250.00 $8.600.00 Construct Gutter De ression . 2 EA $500.00 $1,000.00 Sawcut and Smooth Join '1,760 LF $1.00 $1,760.00 Remove ExistingAC Berm 320 LF $1.00 $320.00 Remove ExistingCurb and Gutter 137 LF $5.00 $685.00 Remove ExistingAC Pavement 38,569 SF $1.95 $75,209.55 Construct Curb Ram 6 EA $500.00 $3,000.00 Cold Plane ExistingAC Pavement 9,705 SF $1.00 $9,705.00 OverlayExist: A.C. Pavement 0.10' min. thickness 9,705 SF $1.50 $14,557.50 Install 1 1/2" Irrigation Sleeve 1,906 LF $3.00 $5,718.00 Install 2" Irri ation Sleeve • 60 LF $4.00 $240.00 Install Stamped Colored Concrete, 4,271 SF $5.00 $21,355.00 Install 2" Electrical Conduit 1,041 LF $4.00 $4,164.00 Install 17"x 32" Pull Box 7 EA $200.00 $1,400.00 ' SubkTT,d algO ite Street; PIans 352�1�1`2�80 • �� ' • ` ` `� O�ffs".Ite°"�St�t�Pla s S°404;929�72 The above cost estimate does not include raw land, legal fees, agency permits and fees, profesional engineering fees, �pFESS/p construction phasing, bonds, financing/carrying costs, Q Nq� construction staking, soils testing, accounting and �,Q� a P• DE L4 A Fy construction management. MSA Consulting, Inc. makes no P * �y representation concerning the estimated quantities and cost ,�? ' C43BBO ' m m figures other than that all such figures are estimates only Exp.—3p.-09 and the Engineer shall not be responsible for fluctuations in cost factors or the actual cost at the time of construction. � o / V F OF CA\-\�p 1 1 of 1 34200 BOB HOPE DRIVE 13 RANCHO MIRAGE ® CALIFORNIA ® 92270 760-320-9RI I 760-37.E-7R91 FAX www MSA('nwcwTTTwr.INr' rnm P.O. Boa 1504 LA QUINTA, CALIFORNIA 92247-1504 78=495 CALLe TAMPICo (760) 7 7 7 - 7 0 0 0 LA QUINTA, CALIFORNIA.92253 FAX (760) 777-7101 December 15, 2008 Brian Peulicke Coachella Valley Housing Coalition 45-701 Monroe Street, Suite G Indio, CA 92201 Dear Mr. Peulicke: I have received your letter dated December 10, 2008 requesting permission to work outside of the construction hours established by La Quinta Municipal Code Section 6.08.050 for SDP 2006-857, Wolff Waters 'Place,- off -site storm drain and .street improvements. Wolff Waters Place .is located in the northwest corner of Dune Palms Road and Avenue 48. Exception 2 of the above -mentioned code section allows the issuance of an early work permit under certain specific conditions. It is our determination that a sufficient need exists due to the need to complete the off -site storm drain and street improvements as quickly as possible to minimize traffic congestion in the school area. Therefore, an early work permit is hereby granted under the "long process material" provision of the exception, subject to the following conditions: 1. This permit is only valid for the off -site storm drain and street work performed for SDP '2006-857, Wolff Waters Place, from January 5, 2009 to February 27, 2009, excluding the holiday on January 19, 2009. 2. Work hours shall start from 6:00 a.m. to 8:00 p.m. to allow for an extended work day on January 5, 2009 through February 27, 2009. All lanes • shall be opened no later than 8:00 p.m. on February 27, 2009. " 3.- :The work allowed under this early work permit is limited to the off - site storm drain and street improvements for SDP 2006-857, Wolff Waters Place. a T:\STAFF\Yu\Night Work\CVHC Extended Work Hours Approval Letter 12-2-08.doc 4.. The owner/developer must post message boards to advice the.public of said improvements forty-eight (48) hours prior to the commencing of the aforementioned improvements. 5.. This` permit shall be .revoked upon receipt by the Public' Works Department of any citizen complaint of construction noise occurring during the extended hours granted by this early work permit, or upon violation 'of any condition of this early work permit. All work not specifically included in the terms of this early work 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: Timothy R.- Jonasson, Public Works Director/City Engineer Tom.Hartung, Building '& Safety Director Bryan McKinney, Engineering Services Principal Engineer La Quinta Police Department Dorian Cooley, Fire Department T:\STAFF\Yu\Night Work\CVHC Extended Work Hours Approval Letter 12-2-08.doc Coachella Valley Housing Coalition December`10, 2008 Tim Jonasson, Director of Public Works City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 RE: Request Extended Work Hours Dear Mr. Jonasson: ANNIVERSARY 1982-2007 45-701 Monroe Street, Suite G, Indio, CA 92201 T'EL: (760) 347-3157 FAX: (760) 342-6466 RECEIVED DEC d 1 2D08 DeVeleAmerie maces Coachella Valley Housing Coalition is requesting permission to work extended hours during the construction of the off site storm drain and street improvements for our project. This work will require us to severely restrict traffic flow at the intersection of Dune Palms Road and Ave. 48 and temporarily block the southernmost driveway of Desert Sands Unified School District. We would like to begin the morning of January 5th, 2009 and continue daily until the work is complete. We plan to work from 6 am until 8 pm each day in an effort to complete the work faster. The work is anticipated to take up to 4 weeks for the storm drain and an additional 3 weeks for the street improvements. We will work diligently to conclude our work as quickly as possible. Work will be complete no later than February 27th, 2009. We will be using Tops and Barricades for traffic control and they will make sure that signage will be up notifying the public of the construction work. We have discussed our plan with DSUSD and the Watercolors development will be notified as well, in our effort to be good neighbors. We thank you in advance for your consideration of our request. We appreciate the City's assistance and cooperation as we build this much needed project. Feel free to contact me with any questions or concerns at (760) 578-8926. Sinc Brian eulicke Land Development and Construction Manager Coachella Valley Housing Coalition www.cvkc.or- La�'"�' 0 • �W OF T TO: Thomas P. Genovese, City Manager FROM: Bryan McKinney, Engineering Services Principal Engineer VIA: gimothy R. Jonasson, Public Works Director/City Engineer RE: Request from Coachella Valley Housing Coalition to Work Outside of the Code -established Construction Hours on Avenue 48 and Dune Palms Road DATE: December 15, 2008 Attached for your signature is a letter authorizing Coachella Valley' Housing Coalition to work outside of the construction hours from 6:00 a.m. to 8:00 p.m. on January 5, 2009 through February 27, 2009 (excluding President's. Day) to perform off -site storm drain and street improvements. The work will be on Dune Palms Road and on Avenue 48 for the Wolff Waters. Place project. The proposed traffic control plan is attached for your review. It is necessary to complete the off -site storm drain and street improvements as quickly as possible to minimize traffic congestion in the school areas. This would also allow the contractor to more quickly get the project site into a condition to once again safely allow traffic through. 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. T:\STAFF\Yu\Night Work\CVHC Extended Work Hours Request to Tom G 12-15-08.doc c7ry or �... se,TNtna OL60 " Gsrr a CPALO t i EKED A. " WAKING 6mM DRIVE -III MilES AYFtaIEyT¢(y 'HAY t (T� CITY W t L'TLREY SYOM141 - O' GWMW t i / Cj AVENUE of SITE I A, S J� AIF/JI1E' S0 CITY LA Q.TFA. 9 ` AVENUE 52 RANCH ROCK SILVER GOLF COURSE AVENUE 54 VICINCTY MAP/EXPORT HAUL ROUTE M.T.S. THOMAS GUIDE (2005) PG 80. 679. 5470. AND SSW $VF2ROUNDING,.,AREA NORTH - VACANT SOUTH - RESIDENTIAL CAST - RESIDENTIAL AND COMMERCIAL WEST - COMMERCIAL Will 1 WNW I 0 MALL WAYS 48 . EEPORT we IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE,- STATE OF CALIFORNIA a PARCEL 4 OF. PARCEL MAP NO. 33588 CVHC DUNE ALMS NEIGHBORHOOD OFF-SUESItyt:L IM)"17OVEMENT PLANS LEGEND PROPOSED CENTER. MOM5E0 RIGHT OF WAY PROPOSED PUE PROPOSED LOT LIME PROPOSED SAWCUT LWE -r PROPOSED GRIND UK .................................._. PROPOSED 6- CURB AND GUTTER PROPOSED 6' MEDIAN CINB .._wn......._... _...._- I'=" RICO OF YiAT 03STM CASEMENT -- - EXISTING CENTERUNE EXISTING CURB AMC CUTTER ---p... _...... DUST= WATER MAIN �.-... ___.S....._..... EMSTIiO SLYER MAN ._.._.... _.._.U...._....... COSMIC UT JnM GAS TELEPHONE. ECT. PROPOSED 4.5' AC. PAVEMENT OVER 1 sx CRUSNED 'AMtEGAr BASE PROPOSED 4.5' A.C. PAVEMENT OVER O 6 CRUSHED AGGREGTE BASE / /" �'� REMOVAL OF EXISTING AC. PAVEMENT. 1 1 BERM. CURD R GUTTER) GRIND AND LIERUY COSTNO ©® AC. PANO(EtaSTAMPED COLORED RUNNING SEND BRICCPATTERNWITHC3' 1 ROW ARROWS M CONSTRUCTION NOTE 8 QUANTITY ESTIMATE FOR Q OONSIR UCT 45' AC PAVOW OVER 55' CRUSHED ACREDATE ELSE I 2750 SF. 4Q COISRUGT 45' AG PAVENEWT OMEN 6' CRUSHED AGCAEGTE SIZE M.591 S.F. le 0 CONSTRUCT 6' Oft AM GUIIR PER CRY OF LA WRA SO DOM NO. 21H 1,I41 LT. � O COYStRMET 9' MERw CARD PER CITY OF U Q1RD1 SD. WC, NO 210-- "14 Li./ 15 CONSTRUCT cm -CURER Am S ommi'PER CITY of LA OUMA SD. INC. N0. 230 3.412 S.F. © PROPOSED B WANDERING SIDEWALK PER CITY OF LA OL" SRO. DWG MO 245 (SM LANOSCWE PARKWAY PAFQ$ GRADING PLAN FOR CO SRRtCT00 0 CONSTRUCT CURD IDET CA1CN BASIN NO. 1 PER COY OF LA QIINTA STD, DWG. N0. 3W N/A 2 FA / O CONSTRICT GIRTER DEPRESSION FOR CURB MUM CATCH BAWL FIR CITY OF LA OL" SM OAO NC. 33D (SEE PLAN FOR CASE)- ° Ek / O saw AND SMOOTH .OW To PYESIN(. Moo LT. ® REMOVE COSTING Ac- fE1R11 �,_ E•x1 LF.' lO Ram- OOSNC CURB me tfrtiTR 137 LF., © REMOVE COSTING AG PAVEMENT 5m SF./ ® PROTECT N 0.-- N/A / © ADAM COSTFC UTILITY VALVES, MAMIOLM AND VAULTS To N/A 0 REMOVE AID mm7I EXIT m SIGN. QRICATIM ROM -.N/A ® COSTRUM CURB RAMP PER CAC FIGURE 118-21. SEE OCTAL ON SST Mo. S A EA#' © SSE 17G�ND51E ` DR: E s� PAVEMEY (a 10 RBI. DEPRA 3. 1@L WORQ 1705 &re ® aHDDAY EYISmm AC. PAVEIENI (0.N8 MN. 'TIICINNESS). SEE Da'& ON SHEET NM 5. 9.T05 S.F./ IS IATAIL 1 I/2' PVC SON. 40 RIWATNON SALVE (24' MN. cam - 1.905 L.F. r- ® 04EIII 2' PVC SCM 40gf11DRGUON SAVE (2F4" MR OMTR) '^ LF./ ® tTLVER/C IG7EMp7E `p IF'EOSC3VO AIONULNLVF L� TO BE I U ® °GCIERAL Ej9W 80iX5N1F sEi NOTE t NMOONI1 UWEXTT Is TO BE ® 1ERAl°7 f NY 0�/�'�'T . EA SEE GENFOUND -CTEi8 E� MONUY S To 88143LSTU ®.PEEP N�GIII'W RD ��E,GR WON. DEPiND1/4' RFAT•EDCES.A77EN: 1 u RIfECRAL COLOR, W. SCOiiE1D. C-32, U COMA OIIARRY RED OR ROW. 4.271 S.F. / E6ULL Y ammm OODUI (SON. 40) fWALL IT X 3Y PULL BOX t.at LT. 7 E./ NOTE TO CONTRACTOR,'QUANMY ESTIMATE NSA CONSUU7NO NC MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUVTIRIES ON IRM PLANS EXCEPT THAT ALL SHOT FIGURES. OCUMD" ALL EMT^%RN QUANTITIES. ARE PRELIMINARY ESFUMTES AND FOR PERMIT PURPOSES ONLY IT SHALL BE THE CONTRACTORS RESPONSSILITY TO PREPARE HIS OWN QUANTITY ES7WAtE FOR CONSTRUCTION ON LAST PURPOSES. NSA NN-ar"D, INC. SMALL HDT BE. RESPONSIBLE FOR ANY Mc RATIO S SE7MEFl1 ESTIMATED QUANTITIES AND AC114L OLATTTES AT TIME TIME OF CONSTRUCTION. Oig isafely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU 010 REVISIONS OFFSYIE FLOW TO AUMOPoZED Err C 0-2.7* cte 0INN>,4.4* cts CATCH BASIN NO. I WITH ORYWat. 0=5.0 do 01-8.4 cfa CATCH BASIN NO. 2 WTTN CRYWELL 0-4.0 0(s Om-&S Ns ABBREVIATIONS EAST N SOUTH s WEST WEST NORTHEAST NWTH•T SOUTHEASTALTC SoUDFWEST ASPHALT CONCRETE BC SEDINumCURD W.RN BM BEGIN G R BA BURKOF CURBSETBACK es BALK a F STEPS W CLINVEBOTTOW STEPS CAO CURB AID Of1fER C.B. GICM BARD. D CUBIC TARO D DEPTH ae DRAWN BOX G BILL. DRAWING DULY EACH ' EA EACH EC END CU WRVS FOR OD CUM JON RETURN QEV ELEVATION EP CP EDGE OF PAVEMENT EST. EISEIff7tT @lam-1s-0- BEARMGs THE SOUTHERLY LINE Or TIME SOUTHWEST QNRIM OF SECTION M TDAWSaP 5 SUM RAKE 7 EAST. S9.M- ALSa BRIG THE CENIERNIE OF AVENUE 4a AS 90M ON PARCEL MAP Mo. 335M ON FILE N DOCK 214. PACES 24 THROLIC. 27. OCCLUSIVE. OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY iAKEN AS: N W19'74• W APPM-ED I DATE 0,-O.I * eta OmP-0.2* NKs EVC END of VERTICAL CURB IX MISTING FF rc FINISHED FLOOR FINISED OIADE P IL.OMINE F5 GB RUSHED SURF4CE GRADE BREAK GF HE GARAGE FLOOR ELEVAIOI HANDICAP HP NZ HIGH POUR HORIZONTAL NV Li INVERT LINE UUNDAL FEET LP MAX LOW POOR MUU%IMUII M H MAN IOlE NN. MOC IMTMIM MD-PW of CURVC MAC MD-PORtt OF VERTICAL CURVE No CO. NATURAL GROUND NUMIEE! N.T.S. NOT TO SCALE Ot P/L OVERHEAD PROPERTY LINE PING N P PORTAND CON MYE GLV'ENT ~ OF COMPOUND CURVE PE PG PAD ELEVATION PONT OF INTERSECTION. CUTTER FL Poo PP PRE PROP. PT. PUE PA PVWI R/1F RAIL -F. SC* STD. SAIL TB TC IF TOG IP TRW TYR TW W VC VIERT WTR A PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST. SAN BERNARDINO BASE AND MERIDIAN. PREPARED FOR-' COACHELLA VALLEY HOUSING COALITION 45-701 MONROE STREET, SUITE G INDIO, CA 9220E (760) 347-3157 9! SHEET INDEX MAP PINT OF CURVE MN INE PboR OF REVERSE CURVE PTGPOSED i POINT PUBLIC UTILITY EAss"I'v DOOR OF VERTICAL INTERSECTION[ PAVEMENT ` O R ` RIOT QE WAY RADIUS STORM GRAIN 0' tow 2N' 3GD' 40O SQUARE FEET STATION SCALE T'" 100' STANDARD ) SEWER TOP OF GERM F TOP OF CURB TOP OF GRA.TTE UTm mEs 1 TOP Oi FAVEEI OF RETAPM7G TOP WALL IRRIGATION C'� VAILY WATER DISTRCt (760) IM-2591 10P OF WALL WATER COACEL4 VALLEY WAzsi OISiRiCt (760) 396-2561 raRGAL SEWER CGCHELA VALLEY WATER DISTRICT (760) 398-IMI VERIto CURVE ELECTRIC IMPERIAL t-09IGAT]ON DISRILT (760) 305-SB54 VERTICAL GAS THE CAS COMPANY E (750) 323-1851 WIL�TMET+N TELEPHONE CAGE T.V. VERSION 1 TIME WARNER CABLE (150) 323-1211 (760) 340-1312 CR. 2B1 USA UNDERCRCOf7 SERVICE*' ,LENT (800) 227-260D I OWNER COACHELLA VALLEY HOUSING COALITION 43-701 MONROE STREET. DATA 1. SINE 0 0 CooppyyAAppM 2008' �• G 922Ot NSA C9nsu)110q. I- TEUPHCNC (78O)347-St57 AD RI9MtW R-T WO FAX; (76OW2-MM MSA CONSULTING, INC. MAR H PLAmxm W arm EMDMERM W LAND STnY6YDm LOCH-L MP 342M Bog H(we Own W RANCHD MERAW W CA 92VOm Tuma (760) 320-M W FAX (760) 323-7993 I COACHELLA VALLEY HOUSOCC COITION 45-701 MO FW STREET. DATA 1. SURE G mon CA 92M1 TELEPHONE (76D)3-7-3157 FAX: (7BC)342-6466 t PD-102-70 I ELEV. 2 1/7 BRASS ESK STAMPED PD-102-m ON. 10 NEAT ENE INTE6ECTVON OF HYASNMNDTON ST. s APE. W. 31&01 WEST ON AVE. SO, 4Q NORTH Oi CURB. B SOUTH OF PP /re9BW INDEX OF SHEETS SHEET DESCRIPTION I TITLE SHEET 2-4 STREET PLANS 1 5 DETAIL SHEET GENERAL NOTES 1, ALL WORN SMALL BE DONE. W AGCOROAId:E W" LATEST EDITION OF THE STANDARD PLANS OF THE CITY or IA QUOTA AND LA fDrtION OF THE STANDARD SP[C9IAtIC16 FOR F4JBIJC W6R1(5 CONSTRUCTION, 2. R SMALL BE THE RESPONS`DSNY OF THE II:TMEIDPER/OMNER 011 CONTRKtbR IO APPLY 1D THE CITY' OF LA OUIVA PUBLI WORKS DEPARTMENT RTHE SATISFACTORY COMPLIANCE FOR ALL C CllTd.T GNI FG0°L REGULATIONS DURING THE In OF CONSiMR.T10N ACTMMS FOR INS PRWECT- ADWMR-!AL STUDIES AND/OR PERMITS MAY BE REQUIRED, 5. T1 SMALL BE THE RESmPO'.O�DEALM OF THE DEVELOPER OR CONTRACTOR To APPLY' TO THE CALAFOW" DEPARTMENT OF TRANSPORTATION (GLTRAHS) FOR AM ENCROACHMENT PERMIT FOR ALL WORN PERFORMED WITHIN THE STATE RICHT-(F-WAY. 4. THE CONTRACTOR SMALL 08TAN ALL PERMITS AS REoUNED BY THE CITY OF A, QUTNTA OR OTHER Gmwm AGENCIES. 5. THE CONTRACTOR SMALL NOTIFY THE CITY PUBLIC 'WORKS DEPARTMENT 46 HOURS PRIOR TO ANY MADRID, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 MINERS POOR TO REOUHdC WSPECDONS. 6. THE LOCATIONS OF COSTING UNDEAGRCUNO UTILITIES ARE SHOWN W AN APPROXIMATE WAY O/Rr. IK NNOACDR 57AAL1 DETERMINE THE CLAM LOCATION OF ALL OWING Ut21TES UCFORE CONMEMCING YILIRII: HE AGREES 70 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCZAS* RED BY HIS FARM TD EXACTLY ILCATE AND PRESERVE ANY APO ALL LIT RRES, 7. THE CONTRACTOR SKAU. BE RFSPOMSEI E FOR THE REMOVAL REPLACEMENT. OR RELOCATION OF ALL REGULATORY. WARNING AND GUIDE SGM & & THE CITY ENGINEER SILL APPROVE ALL STREET NONE SIGNS. TRAFFIC CONTROL SIGNS. TRAFFIC, STRIPING. LEGENDS. AND PAVEMENT MARKERS TYPE AND LOCATION. 9. THE CONTRACTOR SMALL NOT D6t11RB DUSTING SURVEY UM40ADM OR BENCH NARKS NOTED OM THE PLANS. OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SMALL BE DOVE BY A REGISTERED CIYA ENGINEER WITH AND R.C.E. 'NUMBER BELOW 33.96a OR A UCEH5ED LAND $UR.EVOR ONLY. IQ. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EONPMENT •ATM ONE HALF LINE OF HUMAN OCCUPANCY SAAL BE PERFORMED ONLY DURING THETIME PERIODS AS FOLLOWS: OCTOBER IITT TO APRI. 30TW M°NDAY-JIWAV 7:00 AM TO 5:30 PM SATURDAY Woo AM TO 5S0 PM MAY 1ST TO SPTEMBER 3OT: MONCAY-FRDAV 8:00 AM TO 7;00 PM SATURDAY B:N AM TO S.NIO PM WORK SMALL BE PROM]EIM ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS, I1. ALL TRAVELED WAYS MUST BE CLEMFD OAAY OF ALL ORE. MUD. AND DEDRIS DEPOSITED ON THEM AS A RESULT of THE GRADWG OPERATION. CULANNG IS TO BE DONE TO THE SATISFACTION OF THE CITY ENCIKER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND SIGHTED IN CONFORMANCE' WITH THE STATE MAMMAL OF W'ARX NC SIGNS, LIGHTS. AND DEVICES FOR USE IN THE PERFOIMMCE OF WORK UPON HIGH)MYS O ORDER TO EUVIATE ANY HAZARDS, 13, CONSTRUCTION PROJECTS DLSNRRI C MORE THAN 5-ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE EIMDNTIOH SYSTEM (MPDCS) PERMIT. CARERS/INVEOPERS ARE REQUIRED TO FILE A HOME OF WTENT (NO) WIN THE WATER RESOURCES CONTROL "RO (SWRN). PREPARE A STORM WATER POU.URW FREVSHMMI PAN (SWPPP). AND MONITORING PAN FOR THE SITE THE NP06 S A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM RIMER. THE PROGRAM IS IMPLEMENTED AND ENFORCED, BY THE SWRCEI. Iti THE CITY RETAINS THE RIGHT TO REMITTED PAN REVISIONS. AS NECESSARY- SUBSEQUENT TO PLAN APPROVAL BUR PRIOR WACf THE DESIGN INTEGRITY OF TIE 1UPROVEUDIT PROPOSED N THESE PLANS AS ORIGINALLY APPROVER ALL COSTS. INCLUDING, UT NOT UNITED TO. DES" AND UIPROVEIENT COSTS, OCCURRED AS A RESULT OF ANY DESIGN REVISIONS SIMI BE BMW.. BY THE IMPROVEMENT SPONSORS. 13 . THESE DAMS ARE VALID FOR A PEROO NW TOXC EEFO EDNFCEN (i8) MONTHS FROM GR DATE OF APOVAL THE RRROVEMSTF SPONSOR SMALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PUS, INCLUDING. BUT NOT LIMITED 10, DESIGN AND IMPROVEMENT COSTS. TO AFFECT COMPIA NCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND WN4, REDUUATENACTED OR ADOPTED BY THE CITY OR OTHER VUR'SINCTIONS WITH AUTIDRTTY SUBSEQUENT TO THE PLAN APPROVAL GTE IC NKWrM SMALL RE3MOE AND REPLACE DOSING SIDEWALK AS KEDW AT ALL LOCATIONS 'WHERE R IS CRACKED, UNEVEN A VODR$, OR OTHERWISE DAMAGED. PWS.NNT TO STREETS R HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED N PUBLIC RIGHT OF WAY AQMCENT TO PROPERTY SSW DEVELOPED. PAVING NOTES I. ALL UNDERGROUND, FACILITIES, INCLUDING SERVICE LATERALS. SHALL BE W PACE WITH TRENCHES COMPACTED. MID TESTED PRIOR TO BASE GRADE INSPECTION AND PAYING. THE CONIRACOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CT/ 1=0 BY THE RESPECTIVE UTLL(IY PURVEYOR NDIG7IG THE SUBSUC.ACE PORTION OF THEN UNDERGROUND FACILITIES NAVE SEEN INSTALLED AND ACCEPTED. 2. A SEPARATE PERMIT IS RECURRED FOR ALL IXGVATIONS WITHIN EXISTING ROADWAYS AND TRAVELWAYS. LANE CLOSURS AND DEMURS SHALL BE POSTED, DDMEATED AND LIGHTED N COMORYANCE WIN THE CALTRAS' 'MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORN ZONES' AND AB ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. 3. ASPHALT CONCRETE PAVING. EKCEM FOR OVERLAYS SMALL BE INSTALLED W TWO (2) OR MORE COURSES MTN Not DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS• COACHELLA VALLEY VERSION (GREEN DOOKT. NOTED AS FDU.OW3 WERIN , NURSE (UPPER COURSE); M-C2-AR-4000 BASE COURSE (LOWER CURSES): MD-83-AR-400D THE WEARING COURSE SMALL BE A Qt fRT 7MICA; MBASE COURSE(51 SMALL CONTAN THE BALANCE OF THE REQUIED ASPINLT CONCRETE THCKME55. 4. MOI DESIGN: REQUIRE. WISH (7) 0 PRIOR TO OONMIMENCE/AENT CO PAVING OPERATIONS. ME CONTMAMOR SHALL SUBMIT FOR CRY. APPROVAL. A COMPETE PROPOSED YDt' DESGN DEIfIFYYNG THE Ma CHARACTERISTICS SUCH AS AGGREGATE CIU047IONS. PODS N MINERAL AGGREGATE (NM), AR PODS, AND S�-VALUE FOR VARIOUS Oa CONTENTS FOR EACH. MR. TO ENSURE TIMELY APPROVAL THE COMMAC10R/SUPPUER t5 ENCOURAGED TO REEFS TO LA OUOTAS DESIGN MY APPROVAL CNECNUST (FORM FOM To ENSURE ALL REQUIRED LAB TESTS ARE PERFORMED. CEAUFED. AND SUBNTTG FDR RMEW. 5. A TACK COAT SMALL BE APPLIED TO COSTING PAVEM'M. P.C.0 .SURFACES AND THE AG BASE COURSE. IF MOM HAS DRIVEN ON R. THE TACK COAT SMALL BE STOW SETTING ANIONIC EMULSIFIED ASPHKY TYPES-IH' CONFORMING TO SECTION 203-3 OF THE STANDARD SPECII%.11OV5. THE UOA D ASPHALT SMALL BE GRADE W-70 AND APPLIED AT THE RAZE OF 0.1 GAIIDMS/YARa e. NEW IMPROVEMENTS 71W JINN M-PING IMPROVEMENTS. SMALL VON OR MATCH N A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCROU OPERATIONS REQUITE° TO ACHIEVE A SAE. DUPA1GtE AESTHETICALLY PLEASING TRANSITION BETA7:EN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW GUTTING, REYCVAL. REPLACEMENT. GPPMG. AND/OR COLD PAO4O. AS NEDOM 7. ALL MANHOLES AND VALVE BOX FRAMES BULL. BE ADIU51ED TO FOUL (TRADES AFTER PAVEMENT INSTALLATION IS a THE CURB SMALL BE ETCHED OR STAMPED SHOMNG UTIUTV�SFMiNti LATERAL LOCATDNS AS FOLLOW%: S' FDR SEWER �' iQi GAS. AND T FOR 0.PC'RICAL POWER. NOTE TO CONTRACTOR• SITE CONDITIONS CONTRACTOR AGREES TO ASSUME SOLE AND COWPLEGE'RESPON90NTY FOR THE AS SITE CONO k DURING THE CURSE OF CONSTRUCTION OF THIS PROJECT. OCCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AMC IS H07 NOTED TO MORMAL WOFMDZ HOURS, THE CONTRACTOR'ALSO AGREES TO CEFFND. INDEMINIFY. AND HOLD THE OWNER AND THE USA CONSULTING. M. HARMLESS FROM MY AND ALL LAMWIT, REAL OR ALLEGED. N CONNECTION WITH THE PERFORMANCE OF 'WORE ON THIS PROJECT. EXCEPTNG FOR UABRRY ARSNG FROM THE SOLE KOJGENCE OF THE OWNER OR USA COHSULTIW UMC NOTE TO CONTRACTOR- ACCESSIBILITY DETAILS THE ANF5980.1M1 DEWS SHOWN ON THESE FUNS. INCLUDING SLOPE AND OSTA7CE WERE CALCULATED USING THE 'APPROVED OF9GN GRADES ON THESE PUNS ACTUAL TIED CONOITIO7K QE1910 AND AFTER -CONSTRUCTION CAN AND MAY CHAAGE THE DESIGN PAFAER S FOR THE ACCESSIBILITY DETAILS. THE CONTRACT SMALL COW" ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR M LAYOUT AHD CONSTRUCT" OF ANY ACCESSIBILITY FACILITIES ON SHE PRIOR TO FINAL CONSTRUCTION THE COH'RACM SH41 MOM MSA CONSUL'NC. WG IMMEDIATIMY REGARDING MYANTICIPATEDCHANGES TO THE ACCESSIDUTY DETAILS. IT WWI AM BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PUNS WERE BASED ON THE LATEST CEIO AND CITY CAVES AND SPECIFICATIONS AT THE TIME OF PAN PREPARATION. THRREFOFM IT SHOULD BE NOTED THAT THESE BANS ARE SUWCCI TO CHANGE. BASED ON THE CURRENT ACCESSIBILITY CONS AND SPECIFICATIONS AT TIME OF NHSIRIGiIOt. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AMC APPROVAL POOR TO LAYOUT AND NNStRNCTION y OF ANY AMESSBORY FACURES BASED ON CURRENT CODES AND SPECIFIGM IS AT TIME OF CONSTRUCTION. CONTRACTORS NOTE- DRYWELL INSTALLATION REQUIREMENTS THE PURPOSE OF THE ORTINCLA4) 6 TO PROVIDE DRAW OQAW AFTER A STORM EVENT AND TO REDUCE STANDING NUISANCE WATER THE FLIDRDN D< TE WEL DEPENDS IN LARGE PART UPON THE SOILS CONDITIONS WHERE THE ACTUAL ORTWEt IS INSTALLED. TO MkXI02E THE DTICIENCY OF THE INSTALLED SfSJE% THE DEPTH OF THE COMPETED 6 OWWEIL SHALL BE DETERMINED IN THE FED BY DE PROJECT SOILS D40MM OR OJWFIED CONTRACTOR BASED UPON OF ME ACTUAL SOL CONDITIONS ENCOUNTERED. A WRITTEN REPORT OF THOSE CONDITIONS SMALL BE PROVIDED BY THE SODS ENGINEER ON QUALIFIED CONTACTOR TO THE ENGINEER OF RECORD. THE CONTRACTOR SMALL PROVIDE A RECORD OP THE INSTALLED DEPTH AND TRIALLOCATIONFOR EACH ORYWEL R FOR ANY REASON THE CONTRACTOR 13 INOAAR REGARDING TERSE REUOEMENTS K IS TO CONTACT IK ENGINEER OF RECORD IMMEDIATELY. THS PLAN HAS BEEN REVIEWED BY EARTH SYSTEMS SOUTHWEST i AND APPEARS TO BE N GENERAL CONFORMITY i RECOMMENDATIONS N OUR REPORT DATED..-, '"• JULY,13. 2008. OUR DOCUMENT. NO. OB-07-734 V WE MAKE NO REPRESENTATION AS TOTHEACCURACY -OF pA0FES9ly.. DBMENWON& MEASUREMENTS, CALCULATIONS, OR ANY PORTION OF THE DESIGN. 0 AP i i • i AC y EaP. 6-3P-OD : _iI_j�t1. 34 ` .SOIL ENG04EER C!-1G.W RC.E Na 50. FOF CAVYO 43580 MAwN E^•v•/T�e/Pe eF16u e �' rn PYH . j/�CBED ruOl*OFFSI [!aTYQUE)YYA ,So Plan No. SOILS ENGINEER EARTH SYSTEMS SOUTHWEST 79-611 B COUNTRY CLUB DRIVE BERMMUDA CONES. CA 92201 PHOM (780) 315-7566 T. 5S.. R. m -4 t - 7- +1 j t T 4- i . ..... . ... ... ... . . ......... ..... ..... -7 .44 I- + --t-• t r + . . . ........ . . ... ...... ......... ... A 4 4- _J + t 4 J 4. . ..... ..... 1 'T I 4 A ... I ..... . ...... T- ...... ..... . ..... ... -1- A 5,.- " ------- 1 " , -L- a i.. RETURN EX -- 43! NG - 6- 'CIL NORTH.OF RB Gu CENTERLM r-rER - 1 --* ..... . 7... J- ----- A 53 T- - ffj� j- ...... ..... t -r I :r47W I t L j -4 - ----- - - 48 4:7 . t _F p 2C acn L-u^lUUnIT— + :48RTH 40 'OF -dENTEF U-INE . T 4... 4 p1w. X-rALL 4 .. ... 4 4 + 44 4 + . ..... ..... . A. J. 2. T- 55 5 C If T TtNO O'N up WAN CURB CENTER 4. t -5 7: T EL 0 Z�6 S+T) T ♦ w Z ? f�2 il L A-VENU p 1. SCALES: 40' HOR +L 4 . . ...... ........... . .. . ..... . 1' 4' VrR Oi CONSTRUCT 4s AG Fwmior mm " . owsmEB mwdun sAw CONSIRM 4.11' AC. KKKPY OVER 11' CRUSHED AGGREGATE BASE O OMSTRUCT Or CURB 00 CUTIER WIT CITY OF V DANIA = DW- NO. 201 (D CONSTRUCT CROSS-GUITIR AND SPAKWA PER CITY OF 4A OUINTA SM M M 23O 0 pRopoTEB r wcAmOM4C smEWAx PER crr oF LA oLwm sm w. NO 245 (SEE L04WAK PARKUY PRECISE GRADING PLAN FUR DONSIRUCTIUR) 0 ODHsrw CURB KEY CATCH BASIN N I PER CITY OF LA DUNG 0. . M. "300 0 CONSTRUCT C" OVIRM" FOR CURB DID" CATCH WSPH PER CITY OF LA QUINIA SID. mr- NO. 33D (SEE RAN F43R CASE) O SOCUI AND Q=Th JON TO CIViTING 15 P190A COST" CURB AND CUTTER 4a wwm cam= PC PMXW 0 PROTECT III RACE 15 REMOVE AND RELOCATE 015TING SCK "WATCH OWL CMISTRIXT CURB RAW PER C.B.C. FIGURE 118-21. SEE DETAIL ON 9W NO. 5, INSTALL ;.11r PC SCK 0 WXATION REEK (24* MN. COME INSTALL PVC SCH. 40 0W.UM %M& (24• UIN, COMER) M%-XMP"WXTP0RZ'.S %"'?& TO BE INSTUROM PLASM PLUG STAWED *PLS aOIOv If OUST14 MONUNIENT 11 BE DISTURBED. TV_ PL45M PLUG SOT 'Ll MIN RUSH IF DUSTING MONU)"r 15 10 BE MIURBLD. . DigiSafely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDEPOROUND SEPHHOE AM W IIOUIHAAN CALFINFINTA, -.1 REVISIONS CURVE DATA "cl DELTA 6r iTAlDDIi 11 6vn . 1 C2 WM- Lul-uu CK6TING I BOUNDARY . .... .... ........ ...... 4 ItVV 4/-VV 4-`Tvv -- cv-rvv cv rvv N 09 19 24' W�260,45` 21+00 MSA All vwl- 8� APPROIAED DATE MSA CoNsmmm, LNG PLAHxm a Cwm Emwamm a L&" Summum ID 34200 Bob Ham Dun a RmKw bimpm IT CA 92270 TzLj!pwTm(760) 320-M a PAx (76D) 323-7993 ........ . ............... ....... . .... .......... . .. .. ..... . ...... . . ...... EWI: 7 !J a w . ... . ... . . ..... ......... .... ........ ..JA N INT19-24- W 23-W 2 + 27:;0'- 22 SINE'mTD Ki AVENUE 48 . ... ... . ... pOF 7-= ......... .. 00 .'08 Fs"s '08 C �O Rol EA 6-30-M ' 11 40' w 12V 100' TI OF cx%-% SCALE 1*-40' ELEV. 4367 2�9 '�Y^fto uNoTR THia omCY w RC.E W. �111 -102-70 L. , 7 sm CIT) PD ID 43880 —DRAWN a Ur sm T,7tk% 1.01 ---OzT—a c CURD, L CHEC9 THY IT i HPX DATE 30. 315.a *13T ON AVE. K 4& NORTH OF -048 M A ff SOUTH OF PP IT29a60 JAD R.C.E. 45W E)lJqRES 12/31/00 A PORTION OF THE I -T- CaY of LA QXfTA Pion Set No. ! oy 2 w 5 EETS 2 . PROPO 43' WE 1 I .. 4:6 i .....i.... _ 4,5 - 44 .. ... _ EXISTMG 8 T& CURB 4..-' o°u ,o TOP:O WEST. ALONG CURB RETU:w .o F �J ... __._... ..._..-'- -..... .. .. ..._.._. ...'.. .. _ . w50. : ;. 'TOP 1 { I t4.44. L > > mo EAS 43 ? 42 (;: EXI TING 70i�_ QF- PAVEME!!T. ; 8' EAST i- C TERLINE - . tt 43• - ± i 42 o EXISTING -•Top'- F-PA 8 LASTIOF C TERUNE'' D _ 46 :. . . 4-5-1 i 43 L --: 42 ,. 10+00 11+00 NE 00 ' 1 ED 8•', TOP' OF 'CURB EAIRB RETURN i T OF .ClE ERLINE' _ 7LiS4 •u "1 AVEU48 AIL SEE MODIFlED SEE SHEET 2 7 l s. OR CATCH BA$ET�_- _ .... .... -- S13 ON SHEE7�N0 b -/ r.................... .-- » l`... ,,:�� � ��.�., .B • '"�' O I i o;� i; •; f ; ..•� �.'-10'.M 163 '_. �CWDfU, �w . .._..._... ; "1. I Wi4. \• ) .; :` -5 J 4 ''r. si' < I-(44`-65B-175)N:•.d'T .......... i I 4 1 : f !�}{ 4 1 t Y ' 3 Lf y' il•`f aft, i - a�,•c.1.' 3 _ ; QV - NA nw.. _ _ :._ • _ - Y ¢ a! - .;-_-_--� 3._ ` (t�� . 7 '-"" a ' .. _ t - t 7. iS5_ i• r _-'A'�^' ��Zg7 Do �. } ( .i« 41-^ .C1'i "s'S?.i:'��Y '!CC"*�•t"":�'`-F'h �i ,o+P TP (N.12) - I • ; y .. \ l i L'_..:_ -lo.-_ `.a � i. II k, . ., ; . . ,:..: .•. , ..�. iMB� \\�� \ • t ). - _ Y (9' - �' '.;'-' �A-a .� '>-z•.r.�p-7a�6/ ' - �,.; - ,r;szzl `a -'/ � SEE DETAIL -!A'- - - - -- 6 _ __ _ SEE.-DETAIL_!B. , __...- _ _ -ON SHEET 5.....8_ -.._ LINE DATA CURVE DATA DUNE PALMS ROAD NO. SEARM LFNCIN NO, DELTA RAONS LENOM TANGENT Li N 0,713,5117 w =151 1 1 3.00 i Y.4 11 N OP1 35 W C ,1'x516 303. 60. 30. 4 tt,{�EBB/ D191Safely H Da,33B W 2 351 C3 1e000 ,2b __ La N OOjXW W 83.30 C4 90'00 SSAD 44.9035.W OI L4 l5 N OP7 W 19 .S C3 65265S SSA70 ♦t 23 DIG ALERT DIAL TOLL FREE N W YA 324 C6 5725 03 3S y� p V N ODt336 W 1 C7 orw 30.3.00 9iJu 2 as w~ C43880 1-800-227-260U N o7,33B W 36.68 CB Di3sGS S0.E0 x yO �� E*P• 6 30-07p AT LEAST TWO DAYS L9 W,33B W 31a72 BEFORE YOU DIG LID N 01-s f i W 110,41 0' 40 Oo' 12W IBD Il N OPt3 W 101. 4 ®CRp7TlO11f 2007 +�P CAL t0@� 12 NOD I3 ! e7.7R USA COntu lna. Inc OF IAD['AOROVO SEP%= ALSR Of 6O THSN CNf01iLl 113 N Oi W 37.71 'LAlllll RAIOMI R ...d T /+ T � 1-s40' No. REVISIONS APPROVED wiF MSA CONSULTING, L.TING, HNC. CH PO-102-70 ELEV. 43 772 PNEPA® UDER ne DNECT NF .KKON 01 aca No. DEW - SKI NC ID■ CTM HNORI�tna ■ LAM SIDIVE7Am LOCATION, (NGVD29) =M ^" L 43880 DNAwN 2 I DB.2 DISK $TANPEO PO-fOx-TJ. O/. i.O AAJAN A. Oe u TONNE DATE 6M Tiff WR MnSDN OF WASMO$ION ST. 6: AVE. �/�jp 34200TE Boa Bore D) 32 • a ? binxAca . CA 9Y270 5M 31" WEsr ON AVE s3. As NORTH of Cuts. ' I7 v CMECx I TkJ (760) 37D•9$IT . PAa (7� 3237893 s SO" or PP lrmm JAD CTY & LA 6' ..- I Pbn Set No. 0 80y i CONSTRUCTION NOTES CC7lSfnllCf W A.C. MELID0 OVIR 5X MSTND AGGREGATE EMS 1 ® CO,STRI1Cf LS• At PAVnm DIM. r CR s w AI mmr, B,SE T 1 I OS C04SMDT r CIM AM OUM PER CITY OF IA OUMTA S0. M W. 201 y O COLSIRNM 6- MEDLIN CLM PER CITY OF LA GAIM SM OIW, ND 210 AT.. OS C0.6'iRUCf pips$ -CURER AND wwom PER DIY 0T LA CNNTA sm DAC. NO. 230 I".AYEWKW Perax MAOING PUN cmismmICTIR�:) N0. NS ���• 7O COSIMXT CURB NEXT CATCH WIN NO. I PER COY OT LA DUNTA SM C.C. N0. 30D COISRd1CT DRIER DER mow FOR Dim www CATCH BASH i PER dry OF IA DUNG sm C'/G. N0 3m (SEE MAN FOR CASE) it O SARfaR A1D nicem AON TO cw.m Kum D gw `c BCOI \ Q$f FilkiM DWNG AC PIMM T \ 2l�ay PROTECT N PLACE MAT CaUM UM" VALYq IWNOLM AND VXA1S TO pWDE •,++VI6+�•�+� 1® REROYE AND REIOCAIE OMM SAIL ■0MUM BOA ® COISTOM NRB WNP PER C.B.C. FIM „B-21. SEE OEIAL ON STEW IQ 6. -B/w © W- P(DSI♦)D09. A.C. MM04 (OAO' M DEDiN, r W. MM PER I_ .. 9EET Nb. 1 ® (IVDSAY CIMNO At PA DIDIT (0.tp 1N. TNCIO6S) PER DETAIL ON SHEET NO. S, MIALL 11/r PVC SOL 40 RRIDATAN SLEEVE (2e NN. OXM ®!SENT 2• PVC SC L 40 MWATCCH SSaW (N• . COMD1) ® SE DENERA1W NNp= iNIX EWC Low-NE/R PLAic is TO ET, (.-W) ® PERP4NO CUIM T0�CU�EF WM ♦• 0 18/11p Q-W) PATTERN NRCORAL COIDR. LAI. $COFEID, C-32, U OURRA OtPRRf' RED OR EOUAL. ® NSNT r CLEVIO -AL COMA" ISM 40) ® SMALL Ir A 32- MAT 002 LA QUINTA, CALIFORNIA SHEI )UNE PALMS NEIGHBORHOOD OF OF STREET IMPROVEMENT PLANS I ROAD - 10+00.00 TO 19+00.00 F ME. SOUTROEST i/4 OP SCION 2B. 1. Si 11,-_7E. S.B.U. SHEE DiglSaf®ly DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG .......:........... r•. �j.�r.-auv «6T. PRGKm BOUNDARY lANO^.CAPE (PN375aa) CNw ,Sr. a -,)a) _.. ___ -_ —. .— �...- J Y Ea15TING 6' CVRB AND DUTrEF BY -) roASINa) QSWEFJPoVG. SEE SAM'S CLUB OFME 6ORG/Elm/r RAMS. .....-. ........ ...__.. ........ ......t ..v r. mot.'`. r..w �- 'r+ �� r �...•vvw •.. f. _ Y � � _�_xi1_ _ + L.r.4�4ii � ^'�• V x � � i � 1EX15iRlG YGNAII B/iM-3f.-•�-._�_ qwSIX SAWS *FfMMMFIE ___ _ soa .- — _ _ — _ — _ I'A- � A I.✓�1 DUNE PALMS ROAD UNE DATA NO. HARM LDIM �y) t ssFa., Ll W ,py�',. DR a,A Owl" w 19a.1 q N cau sa w 229.6a V { oolase w szs.sa CrJSSO Ct"'O(LAQ:!;�iA . N TI 1 W 194. _ VO .` ELF. 6-30-M A PL^ll SB( NO. u N wIj w , {.s R /i Tr {O' 6r 17T 16v v� of v %� ?� Lo6oyy ® coaYA9M 2007 �fE 1FOQ' ._. 1PSA ConaNlHtrR. Ere. CAL All Right. Raa..d SCALE I--40• O COHSIRM {.Y A.C. PAlFAIDII LIETI 6' CMSM AGOMrATE BASE Cmmmm 6' CIAB AND WnM PM CITY OF u OMIA SIM M NR ]DI 0' Cxrsimsr r MMM CURB PER an OF to CLAM sm ORc. NO. E19 Qa PRawsm a- uwaERac savxa PER an Or IA CRNIA m ORG. k0.:{a (SIX LMOSCAE PARNIV.Y FREEM CRADW RAN FOR COSITILCM0 QB saw AND mom AN TO Comm R004 omm AC PA oo © PROIELT N RACE © must now UTILITY alas. Mm"TILM " V"TS TO MW © cow PINFE (CJeM.1 E)65E AG PAYOOO (wir Mn canK S MN VCTQ P[R DEra CN SI r N& a OVERI.AT 01914 A.C. AM" (d,d W S6CtNM PER CETAA ON SIiET till 1 LKrA1A 1 1/2• RC SCi. 40 11WATIDN SLEM (2{' M. CMC D4TALL r PVC SCl as 011TAMN %ME (2C 6•L COVM SEE GENERAL LATE Et<9 RI DOSIYIG woao1ENr s TO BE PLASTIC PLUG grAMPM'PLS �i061URBo ®ucviEaAl�0Ni1G;tnisc PLASTIC EIwc PEiroiOatuu+Fu6°m arry,RpNa,SBER�O�am�C�S P�RPE�/FDC= TO`MICE. MIMWM�1' OEPI `M. 1 ♦ FLED OA EIXVLMTTEJW. RFIEMAL OOLM IAA SCOFmn. C-u LA 01.1911A ® WALL Y E: 111WA =UK (SCK aO) ® .. ,r a n' P1AI Box Fm. REVISIONS wTE AD-: MSA CONSULTING, INC PwWNO . E]vB. euOBTBsurD . LAND sjnverwO BEN PD to2-To MAR! ELEV. 43772 (NGVD29) ° P"RE°"�" `�°`�"'°°a Y`v° DP RCE ° 43980 AC'CC.K APPRDNm Rr C" A QIEDFTA q 1 PE areOFFS)TE R.0 E awes DO lzpl/D6 CITY OF LA QUINTA. CALIFORNIA SHEET OF OF 5 SHEETS EOCATidI 1/7 BaAss D su SutsED rro tox-YD, ON. I.a FEAR THE R+V' rllIpa OP 19"'1 St. • VE s' aSallma,OOF�PP `Tinto MDRrN or ` ,,,,�gE?,�R._. acv �EC3-DFFAT�'CEC"EIG CVHC DUNE PALMS NEIGHBORHOOD STREET IMPROVEMENT PLANS A PORTKW OFF TTHEE EAST 1 2 OOf TRK SOVTKOM 0 a•00CTTroro�n2 T. 5S.. 8E, ssM 200 BOB Han Dsm • RAww MRAOR • CA 922T0 UOAD Tmseore (760) 320ASll • PAx OG0) 3237�3 AUAN w u rawre CAA Y r 40 CURVE DATA No. BEZrA aAONIR I[w•TF, uticDrr Ct 509 3S t9. LANDSC7 C - "'� °` '?jai,"" :b', 'yi W'r s` ".bTe•. . 5£FBKYt. -12' 53 S5 - 'PIANnNG OR O71ffR ' �. mom �PAA'IIWAY' - eB'. tY" - - NM WA.1fWC SNRTACC 43- Cfi'. 3Y." .22' 32• _ _ S)�. `•, 't 3 rnsr. WEMWMEDM®cac?� `' ' \ �'.• ';.��, .t. y''i,,, �y-4� •,��^ k `.'` -S ` �..[ 3.1 1 >z u!N. z olsr. - ate Exsr _ LUX ,�` w ::� 8 ii ._.._. �?::it: _.. #�'F._._i• 1. ?. li-1,_�:... w,icz,F':P?#..,: y ` \ y , ExSf.--,. :� s.s'' SECTION A -A • AVENUE 48 . " > ` > PA 20• RM' 85. R/W ' / \ ( . > <, AN05CWE - c c C ♦ Z_i: SETBACK 55' /L �, • , - - < • `�'ul� icy-�\„43� . �-�,'_�?ads ���' ta'%:i :s ���� \� �. NINE ' �::. '; �Lt,,\, �,; 'u.V•[ _:'�i J.-z�;_.A"��z' :'�:�` T'r:vu/ a.- , 4 '¢. 'G'z;:� � k�::��ttoti��i,=�' Hit x PARKWAY - I I I' 1 1 ' . .. ' �. " ,vARk"S x•' is 14' ,.,' i .. EXISr 115 ,. l EXIST • B a IX6T. CaC \ � � 1)B°NAx�i W. Ac 120 MAX NAIL. LINE DATA Na IiF/RwtG IENGat -LI N Oop1350 W' 19 .51 <Z N00'13 SB W -6 L3 N Oat !B W IB3.1 Lit N Oa1J 58 W 36. is N Gal 58 W 19A1 IA` N09' E N'OaiJ 8 iv 63-Je I 5 N Oa13 W '6A0 L9 N 01.5111 W 1104, LIU N OopiJ38 W ,01.74 LIi NAa,318 W 310.72 N 00'1138 W 81- 813 N oop,J58. W 229. Xi1. 5 tt-01.5159 W1 10]. CURVE DATA Nm DELTA IJfMADR EM 7AI-IG- CI 18a00 W " _ C2 a3'25 - 37- SATB 18.43 -- - C4 - 17tf21 S9 -4.67 105 W 1780949 I.W 1 4.88 92 J5- DETAIL •A' SCALE 41t0' •. 'f .(.•` - { ,,. _ . ,,,� . y. tom•• 815E COUf6E WI/TWCTm SUBGRAOE / 3.. ' _ - . .s.� '::=i1J-i : dHY �...: lTrRH:i`J', ' .t " 1 . ©N...,y.',�[ `.EXIST. - • (B) - � .. � ��,,� y, � :�`.*� : SECTION B-B. DUNE PALMS ROAD- •, _ -.. ' ACCESS RAW kt ,,,.x �j. , t'r� xa :�`�`` ., • . SETEICK FROM 18+37,20 TO 17+24.99 _ l e RETURNED CURB SPYLEKM 4 y ph ".?Y, s`1 lit � 'i:.,, 4 �i �` 4 . "¢:��•1.��.^�. m� � � \Y �g , CA 30, 's*x' .. .. •i. h _ ' 12' PARKWAY- .. -VARIES _ - .., EXW. E/P i66' vIJt1(B e.. - - , - .. .. [l. 33- .h,A.�tir 'EW �'....'i'4'e<. : • SEE STD: N0. 310 FOR DETAIL OPENING. - .��,,,-.'�_ ' L`3,. �'t. �..0 � *� ` t^r, .�` ,k" ' '.` ^a Fh T k ' "'a ux9Y.��1 7.. �v^ of J-I z� .i.:, a' . • :. t. � 1 '�\• :t, t j . ' . , - - 43 24J 34• ]8.. .._,.*34,. ru'.. - z• y ` ": - ti r3tsr. j,-: �.y -2' k S:f YAx, 6 .. . - 4 4 VARfEm taG �' _ 'r NORMAL GUTTER , - - wx. i ... H<c'mz.� 2S bL YYAl1l[: -.Fs 3 PLAN 2 'f?.. x _ IXtSf. tS /,•'' 2:1 .. FLOINUNE =xYr'" ""°�d 1k "t: - •��„ T 4 . -'--�i a. d-' ti. `!] a ;-:'y ii - -Z•a. .^' • - _, .. l:Jr. s^ rT COURSE. r-.,. .• _ ..- - ,art..-i€';f�L.. B L ,€'" .:SM, ..�1 I _'•' .. '�,ab• _ -' `W, _ / 'COUMCRD SL/l1GRAOE L':V - _ .. - _ ^.21JY-.:i • �' - SECTION C C e DUNE PALMS ROAD j ta.4BARs@ts cC • TPARS. FROM 17+60.49 TO 20454.60 Tux < = 4 NtN r EMSEDtAENT CONSTREIGT10N 4060, •. DETAIL..'B' 1, e • - �, _, IF. t - ,.. F:: p.• trY.cLFAR TYPICAL - - -. 3CALE',T•10• SETRACK I o !lY -PARKWAY t80' �• VARIES I a' ` - - • .. .!� - .. F'I'f`i"o, K.sT'g�'.,,,; - 5 �• .. ° I ' �Ai''4 43 se' OVERLAY JOIN DETAIL i7 to T 3- T ROPOSED S''HDPE �i •4 A•`,Fx^>e ' '.,�:,'`a' i . . N.r.i . STORM DRAIN ISEE :b `^i �•d-a�``,h•``�� r .5.,-;.:''.�,.s- x4� `- YAR E5 16, _� Y - 2': a3' CURB INLET CATCH BASIN NO: 1 7 -OFFSITE STORM y� M bG F ®. 5.. _ 4 a' . IXST. CQG ;;.. O 'DRAIN PLANS) � '(MODIFIED) �w 3y, d - Y1 d.- •^� `Y'� `aS.�\ � �.pk 'Y�� � .� ^,yp , � ��'t� .t' .�` E titer'• :. � _ ]:1- .! Zx ION.. • -Y/d( .: - .:: -T ;� '2i 21< YRI.. .., r?' ir+. : l . .. .a T., _ ©IX151-. I B. AC - x DUST ,) r. ---''i`y�^Y"'-•'[ £! ` YAx. ' .''`1", w N.TS. �5 �.y; - .�, - �b �•� .. -.h ". ^,.�•3,.... '� 4 :l £z• �, ... •... ^� _ �[ oA.SE COUPSE COYPACTF:.I SNBOTt/.0E l .i1:W c ..t / , '' �• B B -%a. 1O85T. S/W • CON3TRUCTiON' NOTE3 .. - �' , = r �. _ . Qx Ca6TR= 45• AC: PMUDIT WO2 6' OWM AMREWE BlSE [."\� .).�., L, .,-!d' h ` +^, l ■I ,� s, SECTION D-D a eamatu 6' am Awa aural PIA CM Ili IA Q aMfA.StD.. M. Na ml ` _.-1:.,`.. ,;, 7.a � �jt` DUNE PALMS ROAD 0 aa'aTRucr e• NEBLw CURB PO CIIT OF u Otn14 STD. ONG Na z,D -•� "t,T.-4- ': E FROM 10+79.24 TO 13+00.00 © PROPOmm 1Y mD m m 9w*mx PER WT of to mwu m atc NO. 245 1� I= IA14SWE PAkMV FRU= MAW1C. FLW FW 00A5tMicToo ., \`�..-..- •: + •�r''R ._ \'T-��`j jam' jC'� ` - 0 C06IFUCf CUMETCJ3 Oe'W BISN 'at, PET? CDY 6 U Ota±TA STD. Oxa N0.'.YJO }..�,1 . - • - Q8 CwsmicT WROI commsm ,FoR cm OPEIam mcm BAS7t 7''i;S �U'i' \RC'R;3 �- /7' #'`� �i• -� N� k '-_ �++Ys^\FaW %d/{5`t14 '+5 '�y.: r'\A . • .PER COY OF IA,CIOIIA M UNG. In 330 (SQ KM PoR'CAYi - ., . • -' , 9Q SOW AND SPROM JUDI TO DM G .. ' S ''oaf:°,. ''`^�_ �' - - •''�`- ?e X-/ r 'a: ! - '.�<... �a:x:r- 4 .�,3' tu�i°�. - ", ®RFUM EDSm Ac PAVOA08 - .. .,h-««.K.;, N, K ✓ ,a. _ .": ra'wo•` _^ - © molar'011 FLAM G� DI9 �$>:i1'eIy ® CM4M,Cr CM RR)W PER CHG n= 118-21. SEE DELL) W SKEET ND. a S' XT xD.D=. Ae cA.Ewa (0.1w wl �'Frli a' M. amDp PS - ©coup F Die l4 /� • • I DETAIL .\i B L2 DIG ALERT ® MAP OOSm1G AC. PAVDAX (atop Im. noon) PDI om ON garr Nm 1. ,yr 0 J4 ♦� _ w � scAL t'•10' DIAL TOLL FREE 1-800-227-2600 AT LEAST'TWO DAYS - ' - ,9 WALL 1 1/2- PVC sot W MWAICW RM�E 04• M. WWM) Q ®"wsrAu srANPEo WIaRm cfiNCRE'rz wl1N' at9+>61x wyD BROc ( n v.1r.13M PERPEIDICIAAR TO CURD FACE. NYBNUY 4. OCPnI 1/♦ RAOA15 A-Eo�.' WiF.GRI,L WLOR. L.N. 5Mi1E1D. C�7Z U aVdiA 12i RED DR EDtYL -. $ B) CA.r r ORZ " �- : ,. C)TYc, Lt, Q<. ;iA i P)Bn Sat Na SUORE'YOU DIG #V: NSA' ConA tin ^ ' -04DOW AD SERVN'P'ALM OF.60UN@WI"1itA WF0 A .' - NI CphtA Ruune . .. '• .• . - - - REVI'sious :PPRwa �� MSA'CoNSULTING'INC , . CYva BNmgtmsa+o . LANa Stnvfi7Dro NC PD-to2-70 MARK' -.... - 1 - - - ELEv, 4372 fNGVD29) , P�"�° �°°�Ce" 40M0F t_D aceAa, 43880 oEsSNar DaAWN er APPtpIEpB7•cri OF LA CITY OF LA QUINTA CALIFORNIA SHEET S 21 - •PARCEL"4.OF PARCEL MAP NO. 33588, „a., - - 2 1/� 'ews Dm( STAMPED PD-102-70; oN. ,,a wAJAN A oe u 7 DATE aN - - CVHC DUNE PALMS NEIGHBORHOOD of 1P:AR'i1RKLYIERSECTKIN of WASMNGTDN ST. a AVE. ! OFFSITE STREET IMPROVEMENT PLANS �� M � A9 'N 4 E7mkIXR °A DETAIL SHEET . 1 TamwonB (760) 320.98U . F" (760) 323-7M 60.'raa WEsr'al AVE, so, .e• AaptN of fatRe- cNECK e / ^ .. - •. 6' SOill)1 OF. PP /T29B80 �� JAD RC.L. 45643 M-004. 12/31/08 A PORTION 0i FASr i - OF THE SOItW&T t 4 OF SIX-110N 29. T: SS. R. 7E., SILY. SHEET$ City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 8105 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 (%") 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 %") 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. 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 (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. PERMIT NO.8105 CVHC Wolff Waters Place/ Off -Site Street Improvements /PM 33588 Par. 4; SDP 2006-857; NW -Corner of Dune Palms Rd and Avenue 48 In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual iwork 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. Coachella Valley Housing Coalition Brian Peulicke) and Tri Star Coritractin, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 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 1 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 1 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 not 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 City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 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. Special Conditions Page) of 8 PERMIT NO.8105 CVHC Wolff Waters Place / Off -Site Street Improvements /PM 33588 Par. 4; SDP 2006-857; NW Corner of Dune Palms Rd and Avenue 48 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 § 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. 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. 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. 13. Coachella Valley Housing Coalition Brian Peulicke) and Tri Star Contracting, 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 soil import/export activities: 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 Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with 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. 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. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions Page 2 of 8 PERMIT NO.8105 CVHC Wolff Waters Place / Off -Site Street Improvements /PM 33588 Par. 4; SDP 2006-857; NW Corner of Dune Palms Rd and Avenue 48 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 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. 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 California 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 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 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. 8105 CVHC Wolff Waters Place / Off -Site Street Improvements /PM 33588 Par. 4; SDP 2006-857; NW Corner of Dune Palms Rd and Avenue 48 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 8 a.m. —.1:30 p.m. Traffic control shall be set 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, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. Special Conditions Page 4 of 8 PERMIT NO.8105 CVHC Wolff Waters Place / Off -Site Street Improvements /PM 33588 Par. 4; SDP 2006-857; NW Corner of Dune Palms Rd and Avenue 48 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 materiatmay 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.. 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. Special Conditions Page 5 of 8 PERMIT NO.8105 CVHC Wolff Waters Place / Off -Site Street Improvements /PM 33588 Par. 4; SDP 2006-857; NW Corner of Dune Palms Rd and Avenue 48 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. 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, 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. 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 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/" max medium asphalt concrete as the base course lift and a City approved t/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.8105 CVHC Wolff Waters Place / Off -Site Street Improvements /PM 33588 Par. 4; SDP 2006-857; NW Corner of Dune Palms Rd and Avenue 48 - 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/" 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 § 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. 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 NO.8105 CVHC Wolff Waters Place / Off -Site Street Improvements /PM 33588 Par. 4; SDP 2006-857; NW Corner of Dune Palms Rd and Avenue 48 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 control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. B. Flagger 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 1. 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. E. Flagger Communications 1. 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 start immediately, or when work is completed. Special Conditions Page 8 of 8 t HWY. III U 0 ,r 0 � a a ro=11 1=oao SOOFT �IU -0 d '', 0 o a a Q. o a SEP 12 2908 W zDevelopment �N 3 DESERT SANDS SCHOOL DISTRICT NO SCALE I ... FI OFFICES & BUS BARN MINI MOBIL r STORAGE GAS ER,.; STATION NO I4I d4 DUNE PALMS RD. �a�Qd� � a Q���� •�go�n4������aQ va�,r�-�oc�v�ovvoo �vr�Q �m rd$. ra 19 SAM'S CLUB Rij 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 SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 '(12' TYR) TRAFFIC LANE WIDTH AT ALL TIMES AND 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. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE. THE PAVEMENT IS TO BE COMPLETELY REMOVED. ALL TRAFFIC CONTROL DEVICES BE RETRO-REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. AVE. 48 DUNE PALMS PHASE 1 . o Street Impfovements for C. (V. H. C. Prft oameaor Rased cn smnda! Tri Star CALTRANS T 11 Wft coma Deso M Phm pmpmed BY Tops N Barricades, Inc. (800)852-TOPS Ron Fifield Damn EWm- 1 of 3 -9/9/08 To Be Issued on Approva w z�N a NO SCALE MINI - ° STORAGE ROAD WORK DUNE PALMS RD. 44 b4 b4 ��ooe�CadaoGc.�G CoOCaC�aOpo odvQanac��o � o a a a ll�l:l�lb�1�1 1 l: �> �aaodcaooc�c�a�.aoa►c� r�vopao�a -t> C*l 350FT 35OFT 600FT V(J (Ln SAM'S II CLUB SAM'S GAS CLUB DESERT SANDS_ SCHOOL DISTRICT nW20-1AVE. 48 END ROAD WORK OFFICES S BUS BARN 0 " 0 ®0 0 yaysWA 0 CA)—EDWS cso CA) R>-, - CSO CA) (� ... :27 CA) /unEC21 CA)- CH� ONLY /ENS `CtDSED, ' !�. PLANE\ ti . r(!PEN'� �CLOSED> 1! \�> EXISTING � 4 �� ��a"► 4 F WORK WORK WORK _ WpR 0 A c*1 0.�04 C (CA) C27(G1) py C27 CA) , � � C30 (CA) GRENCfI AN (jLANE \ \) ONLY CSO CA)0 )' n ) \LLOSED R3-2 ` CLOSED \CLOSEC' 1�1 FR SEE NOTE 7 ROAD POST ROAD WORK AHEAD SIGN 350' NORTH OF HWY. 111 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 REQUIIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILRATE 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 12' TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESSTO PRIVATE PROPERTY SHALL BE MAINTAINED ATALLTIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE. ONCE THE EXISTING PAVEMENT IS REMOVED THERE WILL NOT BE ENOUGH ROOM FOR A SECOND LANE. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. 7. ONE DRIVEWAY SHOULD REMAIN OPEN AT ALL TIN.ES FOR LEFT TURNS INTO THE SCHOOL DISTRICT UNLESS OTHERARRANGEMENTS CAN BE MADE. THE NEW MEDIAN IS DESIGNED SO THAT BOTH DRIVEWAYS WILL NOT BE PERMITTED TO TURN LEFT ON EXITING. THE WAYTHE MEDIAN IS DESIGNED WILL REQUIRE THE NO LEFT TURN INTO THE DISTRICT TO BUILD OZP2 E F ROADWORK nt1NE PALMS PHASE 2 WORK om � umh 50 ff � Oej Street Im rovements for,C. V. H. C. � Star CALTRANS T 11 mdBy Tops Barricades, Inc. (800)852-TOPS Ron Fifield p& p&-w NwiEer 2 of 3 9/9/08 F N W�E NO SCALE ROAD WORK —ooaoo DUNE PALMS 1 /WORKHEAD 0 U W20-1 4 � 0 0 cs0 EDD,LAN .` 44 O FT A— V cro4t�or�aC7�bOC= C is .. 8�F" RANCHO LA QUINTA ROAD WORK STORM CHANNEL I I �r I RK+M LM MUST NRK • 7 I cnn ���ooe�oocs� par�aoQ���oo I IH RANCHO LA QUINTA I I GOLF COURSE MAINT. MIRA FLORES HOMES AHEADWORK b pOC7 C�C7�� �Ca O. oaO�OC74�la�C qQO doo+�ac�c� ���o�d+�as�oQv rya Caoao N ACCORDANCE WITH 2006 NOTES*' 2. TRAFFIC CONTROL SHOWN HEREIN IS HE MINIMUM REQUIRED FFIC CONTROL DEVICES FOR THIS PROJECT SHALL BEI ADDITIONAL CALIFORNIA TRAFFIC ONAL TRAFFIC CONTROLMAYY BE REQUIRED TO FACILITATE PUBLIC S ETYAND 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 MAINTAINA MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, HE DELINEATION SHALL BE MOVED TO THE EDGE OF THE REMOVALS AND OPEN TRENCH SIGNS ON BARRICADES WILL FLASHING LIGHTS SHALL BE PLACED AT EDGE OF PAVEMENT. THE LANE SHALL BE REOPENED FOR OVERNIGHT WITH APPROX. 2' FROM EXISTING CURB CLOSED. ALL TRAFFIC CONTROL DEVICES USED OVERNIGHT SHALL BE RETRO-REFLECTIVE. END ROAD WORK - --- 4 j i k 8% t3 50 Traffic Control qw n for Street ltnrovernents fo C. V. H. C. Wine Cartrador Based on Swndard Tri Star CALTRANS T 11 Traffic Control Deslp by Ph= Prepared BY Tops N Banicades, Inc. (800)852-TOPS Ron Fifield DO Peim NuR 3 of 3 9/9/08 To Be Issued on Approval