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3824A oM, CERTIFICATE OF LIABIUTY INSURANCE OP ID 3>E J6wll DATE�DnYY�A 12131102 PRODUCeR THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION Strachota Insurance Agency Inc California License #0249673 43500 Ridge Park Drive /203 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Temecula CA 92590 Phone: 909-676-2229 Fax: 909-676-7391 INSURERS AFFORDING COVERAGE NAIC 0 rt4/RER A Insurance Corp of pew York J49INeuaERa dba Brothers s. Const. Co Co. dRTa Jones Bros. COASt. CO. P.O. Box 905 Coachella CA 9ZZ36 Peerless/holden Eagle MalRERC State sation Pend OQIREAD nu6UReg E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN N' LIED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AOOREQATE LIMITS SHOVYN MAY HAVE BEEN REDUCED BY PAID cLA1AAs. bap LTRNBRO TT}sOfNpw" NUM�IR to" UI4Tf OENINULLMItUITY EACH OCCURRENCE 61000000 A Z COWNIReftaE ERAla CLAWS WOE Z OCCUR CAXC10021860 03/09/02 05/09/03 PREIASE9 occa M s 50000 WED, EIP("omOman) s 5000 PERSONAL A AOV NUDY 11000000 GENERAL ABGRECATE f 2000000 CENLAWRECATEUIMAP"GPER PgODUCTS•COLIwOPAOD s 1000000 OOLICY jE l LOC B aLnereBULUIIlrt1 ANVAUTD BA9574172 03/27/02 03/27/03 C°ASNE0304EUNR (EAcaorotM 11000000 H ALL OMMEDAUTOS DOCILY @U16R SCHEDULED ED AUTOS (PTt PEtew 6 H MR® AUTOS H NO�LOIA wo AUTOS 80QLY INJURY (Pa Lccwt t) f PROPERhOAwGE IPAt LCClrett) f mum LIAIIUTY AUTO ONLY. EA ACCIDENT f ANVAVIO EAACC OT@R THAN f f ' AUTO ON_r ADD A ENCEMOMIELLA UABRJTY Z OCCUR aws"AM CRIC40002031 05/08/02 05/08/03 eACMOCCURRENCE s 4000000 AwsIELIATE 14000000 s 1 DCOUCMUE a AFTemr" f 10000 f C LTORKEAB COMPe/MlT10NAND ANY1470PR LRCgJpARTNB721Q�OUIIyE OiFlCElav"ynNETICUAEDT ryac, cuypr tmoer 046924402 01/01/02 01/01/03 Y I.RI LIM1. I O'. E. EACHACCIDENT 21000000 BEFA. WRA.EAEMPLOVEE f 1000000 W.,DISEASe•POLICY umrT f 1000000 ®ECILPROVISIONSrAM-F OTHER OMOMPTIDHOFOP9UTtONSiLOCAIIDMJY9UCLE0JEIIaOf/yy AODSD gT H1DOR MJIPBcu4 PRavIB10Nb Proof of Insurance. CER 11h11.A I E HOLDER CANCELLATION IAQUI03 UMOULOAWCFrMEANWOSDESCR=aPOLICISOUr CANCiLLMIUWC$MTH66iFlRATION OATS TNIIIIOP, THE IIIUMO1NSUMRMLL ENDEAVOR TO VIAL 10 OATITdRRTEN NOMS TO THE CERTWICA72 NOLQ6R WARIM 10 TICI I.M. OUT TAtLU M TO DO 00 0IIALL City of La Quinta OAP06BNOOhIWTIONORLIABILITVOfAHTPOND WONTN9ea6mR.rreAOBNT{OR Calla TE>yo�iao RCPRIMENTATNIS. Quints CA 92253 ADtMO = — c CL E�aEl2 Cow �� GTGdav !9'jM< na `iV S aI2, 1;-� 12/31/2002 10:40 FAX =•.,- 9002/003 •' .•tom �-i *' � � ^�a' '+ 'TAM i_ _ �,` `. j_ y �' ,��' � c��• .'{tom �4, '.• :. ,n,•• K . i,*_•.. .... : f..f aooRn. CERTIFICATE OF LIABILITY INSURANCE ." DATE (MMMDIYYYY). ,• � J6,JSA 1 12 31 02'':. PRODUCER.,, IFI THIS CERTCATE 18 ISSUED AS A MATTER OF INFORMATION '` ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE : ',w �• Cornerstone Surety' & Insurance HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 40960 California' Oaks Rd., N20 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. t Murrieta CA 92562 - ``K,•'; �' Phlone:909-09-S10 b -4614425 Pax:9-454 INSURERS AFFORDING COVERAGE ' ,~' y-. NA1C'S _ - _ --- - INSURED -- INSUMN State CmVensation Ins.,4und. r JIrJ Brothere Conetruction INSURER B: j -tom, ' do here PO BOxyt05 INSURER C ' INSURER D. t P y Coachel a CA 92236 INBURER E: COVERAGES THE POLICIES OF O,SURANCE UUTEO BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FDR THE POLICY PERIOD INDICATED. NOTWITHSTANDING :'ya'• .• ANY REOWREMENII TERM OR CONDITION DO ANY CONTRACT OR OTHER DOCUMM WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BV THE POLICIES OEBCRIBEO HEREIN 1$ SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAWS.IMP -- TR TYPE OFINSWIAF= POIK:YNUMBER DATE MIUD PATEWWDD UNITS _GENERAL LIABILITY EACH URREN OCCCE 3 . t I • COMMERCIAL GENERAL LIABILITY.. PREMaES(FJODTIIIICB) •- S - ' CLAIMS MADE 471 OCCUR ^ _ _ MEO HXP (AID one paean) { t _ PERSONAL B ACV INJURY I GENERAL_AGGREOATE E J -, GENL AC+OREOA7E LIMIT APPLIES PL°R: PROOLICTS • COMPIOP AGO ;(r' :'"•. _ 9 ,: X t".. • ;` '° + POLICY F P2� LOC _' AVT91111090.E LIABR,ITY COMBINED SINGLE LIMIT,(Es .. ANY AUTO T • ALL OWNED AUTOS - - ` , BOOILYIWURV i "" i• ' i • CCHEDVLEO AUTOS (P- PrWri) S a + ' HIRED AUTOS-- I BODILY 3+ NON9WNEDAUTQS (PMaW�UAV • s ( — I r PROPERTY DAMAGE 3 ., swank) GARAGE LIABILITY AUTOONLY - EA ACCIDENT E ANY AUTO . , •. _ OTHER THAN . EA ACC 3 . - ' _ I AUTO ONLY: AGO 3 �'--- EXCE39/1MBRHLIALIABIUTY EACH OCCURRENCE 3. ' r OCCUR 'F_� CLAIMS MADE - " AGGREGATE B DEDUCTIBLE $ ' RETENTION : WORKERS COMPENSATION AND T ER A IEiNyLa RB�MPVIERS'ogrlLw�aTNEwExsCUTIVE 046924402 01/01/03 01/01/04 ' R.LEACHACCIDENT s 1000000 _ OFFICER/MEMQEREXCLUDED7 E.L.DIBeABE-PA-h;71 oveg 31000000 11ye' AL PR ! PROVISIONS 19PECML PAOV18tON8 Oe(oM - -y DISEASE ' OTHER E.L. - POLICY LIMIT 6 10 0 0 0 0 0 DESCRIPTION OF OPERATION31 LOCATIONS I VEHICLES 1 EXCLUSONS "ORD GV ENDORSEMENT / SPECMU_ PROVRNONa- proof, of Insurance only. C£RTIFlCATE HOW '� , ER CANCELLATION CITYOFL SHOULD ANY OF TNEABOYE DESCRIBED PaSJC1E8 at CANCELLED BEFORE THE EXPIRATION-,,. %s • r .• ' DATE TNEREOr, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN - •: ` ` T a - NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILUAE To DO SD SHALL' ', • ',«r r'.", y . (w ' Ci ty of La puinta IMPOSE NO ORLIOAT1ON OR LIABILITY OF ANY POND UPON THE INSURER, IT, AGENTB OR I " ' 78495 calla Tampico _ REPREBENTATTW r A -' +: La Quinta CA, 92253 AUTHORIZED REPRESENTAME J. Toa Rude •- ,�.: ., .,• �:. ACORD 25 (2001100) ®ACORD CORPO ON I9 + - .` •}"" ,' A , i 12/31/2002 10:40 FAX 10003/003. IMPORTANT } ' If the certificate holder is an ADDITIONAL INSURED; the pollcy(tes) must be endorsed. A statement r' on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).... •r* t ' If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may; x; �r 3` • : require an endorsement. A statement on this certificate does not confer rights to certificate -the holder in lieu of such endorsement(s). t • f - I . F t i'tti#' J.' > i DISCLAIMER r The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing Insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter.the coverage afforded by the listed thereon., policies r F'J `_ -ti f i• Rr e.-a _ t 4 •Y C 4.'i J'. !T'rr . 'w� Cam:. _ • - w'S �. "� ! N _ r � �� - s n 1 ' w. ACOFW 25 (2001108) r. t` • ` All ESt NOTES: 1. ALLTRAFFIC CONTROL DiVICES FOR THIS PROJECT SHALLBEIN ACCORDANCE WITH THE STATEOFCALIFORNIADEPARTMENTOFTRANSPORTATION (CALTRANS) 2. TRAFFIC CONTROLSHOWNHEREINIS THEMINIMUM REQUIRED.ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND ANPWWG-d By sp"d Una. 55, TRAFFIC FLOW IFDEEMEDNECESSARY BY CITYOF LAQUINTA REPRESENTATIVE. 1-THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES ANDDELI NEATORS)ANDMAINTAIN SAME I ACCORDANCE WITHTRAFFIC CONTROL PLANS. - Landsca0l; Glean7UPf r. Mirage Esta�� -TRAFFIC LANE WIDTHATALLTIMES.'THERE SHALL BEAMINIMUM 7 BETWEENTHE EDGE OF CUT AND THE (800)852 6. THIS TRAFFIC CONTROLSHALLBEIN PLACEDURING WORK HOURS ONLY. AT END OF THE WORK HOURS,THEROAD SHALL BE CLEAR OFDEBRIS AND, - -TOPS' Ron Fifield CALTRANST�12 A RETURNEOTO- NORMAL UNLESS CONTRACTORGETSAPPROVALFOROVER NIGHT(THEN,FLASHING LIGHT SHALLBEADDED)... Shad NumbW.- Daft 17. ALL CONFLICTING SIGNS SHALL BE COVERED FOR THE DURATION 6FTHISTRAFFIC CONTROL.". NOTE: With proper validation' this.form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the 'construction of public or private, curbs, driveways, pavements, sidewalks, parking lots, sewers,'water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III DATE: Januar,0 16. 2003 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Avenida Duena Vtntura, Avenida La Fond; and Desert Club Drive _ GAG � i r:, f �.�:�t / � � �L1/�'V Ti� � ` - • (Street addressor Description'of Location) i P•URPOSE,OF CONSTRUCTION To SURVIV water to .the RE0 Ct Sketch (attach construction plans if appropriate) -DESCRIPTION OF•CONSTRUCTION 3-12n stub —out connections € nd two, locations of ex -water line -. abiwdonments . DIMENSION OF INSTALLATION OR REMOVAL As needed **See ,,iittached apecial conditions** 3 f'SIZE OF EXCAVATION, IF NEEDED As needed fir•' APP.R.OXIMATE TIME WHEN WORK WILL BEGIN''�uon rA-ah »>L of APPROXIMATE TIME OF COMPLETION Vebruary'•2003 ESTIMATED CONSTRUCTION COST $ 45,o00 ' (.Iricl cling removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: ;. Indemnify, defend• and save the City, its authorized agents; officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action arid'arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify .the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. - Comply.with all applicable City Ordinances,.the terms and conditions of the permit and.all applicable rules and regulations of the"City,.of La Ouinta and to,'ply for any additional replacement necessary as the result of this work. Eatol Pf`anhki(gho fa�c s 9 ture of A iicant or Agent C,V.WX* P.O.. Box 1055• Coachella, CA (760) 3W►2651 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address. Teleohone.No. Contractor's License No: City Business License.No. Applicant's Insurance Company '.Policy Number FEES:.. Subdivision -Improvement Permit — Class I I I Public•improvements:.3% of estimated construction costs Private, improvements: 3% of estimated construction costs 2 Minor. Improvement Permit — Class IV: See a.ttachedi schedule m " ; . 38,2 I Inspection Fee $. NO, PERMIT VALIDATION Permit Fee PERMIT NO. 3824 Penalty r ; DATE APPROVED January 16, 2003 Cash Deposit -Surety.Rond if rgcIbired EXPIRATIONDATE'January 31, 2004 TOTAL: $ NO -FEE n DATE ISSUED Receipt No.. �i►'"e�� By Received by Date ` Administrative Authority Victor Monz, Assistant Engineer l Recorded by Telephone: (760) 777-7075 With va'I'id tiori- this form• constitutes an• ' encroachment permily. CITY OF LA QUINTA-- APPLICATION FOR PERMIT PUBLfC 'WORKS, CONSTRUCTION (ENCROACHMENT) For ,the construction of public or private curbs, driveways, pavements, sidewalks, parking lots; sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I I I X, DATE: January iCaR .20 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION AYOUldil i:;t.*�a�z a VC??'ttur,,I& Aycuaida V`yoy d, t)n6 $;1oC ort club D-rive (Street address or Description.of. Location) PURPOSE OF CONSTRUCTION. TO 322217 t3"Cor to itho• ; rojeCt Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION :7, ,IMENS10N O.F. INSTALLATION OR REMOVAL AQ 20(2204 SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN TIM T OCCILUt of APPROXIMATE TIME OF COMPLETION �'a� oT� ZUU,3 ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) _ In consideration of the granting of this permit, the applicant hereby agrees -to 00sec attoehed opecial 0 aaad.it o-aoa6 Indemnify, defend, and save the City, its authorized agents, officers, representatives and.employees, harmless from and against any and all. penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted 'pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La. Quinta and to,pay foftany additional replacement necessary as the result of this work.. edI Hmultudic fok Signature of Awppl'icant or Agent i.��, �.._ P.O. Dori 1050 t°m ahnI1+Aa Cif (760) 3P.0—aWsi aName of Applicant (please print) Business Address Telephone No., Name of Contractor and Job Foreman. Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I II Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule -Inspection Fee $ tZ Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Date Recorded by " 2113103 PERMIT VALIDATION PERMIT NO. DATE APPROVEDty �Qp� EXPIRATION DATE Ji1Dtanry 31, 2004 � DATE ISSUED By Administrative Authority Victor . nono eAnolotmt>w Cant anon 1 Telephone: (760) 777-7075 qqI �` _ e S NOTE: With proper valldation ,•Y fhls lorm constitutes an CITY OF LA' OUINTA ' encroachment permit K APPLICATION FOR PERMIT. - PUBLIC WORKS CONSTRUCTION (ENCROACHMENT►. - `; ;^'c `� �►. `. For the construction of public or - private curbs, driveways, pavements., sidewalks, parking lots, sewers, watei •mains and other like public works Improiremenis in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subtiivision Improvement Permit — Class III ' DATE: (30n75 �'' „ Minor Improvement Permit Class IV LOCATION OF CONSTRUCTIiOON f tVelrl ! c(c� t -c rt i� C,� f L SQ,-,i (X76ao IStteet address or Description of Loestlon) S� e ms% 1 - (,t �1fj '-"• , PURPOS F CONSTRUCTION Sketch act s ► ib 1 pproprlate) DESCRIPTION OF CONSTRUCTION 11 p pp'� a�AA ry :, C .,. R JMttl Q'.2' LUOJ� DIMENSION O(F_I�1nr/N�(STA LATION OR REMOVAL PUBLIC W®RKS SIZE OF'' XCAVATI N IF NEEDED APPROXI ATE TIME WHEN WORK WILUBEGIN APPROXIMATE TIME OF -COMPLETION ESTIMATED CONSTRUCTION COSTS y f (Including removal of all obstruction, materials; and deb►is„back filling, com- paction and placing permanent resurfacing and/or replacing improvements) e In consideration of the granting of this permit, the applicant hereby•agrees to: Y ' Indemnify, defend and -save the City, its authorised agenis,.olficers; representatives and employees, harmless from and against any and all N penalties,'Iiabililies of lost resulting, from claims or court action and arising out of any accident, Joss or damage to persons or properly " happening•ar occurring as a proximate result of anv.work undertaken under the permit granted pursuant to this appticution. Notify the AdministraIlve�Authat lty at least Twenty•lour 1241 hours in advance of the time when work will be started. •, Comply with all applicable City Ordinances, the terms and conditions of ttie,permitand all applicable rules and regutatipns of the'City of La+.Ouinta and to pay for any additional replacement necessary as. the resulol this work. ' f vdATEq Signature of Applica t or'Agent j `Namj/STAICj COACHELLA VALLEY WATER DISTRICT Nam' I m CAROL PFANNKLICHE I DEVELOPMENT SERVICES TECHNICIAN Conti P.O. BOX 1058, COACHELLA, CALIF. 92236 TELEPHONE: (760) 398-2651 ! Applii usiness Address �._ • ' `Telephone No. usiness Address Telephone No. City Business License No. F Policy Number' • , `• t FEES: Subdivision Improvement Permit — Class III Public Improvements''3% of estiiialed•construction costs r _� � Private improvements:�396 of estimated construction costs = - '. ,.. 0j 'Minor Improvement Permit — Class,IV: See•attached'schedule _ - Inspection Fee $ . PERMIT VALIDATION y Permit Fee PERMIT NO. ' Penalty Cash Deposit -Surety Bond DATE APPROVED '4 if required t . EXPIRATION GATE ., TOTAL: S DATE'ISSUED' Receipt No.,,, By , lieceived by Date Administrative'Authority Recorded by TELEPHONE: 'i6191 564 2246 I •� City of La Quinta . `- -. '. < 1. ,•7y �, .ate � .. r s The following General and Special Provisions are attached to and made a part of `" . , ' '` .'•, z� "' - Permit Number •} •�' nA { w The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the.Cityyof La JQuinta's right of -way .- , a 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 anypaved 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.' ;i' = ~ " 4• 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 .A 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 liner FF 'and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker tif•t= . shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. ~ ..., - _' - eta J.i•. ��4�,t ,. 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 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, " _ 4 A, permittee shall contact this office to obtain the necessary permission. *' ' SPECIAL PROVISIONS The followin_g shall apply when indicated: F Z. R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting j�•�. , r { 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, E. - Z. R3, t� 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 "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 ' r'{ 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 t a licensed engineer. _ , l ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A;') feet shall ti ,t • . 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. r �. ® R9 t . SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained, at ail.2+ times. f \. y.� ;F:• ❑ R10 �` , SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the, r manufacturer's specifications. - - `',,' ` • t `-' •± r rt 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. ® 1112 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the' ,r centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, 4. . 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 back -fill 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 F 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 I unsuitable (spongy.or saturatedmaterial) 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 (96%) 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 F 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. ® 018 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. - ® R26 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 ( 4 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 7) 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 . r r 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. i r . ' , �e • . Y tY fix. `' •' • . ' " „ ..,. 4 •,e .,,, as . µtt .' a " /; "' .•i'L', . ' PERMIT- NO. 3824 CVWD In addition to the standard permit conditions the following shall apply: :y ''',' ` '' '• , '''' ° - - L 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 •, 2.1 YCVWD; hereinafter referred to as "Permittee' . shall be responsible for providiiig.cbntinuous dust and b,. erosion control: a; 3: Streets shall be kept clean. They shall be completely cleaned at the end of each workirig'day and more frequently if required. ';ti • t -4. z Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18r§ 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 4,, '. periods -. .*'October; 1st to April 30: Monday -Friday 7:00 a.m..to 5:30 p.m.;<i �{ Saturday 8:00 a.m. to 5:00•p.m:` • , . • •� ' '' tee-' ,�y r� , � 1 `.� �. . • _ .yy ;» •'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.. • w Work- shall be prohibited on legal holidays and Sundays. 5:' :- Work performed within 500 feet of a signalized intersection is restricted between the hours of ` - 3 p.m.' Traffic control shall be set up after 9 a.m. and removed before 3•p.m. ' The Permittee shall T `: ' contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894-if'signal•, , { ,operation at the intersection is to be altered in any way.'' 6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § J .(part); .1982),'... ' `. w • Permittee shall assume responsibility for repair of any pavement damage to any public or private street .sand for any damage to other City streets or facilities as a result of work performed under this permit.: 7. i , Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance -10 § 1 (part),' 1982),' ' . advance warning signs and traffic control shall be installed and maintained in`accordance with Cal''i`'. ' Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control'.. y `:plan shall be prepared in accordance with the WATCH Manual and submitted to the City for 6 "1 review and approval one (1) week prior to starting any construction.: It shall be the Permittee's res_ponsibility to appropriately detour and barricade all construction sites. Y - 1 of 5" Special Conditions: Peiinit No. 3824 ' , .'.',_ , �' ` -Page 'rri air 1 PERMIT NO.3824 . Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § L(part), 1982); street , closures shall not be permitted. A minimum of two (2) travel lane of paved surface shall lie Or maintained at all times. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1`800 422� h s 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated: a excavation which impact City facilities, including but not limited to traffic signal.conduits andiloops,'' irrigation lines,'electrical conduits, and storm drain facilities. w-. 9. `„ Should additional work, materials, or modifications of the e work be. required- iri 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. ;. ... =m t 10.. `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 ofthe latest edition;'.'' ' of the Standard Specifications For Public Works Construction (SSPWC),'except as otherwise specified'' ° • herein: rAmow. Native material maybe used as backfill material provided that minimum compaction; achieved in the%. - ' . •, manner prescribed herein, is achieved. Backfill shall be performed by mechanical Vmeans;- no water densified compaction via j etting 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. 4[ +Backfill compaction shall be achieved by the following conditions:;Al r, F 4 ,-`=; P• .» • •; . _ _ , • r • , v .. f to : ,_ � . �. ;. A. r When a firm foundation is not encountered due to soft, spongy or -other unsuitable material''such r - ' .- • - 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.. ` a B: Backfill materials shall be brought to or maintained at an appropriate moisture contenvfor-,),''-``r_• .compaction. The appropriate moisture content range shall be established at the onset of the F project and ensured prior to use of the materials through progress testing ,on the stockpiles; 4 t•w;? 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. 1 Special Conditions - Permit No. 3824 Page 2 of 5 „- ,pry. . t . ♦♦ - 1 . r, 'k.. - � it ` �,i• el r'. • ' - t/ a 4,, ' _h �� ter t , a PERMIT N0.3824 ` �.• _ ... CVWD M ' D_ . If lifts greater than one foot are attempted'in this trial length of trench, compaction tests shall be'h 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 Ao 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 Y ' - "' backfill, per 300 linear feet of open trench, at randomly selected locations within the open length' s of trench. `F 'The depth of the randomly selected compaction tests shall also be randomly selected except that •'';. ,_ } where multiple tests are required in a given length of trench, the tests shall be no closer than three T 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, -- All excavations within City of La Quinta right -of --way shall be backfilled; and temporarilypaved 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. / ,12: F All landscaping, irrigation, decorative rock, decorative concrete, lighting,'etc., shall be replaced to its •s' original condition. r VW ": � .:.yr ."k•,`. t:• t� •:'fir ` 13.' Access and egress to all local properties shall be maintained at all times. a j Y ,, •"r b 14. "''Pursuant to Section 14.16.375 of the La Quinta Municipal', Code. (Ordinance `10 §' 1'(part), 1982), - w ti permanent pavement replacement shall be completed no later than seven (7) days after the completionF 1. of the`.work. Permanent pavement replacement shall conform to the following conditions: 11 A.,_ . Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges.' Edges shall' be straight and clean. Special Conditions - Permit No. 3824 y x Page 3 of 5; „t F: i r a - . • 1 i .rats YR L!`Y' �, k"�y. t PERMIT N0.3824 - :' f < ' :�. CVWD T 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: } r' F Verify exact structural replacement section thicknesses with the City prior,to_iristallation.. ;•.v . C, Permanent pavement replacement shall be installed using a City approved 3/4,' fiiax•medium asphalt concrete as the base course lift and a City approved %" max medium finish course lift foro • ` ` capping. Asphalt concrete mix design shall be approved by the City prior to its placement.- D. T 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 surfaee. The -cold- milled area - and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR ,4000 r h asphalt concrete mix. The width of the cold milling area shall be as follows: r. k • For longitudinal trenches located in a parking lane: two (3) feet outside the sawcut removal lines. ' • For longitudinal trenches located in a traffic lane: two (3) feet outside the sawcut removal`` .f 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/4" max medium asphalt concrete shall be installed' from saw -cut edge to.' - ' saw -cut edge flush with the existing street surface. The base course lift of paving shall riot b_ e left ' - 0.10, low in anticipation of grinding and capping. = f 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 q -r surface shall be smooth, consistent, and shall conform to the surrounding 'grades rys1t.,� 'k t % A 5. 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 stabilizatiori shall be.done immediately . after completing the operation. special Conditions - Permit No. 3824 - • Page 4 of 5; je PERMIT NO.3824oy . CVWD v =16 Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1(part);1982) the,City has T designated certain city streets as Truck Routes. The weight limit for 'restricted streets (i.e., streets°not! x • r. 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 t 17 , The City of La Quinta reserves the right to revoke, suspend or void this permit at any"time. -'}F� 18. r' The perinittee 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. � - "�,. .. - q. • .. .. ., -g , • ',,, , .f - -fir, .. , 1 f, f Nw �. .�:, • �...s • . a - ti' , ."�'"'t i F a .1.. x i ' -a, ., ,fit .� �* _ t ,. .t � , �• �,.{ �. h �• 4 ;, - tip"• `�' . r _ _ _ `'f ` ,F l �' 'r ��4s,`. , ,. 1 �� . 't", 7� ,,,, I 1, I I 1-1 "� , 11 I - I 11 �� , . , I - , -1 . 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District Notes for � I . � I, � , � ", � -, ��: , " �., , " , . . . ; 1 "" , I I I � t'l- '_ , I , � 1, 4�_, - �, ,� ; : , I ", �, I .1 � . _� *�: -��',�,,-�; ", 1 1�3��& ,.�i'�`�.,` 11. IN THE CITY OF LA QUINTA, CALIFORNIA ; � I'', ,, � , I 1. : , I Dometic Water I I -11, I - � . I � I . �� .1 . I � , I I , ,��, - "��,� ; �,��, - I '' � ,�,,�',.` � , � , �" �,,, � , i � 11 I I 1-11JI), ,� - I I �� , , , I I I � I I 1� - � . � , PUG199@ I � :,�-,� , -�- "'-�,,,_ �, , , , I . . I I I 11 I �p ,�?, I ., � acifidaitions 1. I � . � , .. f - - d.Sp i - I , 1p&lim �, ��:,�,��_.,,_', � � , , "�, I , , . 11 �All'ma�sr . � " _%� I- ." hall conforIA to ths:41traPAar . - , I I - - -- I- - ,- , � -�, , , 11 . ! I D9@19u2V _�--"�,,�,4�� 1 1 7 � ,,_, � %�� ', ,", .. io I ': I 1 or the ,Construction of Domestic Water System (Sta*lii .., 9 I I I " � I I I . I z � JT I � . I . . . I I 1. � �,�: �',�,,�,�, ; ': ,,, , ,,�� , I � I �111� " - ,;� �, � k, . . I I , 1 , "-, 1, . � . , 1 1 1 ,� �_:.'".', . -,,�,i i /_*_ I . � ,,,-,,,� ;-,�', � : - �- ,:, , ., � ! ," ! . I - , :,,-�,,� ',',,.:� � �, : , . I � z L I �,, �'� i , ,, ',, �� - � f� i I , I 1;1;1: ',,;,�, - I , � � L":�� , , � : 1 117 ' ' 11, � OLD TOWN, LA OUINTA , �:,_ � . " � I ". "r 'il"I'", . . ons, tha,standards of the '' I � `;�iL: _'_�1:�� " ,� , I � 11 L '' 1�;,��:,� LtJni.6��!ibdified by the Standard Specificati 11 .1 11 . I � 1;, I I �i�,,_ " '��'� '_� �._�1111 - ' I I I I ; 19MM _L�,:,� �'/'��', I � "". f �r ','''-, � . - . I , ,� , � i '' I . , ., I ` , - "' _, _ _ ., - . , jAme'Fickn Water Works Associations shall -apply to all materials and . I . � I I I I . I �-,,,--�"Li�-, ,- -, .� I ; I I �, ,, ;;� � 11 I -,, � �� ,;,. _� I I . � . : , i,_,,i_,r,,, ., ,,�"e,�,,�� I �, 1, � I . �WIKUL@ . I-- �, - � �, � , "," . ,__"�I�,'"� t Con4tru I . . ! . �, I � I �1'0 � �� I , _ . . � "''I, 11 : . . , " �, - ' ��L`,;L� :;_� �,_� ,,., � � I � , I, � , �' I - �, ,,,, -'. I I I . : � " , � I , _� ";, f J'i � _ - '' - I '' I .��. � � I , �_ _i � I - -, - .. i I I . , � , I - ... I __ ", - � I . , -, _"� , - � ' 1�__ � All work, s all be ins ected by CVWD. action shall be , � I I - '' ! �:1",, ,,,`_ ,�,' � , "" h The charges for insp . I � , " - , ;. I - � p I 11 .1 � , '' �, ,�, � . , � , 1. � , -, -, , '�� ',��,, �� , 1. -P,,� � , '" ,�, � . I � '' , ; I . ", ,_ -, � - , � - � - I � EIS - - " -, -,: i . I � � ,�*,` in, accordance wi I I � , �_ ____� � 11�,'� _:�',',_�`, I TRACT NOw 30850 , , � '�11 - I � ndd Specifications . . . I �� r, , � I � ��',��-, I I z � ,��,��,-,�. �:: r I I e L i . � . ,� �'., I I , __�. � - - . � � ��, I - � , ��.", I � � . I P lflDu@ "�� 1,!,'��,�I',' -1 L ",-:�,,,�,�- I _', � I " , 1� I I . .,�, �, - �. � 1� '' � . I � . � . . . 0 1 �'._','6�_,!, :":�?��,,� I - - 3.�' � Work performed without inspection shall be rejected. . � I � , , , - � I �,,�,,,: � -a 11�1 � �i I " �, � " �� :,`�"",,,',",� �,�� I . I -.__:r� - - z , I � , _,""'i, , . 11 � . � I 2: � � �,'-,:cl I ,��, ,�, ., ,, 1, � 1� - 1,� i r dtribution pipelines and appurtenances shall r�� ,- '� � ..... . t�" , � . � �_ I , , �.,� ... ... � ,� : �.41 � � I .1 ; F�&i WWI% V) t� 1 �.�_ � . . 1. ,,The'm n mum I 11- i -I, �,:_ w � I , I . I �'��,'�,� , I I ��_ � 11 I - e r gave . . �_ I � , - , � �4., , . . ,:�, � be ;36 inc o subgrada, ,r installed and I - I I I � - - � ,�, 11, I � . I UJ �-,--_"',',,,�."k"', WAT R IMPROV M NT PLANS 1 � I . W ,,1�2'11�;,_'11�1 � "�� L'I, �, . . � , , 11 . : � t" (��, � du'rb': and a n installed- I I, , � gu W_ _',�`,J'l , 1� ,I - r;,��' �,�_ I . ,� � � � , , , , , � I . , �� T,T1 1 , , , " . t,, I I �_ I � �,_!� ,'.�!:��", ,,��,,:�,,�,, � . " � � : .. CALLE TAMPICO V) 11 �� , i,_ --,-,-,- , - -, , , , " the owner's . � . �, _�,� , ��_,; , - t '' , , I . -- I . ., I :,� ,,:,�.""", , '' . �, " �, , li a at � � -, * . I �, Vg�x,�,_,,-,-,v1"-,,�,. - z � , _'' LEGAL DESCRIPTION l-''I"i �' - ; �,�, ' "�:','� , � -"'-- ' I I , , 0 required. I I - I ,� _ :_ __._ ," �',� ,� � � , � ,� 0 _ � I �; ;, il'� � : � �,;, ei n � I k "g, V) 11 -, _ _�_, � I � - � ... �,�,, I 1, , � , , ,�.,,�;'-.��,�: : ��',Z--, ,� " � . ., , �, , I �.: I ,�,�'��v D � . � - - I IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF 1-11' I _1_ - .... . � 0:� ;1 ��",i , , � . ,� ,� ;r�he,�.�, n �, U-1 I 11 I I��i��: � I I � . � , ��,��,�,,� I . . i - acified in I mn — .!.'' " i'' �::': � , I ., � 11 i - e r facilit � Jae shall be as sp I .� � . AVENIDA z) - U_ 1; -1 : "� �, . u) LA FONDA - U_ I i� I I - CALIFORNIA, PORTIONS OF LOTS", 35 THROUGH 61, INCLUSIVE, AND LOTS I _�'�"'�'_'-L,�"r"'' "Standard Drawing W1. I i . "', , - � . CWD , . 0 UJ U-1 � 1, ! " -, ,,, - I I . . < --;- �, -"!, --- , - - , �` " �, `� � �,,�-,;, I ,, � < > , , ,,,,�,,_- �:,,,.,,--<,,.� , � - 1 � i . 00 . . 72, C AND D OF DESERT CLUB TRACT UNIT NO. 4 ON FILE IN BOOK 21 1 11, . . .� D I'll I _,�:� v,,- '';'i'l,�";', - ., I 1: I ��_Ii 11� -1 � I ""'. ,, 1 2 E X0 �_"�,��; _1� �:,",, ".41 , �,'� ' I t e . � I "! I : -7., , . _ , I I I ,� . ' W:2 U-1 I - , I AT PAGE 60 OF MAPS, RIVERSIDE COUNTY RECORDS, BEING IN THE �iz, I t netruction of I �:�-`:,,I'�',,,`, ", �: I " . to UJ V) . '": --,� - , �_"-'' -, ;, >< , -�,�, � ;,,r�""�,i"", , ,�,', � 1. ,:' � �, " r I , , ;.", I I . . I .� I 1, , U.1 . 11, NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST �_ �f �1 -, I mi i 11,��.,;�_,��!,�! " �, 0 52nd AVENUE I ."_ � L I 1':�I� �, 1' I I - I., `_�,�;� �'� �-.�_': . ' , __,��e I - tfia pipe during the ... I — ____ I , I �� fi I 1,1�1 ., 1 ,1,1�.81 "'40proved cleaning tool shall be pulled through . i I : -, I, I I I i I .:_i:,�:", QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. . rocks or foreign materials. � � � � L _�_"'�f'' � � -1 � 1, ,�, 1� !,�,-,�,�, I � , I � ��3�""� � - ,�,� � , .�, 1�,'l emove-dirt, . � I . , '' , 'III' - , I , I � _,_ i , , I I I I '�� - I I � '-� __,� � L 'I, � . � �', � _�, - , �,.; ,, ,�_� . I . , � , : � , � I VICINITY MAP - ,�- �, ,`_�,.,�, �e� " , 1f,,;, I -.11. i I I I I ."'. i I— ip . I � _;,�,'�,, �, I �� ,,�, a �., e , �,��. -'. -', I7 � _� PWPARED FOR I ,�!F.. *No'water or sewer p ; . I , - � . . � � 1. I 1, ;, ,�,.�:, , , kil in -tract I N.T.S. - 1,�:��"',� "i 4�1�2'1'1,��, ��, � . . i � - I 1 �,:�,�.�`7� ',� � . co;�c,rete I I . . : � I � `�_"��"_�� I`L��"",��'� . I L ILI - � , t I , avamnt,, _11.1 �,,�'_ MARVIN INVESTMENTS, INC. :L� " i 11 - I.stree s i � I �` � �. - I 1�1 � I � � ,�_-, I , I , I i ,� , �11,` � _1� ,,, - . 'L �:,�,', ,:." :� I'' . . � � . . : , " ,,, :,�,�, , "'�;, , , 1, t� ,- ,,, -080 CALLE ESTAE)O I I li:plans may besubject to review and/or revision, by CVWD, if � .1'. ", � i * 78 , _�, -1, I 40. .,�', . -�� 11; .� 5 I . I `�� , -, �, ,, � - - `� , a i , -, � 1 , -- _1 1'� � "'Li' '' o6struction has not begunwithin 12 months , ,, � �� `�, � . , ,, - ,_ , I 1� ,� C I 1'-�:�ii',�f'; �, LA OUINTA, CALIFORNIA 92253 1 1. ''. � I I ,.,� _�: �! � � � � - -� , ! I ��' , , � I i L � ,"�_, 1, �!�:��,.�,,, : in CVWD raw .: ,� , . I I 1 I " EXISTING 30' CML �, I i I , --_ ,�:,` � , - � ,, I I � I � 1. : �.. " � " , I- " , 11 " � � - � � �. , 11, 11 I used prior to the , �_ I , I I L WATER MAIN . , ,:"",� � , Con I I ��`,'J� ,,,�'��e,�:, I . I � . ... � . - - - - - �. � --- --- 1. - I � I 11 I . I .1 -.---. 11 1 1_ 11 _ I I . ... - I _* - 1 -1-1 11, I iJ4 1. i ' '. , ,, �i _ , '1'� � I-- -1 1 - 11-1 . 1. I I L I I - ' � ' ' 1,'';, � n', I-, :1',�, kl '.1 ' L . � 11-�;?I. __� - , I ��"" ; 1 preconstmction conference. Only materials on list day be. I, �, - ,1 I'll 11, P,1-1� -� lio ;�),15- _U,,I �,., ,. ,�'�'j, ,-�,_ ,,,-. � ,,, ". , " � - �_� .1 I �1�1 I i;- ��-, I , I 11 111-1-I.- �. PllIy. ,'�.,��,,��-��r�'��L7,�,��:�.��.�,�, _',,, ,,�-'�'�,.��,..',-,�.,��-,"��,,,,,e i,.,�-.i,,i�,,.,�,a��-."",�gl,4,.�,��-,""".,-,�-,�,,-,.,,i,�f�il,�--.��,a,z-f,�� L� '��,i�,._, T.� - '�J.,,i�,-, -, � � I . L, , - . , I P -. - I � __'�, ,,�, ,'�� I - I I I .,; ,�"!!",��,, � ��,,:, ., . I I - � I .i . � I �_�_::, 4 - n � ',f� �],,�`,,, " i � IL size, e i I . I I ; ,,,-, J_ - , 7 .,� . � 1� ,�'5��' ,� � 1 14Y . I I � - � I . , - ��-T I . I . -, �,� I' � � � I _. . � � 4 � I I . 1 3� -1 -', 1-1. - I 11 _ - - - -11 : . . I I I ,�,�,,� �, � ,, ,,Use nc ,,, ��, � ,,, '�- t�v�xl' 1. . � - ' - _ �:_ :_:__� , I I I � ,. I . i , - _� C �t , __ � " _ I , . . I . I - 17- M�Ij`l , , � , ,� , , . , ,I, I - __ — I . _��; .�� - 11- - - ____ -- -._ - - ?1 - -_ ____.__ — � _ - _-- 14 � - - T�7i,_",, k � I , , I , � ,7� ,'�;� � , ,� I 1. ' -- 4�1�1�2- - - 1. - __1 �2'1, � " __ - P - .--- � , ( -, 11 I - - , - --t1tv" , - r �, - `�-- 7- - - !, - --- , .____ --- - . � I; � 4" - — : - - - , � . ! � I , ,1 --- _* --- r _ 'pe ! . - I I F!: T � - - � - I _ �:� ,- 7 --� _ ----- 'O � , " , � ", -, - � F, . __ I - I - ,� . I- - - - -, ! _; ...... . .. - �:,, _ - , . I 1. - _,:7 ', "" 1 � , . I � . I I , I I .,�, I- ; �,, ., _',"_ I - . � I .v4 , - , . - - . .i --- r , I - I - 1- - I I - - - -, 7 � - I � � 1. I . -.1 1. . . - I- -1 - I - - ,e__�._ __-______ � .. - __ -, . , -1-1 . . -, � � - - I I � - I - - � I � _ T� I I '! 1,��,,i � I I I I , I I , , i I :1 ',;`�,��i i�_;" 5�,__ . , - ' I ' I -i, 11 . ,�i . ,':L , .1 , � I I 4 � i. �,:'_ ;� ,� th the Chief 1�1-_'A � .1 . - � ., 1 -4.,_,,�,,,� n ractor shall schedule his construc . .. I . . �,,;�i,�� , I 1� ! � 1, , , _ . � �,_,,�. 'd " , i , , � �11 I - I . - I I - I _- �- I I . I L -.- '' ,9 t - . � , . I . : :_,--,,-.,,i �4,.�� 1�1 ,; I - .-TAMPICO- - - L ' L__ , - � , . , , '. - I � I � "U� � . � I I � �': - I CALLE I ,�,:-;,j',",`�`�,��: , ,1vispector, daily, between 3:30 and 4:30 P.m. �, I I - ,,, I '. ` � I . , I � � _� --' -Ji �, - �, ". ", I I I I A 5 ?), I . - ,,., - .. ': I, �� 1,12", � �,, - .I . I � I - . �p ,� � . 1*1 �_,:i,"�� , 1�,�,,� I 'I 'r i a un r f .1 ''11-1, I I I f I - . - - .- - 'It- - . . I, N, , � I .A, � . , I , . I -_ - , , I �,��,�, , rw . ��;:, - � - I -1 � I . � .. - I � -, � � , I i if C, I . � I � I ,�, , �, f, I - , _.!, ..'�,__ . � "' - -:, ___ I --- I-;- F. . � �,��',m��,";�,-. � � "' , I-— � - . -1. - _ __ _____',__ _�_ I � _ -1 - � I I - __ __ � � . . _11;� - - �,,� " � - - I I � ,- I '';,; "�� " -1-11-1 . . --.-- 1_1 - I -1- . 11 - te C " _ _ ? I - -_ I I � "' I "i � � ' " hedul I I . I , i, - - � , , - , , _ . _.- __ -,.,:,--,-: _____,__ _ ,_..__., __ - - L-,_ . I . �11� a h m . I I I " � _%",_,'.-�1. �.-_',-__�_ -_,� - , ,_ ;_.__ - -1 - - . . . 1, . I - . I �- �i � . 11 ��,: ` . ;'4, I - .. , �__..�,__'_.:,� ,- 1 ,� ._1__,.___ _. - - �:y _.__.___ ---- � _ _:��-,_: -- k � . :;:-': I �,,_��,-,'!� �,f� 11 � lt�, � I 11� =,�= -'-'--- � ___', _._____ _ ________. __ - _.________.._ -, _ - _1111 1.1-1 1. ), - - __ - � " ,_,�i��, , ��,_ , I ; , � r�(, � -;� . ; � ", I � ;. . , 1--�-.1--.1-- � I 1�. I - � - - ��.ti ,� 4 �' -, .- -n;_F_ ,_ -_ . `11 I I �,) :� -,:",. � " ,-�, "'p, - - .- _ ...1. �_ .. !�_.__ _ _� - - , �. .... ,; �,�,, -",.�, - �; ,�f:,. !'i�� - ----- _ - - - - .- — - , - , - _ � - _ - _ - � 1, , ,"i ',I" - �_ , :�, . _� __.��_ _____1_. " 1',, , 04_'��1_1� " _ :L 1. I ,0 � �i " , ;� I I. - I - I I , . . , . '-� I CVWD , f . ,I -�, , � I I I � . I --- ; I : � I � IJ � � I - - 4 . ,_ . ,'`�, , i �, jf Contractor . I � I .11 I I �, I _ - - - — - — - i - � -�- — - - I I I , � . , .!;, �� -, ;f "� - 11 � I � __ ,--- - � - I — - f7 — - ,., .11 ;� , . - �,,��";i �_�;� I I � . I 11 . I ,;,_:z* ,,!� 11,�:,,i,� 1. .,�,l "', I '. .1 I" *111 . A" 11 � �- I . , � -- . -7, --- . I - � I ",�',�"�'L ��[ '-'-" - . I I I_ t' , I 11 I - , . . I I 1 1, , _,', "', I '', 11 �, �,�,, -��, ontractor shall be charged I hour .1 I _�,� " 4, , __ — _/ I � -1 .11 � I -1-- _'11 � � �-, - . . , �i - �,�L I :"�� " , � I-. P � ��,tz�"Li, ;1�11 . I . - ;, � , � ��_L ' li" - I-.,. : P'i li , occurrence. I . . , - , �, ;� I � I , ,.-- - I � '' I 0I I 11 . �I � - I I , , %, I" , ,_ , � �,. ,,, �,,, ____1 - I I --' � ,� - I , � -,�,,,:�',.,'_ :_, I I I � , I. , � ��r, , �, �F I .11 IL � ; � � . 1 _" . - __ L I -1 ___ �, I '� ,I � - ,,T �_-', , I � I I . �:. 'L , , I I - , �: ,� I . _1, � �., &1 t 1-800-422- . I I �, " " !�, -J, �,, 1"� i � If I - ;� ,, � I, 3. -1 �, ontractor shall call Underground Service. ert a & 4133 at least 11 I I I I � 1, I �� " 1� �t .- �:� �2, 0 ,� 11 L " I I' e, I C I . I � i I I ., , ". , 1 - . . I I . �jL -,. 11 , 11�� , �, � to start of con . . � I � P - I , ,,,-,_i,�i�, 11 _ I I I I i � - J PROP. 6" 1 \ � - . I I �'� ,�;- ` ;7!,.-,:,-"�,',,,, �. I . ":, " (Z__ ��RO . 6 — — T — - 7 — — — — -----I— - - PROP. 6 - � 'i I I � i � ,,I �- �, , �1 ,,,, �," - / I I - _! . _�,,�!';.�, ;��.�t'W6 working days prior I � 1, '_,V, 1. : ,� I : 1- PRIVATE SEWER ,-"' PRIVATE SEWER FUTURE PRIVATE SEWER � 1 I i . , , � I I I . I . 4 1� L' , 11 � , - , �"�' , '�i' � .11 , . � I � I ",I,,,.'' ��Iil 1. - , I , I I ' 11 . I :- "�, 2� ,,, I I I . . -, �, I . 9 1, I "! I I �� -1 �� I �`,� 1 I - I ;�, r . �,�� ":,,,!,:��, �,_, � I DI � �;_ � , -:�,. n f � - , " r � , . : 5 : � i 11, Cut . . I I I �, , ,i �1,,;'�, , . / SHEEI 2 '' - 4 , - �� ' QUANTITY ESTIMATE — _�p _ � � I 0 1 - I � I? FUTURE .. -'*� CONSTRUCT 12 , � �� I (FOR PERMIT PURPOSES ONLY) . I � �, I . I I 11-11 , ��,_,,l , BLIDGLOGIN I I 11 ;'�`,�, L. . I - . _�`_�f_", I�L � I ", ,� , � I I V,�, I I � _ I I I I " 11 -, I ,I I _,� I con . I - 1 , It zll ,1I, . I � : � �',� � , . ,. I I , �4 t( � I _�'� _. I L� BLDCL IF �� , -' WATER'MAIN ALL __'"`� �'i I .'_� structed I �',`�-,�,; I I " z 1 (5 UNITS) ��'`� I �, � , . - � I .; � / 1'�, 1-I"' � I POLYETHYLENE I � '':�, I � I" Ir I " --- RESTRAINED JOINT 1, I- ,_40� -��!-�, ,,�, � ��; .� , I �":, � "_�,� I , 4 __ � 1 12" DI WATER MAIN _��V' _ ",� (5 UNITS) � � � . � . I � '� / �; � � , . I �il, i I I 11 ; , L; , , - 11-1 I ... 4-"`,,��`,!.;�,�, � - , " IH " __1 ,,z1 I I 9 11", _1�1�r� , I S E Er - T, t , "": - � ,� - * _ -:11 3 . -ALL RESTRAINED JOINTS 1121 L.F. � - - , I I i� '? ". _ - 1, ENCASED � �',,��;� . 'IR- - � OA " " , � 1 4 _1� , , �4, ,; :,,_7�,, I- .."j,""'., ( �11`1�'_,�ti, I -.� I . . -, - ;� i I'll - I ''I � 1� I . - iw � � , , , I I . I . . 14 ,� � \1 , �, ,� I I I � � � � � - � , —_ ". �,�,:�,1',,�� -,.';� �, . � � t I 11- , II . 1, L,' I.': . . - , I I I) I _� I - - '1_1� I - - , - , A___,� . '�,�i�il._�'�, -_ , I . - "I N� _� , , �,_��11'11,if, -, I i � �, - ENCASED � , �"T�,,,� J .$ FUrURE � 11, - I , 12" DI TEE . 1 4 EA. . ,,,, , , - I , Il-': PROP. LOT 1-11 -6,1 �P. or I � Llll,'��,',�� _'�:' I LINE \ - EN..M IF �� __ I ,�,�':, � _ , �� ,� I I " ,�� 4 I "; I 11 11 I I I I " ,, ,,,, .1 , e soils, � 1, . -�'!'_ " ,,�"L '�',�"!"* 11 - I I 12"X6" DI TEE 9 EA. �, r_A10 I 11110 30' CML - . � I- I 0_,,:'% " � " r: " r 0 1 I.� �'. in locas l . . I , I ' — I _ ;�,��,_ l�"-. �: � � � . � 11� -4)�,� (6) LUTS) 1� IA , I I � _3 t, �I� ' - T � I el' : " BM IA , , '? �, ; � -`,2� " I — — I 1-11 I I � . I I , _��,�,�,WATER MAIN �, � --CONSTRU= 12!- I--,' op, \\ 'r�. - ,!:. I ,� .1 . i ,,,, I . �� I - , '% — I . , -1,151. . I . I - - I 12"X90' DI BEND 4 EA, ��,�",-,',,�"".,;,L".-�".,�,-',',�,�, ; � ?e *J� I (� C) ( � .1 I 11 , ''�:� 10-.1 __ --,, .,� ; I , , TER-MAI . I ,tl ...�,:, I , 1'� a) , � �,�, �%, I "it � � �� I . All pipelines to be CKLICMC steel pipe or CML ductile iron pipe, :-,�"__,�: � cl'�.'i��'_11.1_ , _WA -*-� � 11, i! : � 'I, 11..�� - I ! I , !�.,'�, I I I . � I I ,.� � J,� I � I _,"; �1� �� , 1 1 � I I I � ... � I �N 4'' -A VII-__ 11-1 - , '' o � I I ., ,� i I 1 1 � . . I 11, " , i 12"X22 50* DI BEND 1 EA. ,�� , "", �,.`,:!�:, `,J I i I--,' . All 71_1� .— — — — : ;,� ,,',��:�,�'11 �, 1. .1 �,;�t, 111',,,', ) �, , , ,�- I ., I � I 5 , �'', . � � " 1 �� "' - - �� :, . � � ,N�; , , -;"" �-�,-,,,�--:_ 11 : . . I loe \ n\ � - I :11 ! � � , L 111. � ." TtTf Y . �f;i 1_�� , , 12"X1 1.25' DI BEND 7 EA. 1, I i��:�, ""', � , � ,,,,,� � � , � , I ;01 i9ev)do) wo� , - � - 11 __:��,'�:_� ,��3-,,i, ��'T, < I 0 �L 00 I P p I? I - .1 1, �-., , ,� � �- I i - J � I C,� � 4 t -1 �� ', ��,;'�� 1, �,�L��_ ,, I . I � I . I I \1_ " I Lr_ 11,��',,,�� - - I 12"X6" DI REDUCER , 11, 0 � I '�<i� I , I nm 2 EA. � I I __1 �_, ,�_,� � "tN-, 1 . , - �,�,:-�,,�,, . I , I � I �,tn'-,",',_1:,��, � � , � "I � . " ,_ 11 11 > :�( � _�,�.','�Tl ,., �'. : - � . . 'i -, T I � 0 � . �-, , I location, detector I ,�", ,;;,�;, " "i, � j�I�'�,_��, m I �� ESN - � -"��1�, drant I - I I __ - . L 1', , , � `?,� ;, ��I, - 40. , _:� , , � �, �, �,,i: �i_, I I -1 ,� � 1, I I �_ - _* � . \ vp 4 1 ,:2�"iLl - " ,� 12" DI GV 1 2 EA. I , � -,, � . I :D I � rvk a_'� n ��.',�,� "i"', 1, I I . - ,�_7,_,,��.. 'A� , o_i,i�','�,� �, . — i\ 'C - �, I , I . . I - I li, �� , , ,_� '. I�V' ._^ �1_ ';,�',�,."",�J :7 -, __11�'1'11 r I I : I � I I E� I i 1� :,, ,� I- ::� � 4. , Cut sheets shall be supplied to the Chief Inspec � I - ".. -,,��'�, ., I - , , �', _�� 1, , � ., - 1i - I � I I I - � I , . : . . I - � �`Z'_ ',�,_;�,"__ �_ ,`� I I I __L331suryu I ,�, L �,�� `1� " L� . � , , " - ,��;',�,,-_-,_",,�,,,,,� I � - ,-, - i, ,�, 3 �� ,� c 1 ., ` _�, � -', �: cons truc.t ion. . � . _ � I 1� ii� - ''I . - 6" FH ASSY (WB) . 6 EA, I I � -�,�,J, - ,',�"�:,,I,,� �� _ -�- � �f -1 �. S 'I., ..-.11-1 "", �� I I � I OCY.- (5 UMM) �17I I � �; I I I �'LJ_, . "�; . � � ,",��: - ,�, ��, � . � . . - I .;, ,, I I i� - - ,,�t_ i , I I . , �, ��'�?��_'_- %,.,)��11�'�,,',�,;,;��_ ;1-,i,� 1. "I !_,��', � 1. �,.; " , , I 11 -11-1 "_I,� �� , �V� , �_,�, I "r- 11 " \ I ;I I . ., . - �� , I � � . , , - , �, Ir., I �o � " � ��_ ':,�,�.,i,�_� �,,',��;�"",�!-��,��-"!,�'-!�:"�,�,,�,-"W"�"..-,,,�-",�:��,:"', and, curb, and. gutter. installed . I I- �� - I � , , �y - , �� - , 1� I �] ", , _ ,� . � I - I "-� � . I .1 - � __ , , , 11 � - - 1, I 1, ,i".? .. 1_�_`�L�_�t,g . ji,.,,,�kMicap,. ��ire hy4rints,;, I �, I . I �� -, _� __ ��_ I - � 1- 1� .1 �11 �� : I , - PROP. 6" '! . . . I 111--, � " '- ", � " ' ' , � , , - _� L I I � - I � �, � I -, , ___ - `�, -- '='� -1-1,111, : I � . , " I . ��i - , . , - "'; ''� I , ", , , ;, 1""'i"-i- , __ , _j�,a*,� -be - , I __ I � I I � � 11_AX'1111`� ; - FUTLFE, r- ,� - - PROP. , LO OT - , I I . , �,�','-,`�,,,,�,��_ �--_ - I I� - �, - � � " �,- I� ,:, ,, �, , - '. � : , -� -; - - - . , I ;��:,��"",-!"��l;"",-�,�,�� r sIh��4' i�.��' 11,ft- , -I'--",",- . '' - - - I I 1. - I . I 1. � � ,_ '' o ,, e, n, , , , , � - - .11 , �- - - - - -,��,� - � 'I .- , � _. "I'll - _- - - . - I 1", " :h*,,'inst _ , ,., ,I _:_ , ,-,-,-�� ,-ra� ,,,�� "'.:' ; ,z ".-r, � *,, , '�V-,,t,", -, . I �' -', �'.w;-,;;I� ,-;,- � 7 , ,� �11, , , 111- __ - �, -1-1- - 11 -�'i�,,�--,;�`�,,� ;.Z,:�,, "', _,I � -��- � �.,-��i_W, I ' 11 I - --;; t - - -- - �. ; . 1 1-�. � '_ '��-(,"�` �,_� -� � "2! rt �� 5, � V, 4��',� -�-,, I k f u, � 4 i I � � �, ,4I1�A'6,i-4 -, i , ",�,�,-'��i,--,-,,�-.�,k',-,��',-I - '", , - � I I ;J P I �11 I I I - 1� I -1-1 � - � 1,7 1, ,�,,5�1�3'*'�,� - I � I - - . I '� ;;! �,� �, _4 11 " 1. -D' - - ,`�>�,, -I - -,',; -o,�!ii_',__,jIL'�L'4�L I I,��, �-,;,t�� i -, - � -; � - - ,'�, I i& � ��. 11 il. - r. ".. " p I .:, 11 - 11 � ,.��_� I I - '' - I �' ! , " -,�,-, "L�,� 44�h, . . , ' , �: - , " - ,4 - I I I I , � -J--� , " --- I \ BLM ;� ��, �,�,I-� --,-,4 ,e,�,v ��j�,_ , - 11 ,� �, , -1 -, ,, '�Imi', - I" � ,,, , , i - ' �" �; ��_, - �117;tie� " -1 � , � � -` � ��r � � )_1Y � 9� 0 -� � "i'l i, _R � , - 4 , " W _:y,'� ��_7�__ _��It4�'4_�� 1�___ 1, I iATE - SEWER - I 'i ') 'i L _aJ �� p �_ 67. DETECTOR CHECK. ASSY. - �_ _ - I . I � - 1 1-9 -:,-L� ,. �_ -- I � I . �,,-�_-R,: :,-- " �� -, � _. '�,,,,� __ PROP. L i �� , � r� � 0 � I ,i7 , , � , - �'� � � $ " �' __ I I , 1-r , �, - " I �� i ", ,,� � . . - ,� I 1�11i 11 �'� "", I '1': I , ", �' � 11-11 \ .111 , � . I I , 1 " \' -% FUTURE I �,�,�i'!� " , -1- , � .o.-.1 '' I I'll ..-I , . 'kM 'FF �, :�� , �', � �_ \ L I -.11111- � �t- - � 11 I � , � �� 11 � I -1� � 1 (r, , ,� " 6" DI GV 1 9 EA. �,/_, , , 11 , , 2 I I .. I . \ ,1� � I . . , it \� \__ -, I , 1 ]4 � . , , , �_ � �";�,�, �; �":j,, ' ' _,�. - , __ - E�\. '. �,_., � �_;L - -, _�I,C,��' , I � � -�� I '' - ,�Iatlop -- , I- I " � � � "":; _J;,� , - -, - � �If 4 - z �,-,-,�_� I , - � � - ,9 � -- , -- - ,-, �,:�:,--,,,,, , 11 , - I 'L � I � I - - 0if'.1ft I 1� ". ,__� �I, _ LI.- il � , , . . I I - I � � I I I , '_ � I _�,_, - - � - � � -1 -, '06 .,*,,,."-",�.--�,i,i:�"",i"�*e � �, -, " ' '� " - , ., ." , � V � � I . , , 4 - " , � I . I i-�i - , , - , , _ � L- '� 1�f�', '1'_1T1_`:_1`1 . 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I I - I . i * , , . 11 , _', '� ", , ,., ,�7._,,_ V, J - - - �kllttr . , i , , , _ , , ,, , � . . - , , , I - , " � � I, '11111 'L 11 - I ,_ , ,4,� �, I � � i - -- -i,, .1 .. P ��, " -, - , , , � , � , � , : I - � , � , I- I - C0 1", — �, ,�V'�,_,: I � �, i�, _-, f lt, ii%jS, tie!e i , - , �, 1. � 11 , - , � : M ,,,.,., I � ,�', � �Wjlth ' ' ,/ C � 'i, J, � �i i"I �,,, I �" _�, . S VICE -�:MET � - - ," �,:_ L'�,, - , I � I � i, �� z. ; 'I, I I I "' -,�- - -- _111 ", - ,,i:;Z�_ , I _�. I.- 11- � -I.- �i.l �, I -, , I 1 " ER , '3/4" ER AND 1 " R 1 51 ,EA., � . �11;w,_It._�11� " �,_��_"�ill�-'__ ��L - \ (5 UNITS) ,� � - � � -, I � ,J� --- i ' I I � . 11 . 1". I - L, 1, ' L 111V I I I � I - I � - * �,�"L'!'�,L 1, � I_' '11 I f ie'tinia � � I . I , - I - ` - : " '' fi . . I � � 11'. 1-111-- , I ;.,--- i .� - - . � - . , ,!Rr-'�"',�:"�'�j """ -� 1,�,�, I - f- -, ", �, �, � ��, " �,� '_;,� , ,, � �, � , � ��"`_ � I W, t, 11 � i� 1 I ,:-,-;,�- '�, ,,�,, ,��f,,��'2,,',' -_,,-,1;if'I - � 4ed ductile iro pipe shall be CKL ,_,, - � 1 - I 11 I "; �_ � __11 11 - �f and a I 11 i < __ � 1. "'.11 - , 1 �111�, - - P., . - . I � I ,,, �, , Nvi, ��, i I I . I �� . , �___ with C14L . . � 1, i " �,-i-,,,.,,5-` -_ P" �_, - -, ,�,r� ;_1 �1% I 'I 1, I . � I - I __ I I - -1 I " � , ��_ � , I � , , 7��C,.� - '. � � I - - 1, i � -, , .',�,,� ; I I I . I . � I - I , "",_,,"',�A , - . . . I _ "I �If FUTk)RE j�� 'k � : " -1 " "� � i: � �,,; " x, . I . I ductile iron. I � I I L I I4, "' "I , � � � , � ,,,� � , , , . i�� I 'e"'. f;i� - � C ,,yy,,�,�-`�, ", I . : - �� : ,, �.,' , I I I I . � , . _ � � '-p-, �, - I I " I " i I I i _� _ , - , , I - 1, � - - 11 .`� '.' �( I � . � _.- I - - . , � 11 1�1 ; _.. - , I I I �, - . � �,i� I - .1 I ,"I"". 11�,�41 ,_111-R. �1�,`,'�.',: ,� . _. . I i , - - * _; � � Ill � _� . . I <_,_1 __11 IU '1' - I I ;, " � ...... A, I I � I I � , 'j, . - � - ��_��"I,?'I'L' 01 I I . : , I � � - ", , �, --- s, � � - : � I !�; � � . � - I . . . I �., I � � - . I . 1. 1��, I ". "O: tp-J, I � I flt I ! , ! , , 1 ,41 ,,,kl , , , I �� ,,_J , I C : , �, I - � ;� VIJ, -,��,,,,-�,; ��'-,,,� � " r� , � � � . I - - - 1, - �_� - . I �_' I , ,, li 1 I I : �,�� . I , , . : I , s per joint to be install d at e LEGEND ,�, "� , R-1 11. ; - � -;,_� - .\ �'. (5 LINIT I . � I � I . 11,� "1'111�. �, � _.- . I � . I . , �_ I I _, I I � I , ,___ , I 11 I \, �,,k � .� _1,.� 11T, I I - 1 r I I I : � _� , -1, ,�;", "T , i j il - f . I, IS) - I spig . � , , _ � I i : �., � ,,i,,:� - "' L, �,;�� , � I : :: I , 11 I 1. I \ ; . I!, I �A I:- '__L,I1,I - , I I . . , I I . I - _.�'�_'.� I' I 11. ; :-, .I! '-�, - __ � I ,�,_ -., I . ��Ie �i .J., , -1 � I I 1:11 . , � . - I � - � , I i I �,,'V,',,; , 't;l -1�1� ,��',-I,i!��-, - ; I I -1. .� 41 1 , I � � 1711 �,"-,' � �� , � I PROPOSED SEWER MAIN 1 -i�4, i : I . f" I I - I 11 I—, — I �, , ,.I 1, ,�� ; I � I 11 I I I _. " 11. . � � ; - --'T�-BLDG. 111351, I I . .1 I 111;� - �. ".. � ,ld" i � I I "I , s . ,�-'� I I I I � -, . f I I __ - I �, , S_ . �, I I "'I" - ; , , ,� � hydran . . �, � I - - - , 1. ,�, - , , I � - ii I s 1� he _ . .-i Q UNITS)- , - . I - i �� . 1 86 Psi - �,,,, � , ('. - - _`� I . I , , STATIC PRESSURE [,��,��_`,_, ;� � I -1 - "�� I . 11 I --G1 - _. � -S I i I 0 . I J", , I . :1 I I �,,�:-;-,� �� i I � I , I �, ��: : . ,.,e�,:�-� ec un sa dct iron where . t. � system is . . - . .11, - - I , � � I I - I I - - � , , I I " , V I I � � 1, cmL ductile ironpipe. I . I k-- PROPOSED SEWER LATERAL � 241 1 . " \\` I,-,' - I ,�!�r, . I � I 11-c", � �' \ I \,..,\\ i I . WATER MAIN MATERIAL RATED IDU t�l ,� ,,, �_,�; �kl �j"�, ; I I 1�"" 1� k = . : , -CONSTRUCT 12' D . . I . *L,�,�14,�:;_�:�, .,!, If � - .. EtT --5— I , � � I � I . i WATER MAIN ALL � 11 �1, I,: � I . � � - �, � .� — — - I r, 1111- I .f, e . 11 I , I � . V i" \ 11 k< � - �f 0 -1 I "I -1- A-i-I I ,�,�,� � n � 1�-i I <; . h PRIVATE SEWER I , �j4.I,,� I-;.. �V � 11�_1111 - I , -1 - - � � ,_,� . 9. a . - I I I I I '- ! , RESTRAINED JOINT I 1, - I PROPOSED WATER MAIN , 1- �": �,'� . �k /� I . I � — . .� ; � 1�,� " ,,,� I L constructed. I �� I I �il � 1-11, - ! I , �. - I : I ,� C "� - CONSTHUCT-,-12' DI : POLYET I . . - - ;,:,:,f,1' ��', 1, ) i - - � — — - 111_�: �� I I ;,-., ,:/-: . I I z - VICE ,��,;�_ f�I, _� - I- I I- A SED � � _"r, . I . I . I " . '�_, -, il " It � � -.1, I rK7 -1 (�� -z' � � t �W. - — ! ; Iff . . . . . I I . . . 11, . - . . 1. ' , . ,�, , M L . �J �' D JOINTS 0 . , � ` � J - - , i , ` [ A — I , , _; '1� - WATEALMAIN ALL �"' � 1�� .." � rf_N �_11 � 1, , I T ;. ��-,dg::I�0 f - \ I . �/�, 00 In � I J,Ly luji )) I )) �� RESTRAINE � I .- , . )i �""",,��,',�ff�,� , , I i_�________:��_� I D �� --4-1 � . I 11, . I � 11 � - I I :--" - — — , I — - — - — - " - , ,. I I . I - . - I 111� f- 7� _T, _� �1. --7, V- it. .11, ; ); i I Lz� -1i, � , I ceft:,, tnok . � . . __ __J . I � ter . . . � C3 . � . 11 �� '' --- — 1. 1�:...�Jl � � -, . 60-07 4 - - � , � - I ii, . * I! � � t � C I ' ! I i -If I I 11 ](�l ]/)I i,�] it I . LINE ,� �; I � POLYOTHYLENE — F � �1_ _:I i ;�_Ni gEi I-1,01 ,4t�,b C(& lh�; design of the water system in t pis . ; _,��,41,11'��, ,�, � � . ,�i W ___ . � L - - I � ____________ __ ____ I., 11 It I ! . , I , I . I - I L;iJ I 1_�', � L771 1_��J F wil - , 0 , , uccorc,.�nci_:a; ti'th t'-,� 11 -JItem expansion plans of the lla.Valley Wa � I �, �_ 1411, �, . ,�,,�, STRM ; �, . . I . . — PROPO - 0 - 11 - 1�1 1-11, - I : . � - --I, I � � 11-t L (i owit iliie Nater service, storage and, distribution system I equate �1 .,, I � �! ,.;p I ;�i,, � . � will be ad I ,� -',� � i !, -, - , ; -7 — 11 __/ I - � ,;`1" G,/\1.i`/"`&. I a I N _�_ I f I 1,� ( , 1� 1'�)Istr,ick ()n I . - � I . I I I I I U) . - , � ,�:!",t_, ,,� ,;�>,e ..] ,� I �', . I � '� I 1, - � __�__ , � � , . I I ,, �,,_ 2, ; 1�� I . - 1 I itute a quoramee , :, .,! � 1� / I I I� .- I , ,�, �i " � ��': ,r-r ser_ n I .. < 1 I I k k ; �� I �i �i ie Nu , I i 1 2 � , . I M I - i I 1. ' voter to such tract at (in I I I , I - flows or p I , I I 11 !� , i N 7" to pro"Ir - ce to such tract. This certification 'does not co st' I _____ — I : , 1 / , ;11��, -, - PROPOSED RIGHT OF WAY I " � I ,� ��Zj'�", _1� I . � <1.1� :,�%, : I 11 I --_,/��,:,i" - �h,)t ii fiyill s u �) �- I �,- I, y specific quantities, ressure,s . I ", .1 L) I I � 11 - I � "I'll, . I I li I __ - I I . I � - A',� �� . � I �v,� ." I / , I . I I 0 1. � ,��, .4 *iI I PROP. 8" , I 11 . 1-1\ -1 -1 . If . � J� 0 1 � �,:� ', � V i , %N, I I ''I 11 lvp� �:�, � ;-�;; , I , - "I - I I I L I /I - or ,ife I (A . , "I ,� � I. I A � prctetion or ony other purpose. . I ". , " J , :, �,r 41 I * .,� I �/ , I - . I I V, I - i I . .1 � I , , / e I ') � . I ': - I �- I �,�` 1:1" :, I I 1i I PRIVATE SEWER 1, "� .�A I - � ,/ , U i . .. _�_�c f I I . . .1 , lk, � P.U.E. I'� � ' ," , ,,'��'. 1-1 - �1: PROP LOT TZ � , 'Ir " . :1 � S A i . I . I < . I 1, ; _ � f i, I I-% . . I I J, - I . 16 - ��. I , , � : 1, - . . ::"�`,;, -:'i, ," , - "'I " I --- LTAI, - I I I ; - I � ", � :1_1- .1 i 1, I . V . � I; �_/ " �' � �:f : " . � -1 LINE W I , I 0 12' DI � (" I:, �11 . . , * ,. , , , 1, I I I 11 , I � I I I il I I � - , 1_0____, 1 ,:11111 `� 1�17,11, I 11�bll �. * W ER 111 . I - I 1. I I ' . , . I I . el I _:� . ' llf� ",�� , ��', . �I ;A �, _- - � �iI , " I " i i ,,, �� MAIN k 6 (') �`i' I - `f%� I I I �, , ,. , � - - i e BLMQ 'C' � I ,.1.31 � 44 � .r- � PROPOSED FIRE HYDRANT �� .11'' � I . , . I I I � . r ___ Z,4111 f , I : , � TR . , I - . 1: ,�� , .- I I -) I ABBREVIATI0NSJ,,,,.,�_ I I "i i � , . " I"., I ,-: I 1! 1; :i _ � 1. r __ - I . �. I I 1. (�, �IiI , " 1) a " -_ .. COACHELLA VA EY WATER DIS I I - � - ".�Ii,�,%:�,, 1, i � '_ . . , (5 UNITS) r "I ,� " .� ,� L � ; 0 �t�-' � L f - . . . I ii , . 11 I . ',.� I E .: , I I I I �, , " I I . , I :; � �, __ , , 11 , ,, 1 I " �� `1 I * , — , , , � 11 I I U) . I, / , ! ", 'i ,��- " . I , (N) NORTH : � �, �,": , ; I I I & : , / " " , , i i ,I i'!�':,'. �'j�', I 111.11 I . I � 1; , , I ; I � ,: , I 1 (8 LHM) � I I ", _/ / I . I llp� � � . __ I 11 . . I � o I- I I �; � " "I /I Z' I � � I I � I, -,; I _a_ I I li . 0� � , _t � I i - MAINIERO, SMITH AND ASSOCIATES INC. MAKES NO REPRESENTATION CONCERNING .',�_,: e .1 , ; ! �14�,� -, ,� t I ,�"/'�,/ ,,, I I I I , � t � I ,1- I � . __ I I I . I - I ' I __ . 19_�-.q ! - . , .- I - � , , , luf '6 . EAST - ", � ,:, -, �: .� � /,, � , 1J � I , (E) , � I, I BLDGL 'A' � ,,� I F , , , �� , V . , � '' ,.; , I I , �, '�'L j I I , , �)o+l �� \' , S) SOUTH . ��,�.,,,` "": il " t �, � �r BY: � � I 0 '' I - " : � � I . . I , / � , I � �,I:�, f. �* � , - -1. � _!" , " /" �, , I . /, , I � "k �. I () - ,� o',� . 1. , _ THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, WEST � I. �� I : C "�'_�.L_ . Par' � I .G , � - , I W) . � .1, /I i , (I' � , , "�:� I I , , -, 'I ''� '' Daniel L. - k�, , :1 � ;1 1, -11 . � I , 'k, /_,"-It : A I i I M � INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES ONLY. THE � � � ��' I . I ____ __ � 1i � I / / " - 1-4- - j — � � 111, �,:, NE) NORTHEAS, ." i, ��,� ." , t . I . I 5J, 1 n� '�, . � " ,,, " I . , � , " :Ij- , I I , I ,,'-, , Director of Engi,neering . i I 1�. - ' ,� �-�- ,,, � I I � I - i 01 �:' , " 2 , - �__1�1_1 I : __ 11 � ; I ��Ii�,�. , �� I 1, I I ' - 1, �t ---i - ,- i � I . ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED - ", % 4_' . , � QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. I I ,� I I -,�, �i ; t L , , I I R.C.E, No � I � 7�� 1 1 1 � I ii - , I - ��1�1' - � '� � ��' � ","t I , � '� il - t 3 IS Ill/. V, . i . .1�. � ". - . 29572 � = I, I �NW) NORTHWEST:,�. � . �',`, -, w- � I fV1_ .6 SE) SOUTHEAST -, ��;�jli �,N�' "� ? I., I . __ - __ , Z, � - I . I '. . I , 1�_.,_ ,[.I , i ', I % � : I ; 1, 11. - , - - � - - - — elt � - .1 . - � I .. �, SW) I SOUTHWES,f1','1 �v � � 1,; �', - - I - .. 1, I I � � - - --- - IS -77=_=. _- , ""I i16__.:. - - � - , i� ,� — - ",I ! '' ' � - "I ^ . �, . � . E , UTILITIES � i .� � � , i li , — I _1 . . -I. A-- I �1 " : � , , I . 0 I , .; _", I � 1� , , . - .1 - , I �'4�L� . , - -1 11-. " I " '. 1�� " i .1', , 11 , " - Aii .,/ � - . � vi`� 7 111 I _ � , - � AC 0 C i , I - , '7_ - �� : - --I.-_- � .1 - - I .- 77 ' I - � � I - - - I - - . I . I � I - � /_ -a. - - -.1 � I _ -11, 1-11 � ,-,-,- -- � -;----- I-— ��L __.!, - 11 ... �:� L I - _7 _7 - -1 ; I _�,, -, L. ;11 - 11 . _ � .- "', ,.,-.-. - � 1 - - �- - I -1 - -1 � I .. � -1. - - - � 11 ; I , � , I ! � U) WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 , ASPHALT,'C N �ETE - � � �, . - m 11 __ - __ . - � __ * 11- _7, . � _� - - P;,�_ I � � � I - . I t - - I � I . " - - __ - , --- i — �7 . 11. � I IT I ASSY. ASSEMBLY ""'."' J "' " - � `�i, � " I : I I I I " , P.,�', I I-_- �, i I i, � 2 li . . I , � �_ � � � rl I -, __ .- �� __ - � - . - -, I - ___ - - .1 I --- ---I , 1;. . ,:-I" - , -_ - - - ____ - - _ , . — . _4_ - -I I ��, . � � . SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 BC BEGIN NINGL�OFV,,CURVE : I ;, � . , � ___ 7- J ------ - I -,--- - .1, . � --- ----- -- Z -i - _� :-7---- �- . I � :�f . . , . . . _1;1`1 I I - __1 f ; :� � . , I I � I �1 � I � I . . I I I . 1 , ,� I 1-1 I 1i I , I - . Q� BV BUTTERFLY �W(VE �,'� i -il,z,�,,'�,-.- - " " � 11 1� I , . " - 11 �1 . . ,'I 1�. I . �.��e�,_; . I . - I �6.M, ,,-, . I � � � f ': , I , I 1, i f � � " I I ' ' I 11 . i 1. I -1 ; . I 't %� � . - ' ' �. I . � � ; I I �8 ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 , "`�,". I 11 ,. L ,� "�,,,. 1" -.1��;,��.,�-11�",�,f�.6�"s�;,�.--�,,- IiIl '1;. : I -, ,� 14 � . BO BLOW OFF', ��11�4�3�z,�� . 11, . � ,I,.;� I - - 1. I , *-;!, �04 -a,�.,�i� ��:::iu,� - ;�-, , ,�_,��_, I 11 � " � � 'I, GAS NIA GAS COMPANY (760) 323-1851 ' ; � , I - ,I F, I - ", -- I % I . _ :it,, ,i-,_, k�,,,, , ` �,f� �, I , I "�,� 1"�, .- I I 11 AVENK W � _:iF0 15 .1111 �!,�,<:"-",.�.��".�i��,�,-��,�,,�:[ I CURB I _. I I . I I I., , ,1 _;�N, , "O I. 1: . - - - . � AND, GUTTER. " .", - V I I I 1, 1, ,k,;" -, � �`�, C&C , 1 .410%, � . I , I.. -�,__,�,�,, , , , -,, A I I . . I . � I � " � I 1, L . � - �, "" --- ,- - I I I � '' , , " �, I I I . . � . - - _ - , ;, 4 I I I . . . I I .1 I 1 -,4--,-- 1, ', Z�" , - - , . I I�',,`,,J ,Z, ',�� -, I , " � � ;, ; ,� 1 I . I "/./ � ", �;�]I,'� L � ERLINE,,-��J,,.,.�!�: I I'' ,� �� ,e ,�. - ,�., � , ,� " � 1�" . , I � ii I I . . � -1231 I." 1- - . S . " ,� ,�." , '. ,��,, . . TELEPHONE GENERAL TELEPHONE COMPANY (760) 323 �z J --- - ---- � , . . �, .7 --- - __� __ - " . ` I I I - 4��; I �� ___ � I --- __ . � � � I --,i-. - _.�=__ I - � � ------" - 1 I I-- - - -, . � � . � . I , -';7 . I 4 - - , -_ �_ �_ - --- - ._ - ___ . - I : ._ ____ -_ _ , C/L CENT I I., . , , , '' .. I I 0 .! , CABLE T.V. MEDIA ONE (760) 340-1312 I , " ,,,-, � I I . I � , 1. �_ I :1 - I I " I � I ^ '.111, V � , - I .. I T, I lo<,_ . I N D DEPTH - '' �? 1"" . � � - I . I I , X ,., �, , _� � I I , I I I , 11 1'. � _. : 7 . ' ' ''" V 11 . I � I .� I ''. . I I I I ., - 1, ,." I I �� -,, � ,;,, " ,� " .1 I I � - 1�, � ". . . . . . � T7 ; 1,; � I I i� , I � , , I . � - ", " � I 11 , , " , , ; � . I'� ;, , I il N I - � ,� " It _y � I -� 11 I 1. " '� � , , 11 I I , f , , � . USA UNDERGROUND ALERT 1-800-422-4133 DI DUCTILE":'A0'N'," � � � I I A I 11;1,�_ , - ,,, 11 I �.., ; 1 � � .. �� . I 11 � 11 '. � I �I, 0 - I . , � . I I � DIR ' ' - .1 � �I - I . , � I I � - tl�_, I ! � I i;- ' r I . . I . - �4_, � � I I THE DIRECTION �` " ,�: 3 Y � I . I I ., f- " , I- . �,'� I- I " I, . & Y. I . , - , �.,/' : � aS , . I 1�� 'I, . I . ", I 11 � I - -�, - __J � � -1 - , . �, I I 1 I , .1 , N LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN %�;,�--�'�, :� d � � ",-, � & . � ., � ,�: - : . I I EA EACH , ��',�'��',,�;"".:,-i2.,-,�,��:, 1`-� " � . � kVA ; I I I , i . � ,� ; � ,-,, - I ; 11 �.. . � - 11 I - I --- _�r . __ - . I ",". . i�, XACT '' 1� ��__4,� .1 _ 1 11 - � . ._ -_ ----I------ - -_ - - �____4 . - _ -_ - --- � - --- - - �- -- ----.�. -- - -, � I I : ,*,,� ! el , APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE E - - � - --- -_ _____.__ -_ � I _. . ,- - . - , N , EC END OF �C(jkVE I - . , I., - � r� ,_ I - IP 12 I I � � 1� ::, �,, " �� I I I . - , , . � I . I I . � . .%,� �11 .1 I . EMEN '� - . - - .- .. -.-,- - _ �____-1-- __ _____ --.-,- - _ - - - __ _ ___ - I I - 1-.1. _ ___.___. � ti - I 'il 1: � i��, ! - � LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE IT I �'.�`_�,. � . � I I. I 11 - I N� , � ,, — '' ESMT. EAS , , " , --- I � ------- I I ___ ___. � .___.... _;.- I , __ I __ &_ I ," ';��,'- " ... ��, , I _' ''il 111111 �� - - -�A,,,�� - I . . . I 1 , �l I ,:I�ii�ll M , CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES , - - a I 14 � , ,, � : I I -� EX. - I il I,- - , LEXISTING *'11 ... DI ... � ... " , 000 WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND EXISTING,-," --��4;`-, , � ` I ,I ': � '�i� I fl, -:: , , � , , � ��,�,�� 1_'V-�,� " ' ', I �; . . � ,. � -q , � FH FIRE HYDRANT ;'P,,, �,�� I � 1_� , - " � ill . WATER M ., �,��`, ,- . I 1, � . .1 I � i,j I � LL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL . . � �11111 , � 11 I �:, -,�;i�;,,,,,f�l)li�"i'�'f,'I:-:.,�,� Ir- POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO WATER GV GATE VALVE':.,,'� k , � ��,, . _ �!;`,; . . , '_, � � :,"J" � 7' ; , , , "t � 0 1 1 ,� A! I , � ," r I CVWD DRAWING APPROVAL 1� - I TION AND VERIFY THEIR HORIZONTAL AND VERTICAL __ '';"I . � ,V - I - ��,�,,�,1' I . I 11 I I I , i,.idllE',� - � . INV. INVERT . _zj 11" �11 I �,�IN . I � I I i � 1 'E 11 I- 2- . " , I I . � � il, I . � .,; ��11_ I , 1,� I - Date "". �IL LOCATIONS. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS LAT. LATERAL 'o,L`� ,_ _ . I , I - .If , � I I � . -1 , I _� A) ��,` � I I � 1�z_ I . - . � � : 11 I LF LINEAL:,FEET �. ,:;�,, I � - �, . : /0" ,/or � ,�� ,�`�i ,:H�!", �_ "� T.- 1, �,'__, 1 ., ,E SHALL BE BROUGHT TO THE ATTENTION OF MAINIERO, SMITH AND . . ; � Che , - � " I M e:,��,,,-,- ��-�,;,�� i I I :,. �.-ji'�,,111',1�11,1 4) 1 1- . I � I:- - I . I . . I ., ___� �i� � �,,,V,� �,� :0 ,� � I � I . - I I -, - ; &_ � - I . , I i� I I - � . I , I � 1:, ,; � ;,% , ,_� Proj ng r J I � . - i [_,,,,?,,,,,,11,11,,r QL - , . . I _1q:Z_ . I , ' ,� �', " � �L; I ,� r� :, �, - � � . I ": ,�. . ):; I __ _� I . � ASSOCIATES. THE'CONTRACTOR SHALL NOTIFY MAINIERO, SMITH AND MAX. MAXIMUI _��% 1"', �,��_ .. I � . I I 1, "�:;:� � - . c'_A 1. I I I 1 2/1 � I . 1 2 1� -�, 11 �, ,�,. I ASSOCIATES PRIOR TO POTHOLING. IF NECESSARY, MAINIERO SMITH AND MET. METER -��,,'%'� T�,'�' �'� I I - - I � � I I �� I T� ,�! 11 ],�- � r . ASSOCIATES SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN WATER MH MANHOLE� � ,- ,�:, , L� . . Ir / . i �,�,�I; J"�"L_ '' ]',_`� �_�,��, . .1 L L7 A, L . :,r"� ,,,',' . Recommended: .. L I . L I ;, 1� . I It '';,, E � OR SEWER CONSTRUCTION AFTER REVISIONS ARE APPROVED FOR CONSTRUCTION. NO. NUMBER I �,`,.,,��, '�""�.�;._ � I I . 1, " 111111 . I 'LL I �, 1 I 'F,� . I I � . , .. ., I , 001 I . �-, ;%''. . I I ___. � Dli�. N�.i 1)11.: ,; ", " L I I L . L . Ill I � , , - � 1, ", 1 j( L 1'i�. r .I" � I �! L:! - �, . . ��, " i, � I . L r�___'"rC "I ," -72 � `f �,)) , M I , I . I NT8 NOT TO SCAL�. _,,_��,',,`,,,!, 1. � - L I M I I 1. '14L -,. " � ��I, , I i i , � 4) . L' I I . 11. I I -4 - * .. I 101 I E88/ I 01 Engint;w0h ________ I . Ill " , 0b. , - [,�;.,� , - . i , _ 1. ; I � �� , 1, I . . PCC POINT OF�CO��OUND CURVE I? � "'j" � r . � 292 : 51 �� I "� I �*, I 'i , � , , "I I I I I . - I I 11 � I �:, A,�11 - �. . � 3: 1 L POINT OF �,RE ER$E � CURVE 0 L �,, '�'� 1. _Sl*�o , I ,_F'1- . . , � 1. 1. _ 11 I , "". , �� , I r . L L I �, � g'L T, q�, ,�� (0 . . .PRC . 1-1-11 ,F 11 . 1, I . 1 , RIVERSIDE COUNTY . 'V I . � . 11 , i �1,1 � � ,, �� M UNDERGROUND SERVICE ALERT . � . . Approved: I - - - � I I � � ?1 .1, , ii I , - I . - I I., (t - ; . I � i i!., , L , I., . ; � J, �' . MIG . : � 111, � N",: -i Lo I � IRIII� 11 I PROP. PROPOI T'J i:�'i' L* 4 't,�� ___ , L � � �" \* $ 1 L:; , � , 11�4 , I I PUE PUBLIC UTI,UY.:,,tA�EIVIENT 1. FIRE DEPARTMENT Co all . I I I � I I .enmal Manager - Chief Engineer . R.C�E. No�� , , I "i. � - . CALL TOLL FREE I . �_l I _�. IZ I %t L I I ,,, , ,, - RP REDUCED �:PR�SSURE�� 7, _,.�, I , ly�,� I I . .1 I I 11 I - ., L � .1 � . . L - I , I . I . . I . L I ,I � , I _�, " � "I �� . % " I I I I ,,i_,'�r � - . L I .. � 'I 411 I , - . R/W ,�;,�,i� . 11�: 21� a C438810 M . . � � -� 1, : � . . 1. L , , I 11, 111 - - Rl3HT .,OF ,WA� ,,'�,_',�`,� - () . . MD . - �j �'� � � L . � IL � . L 41:� 111�11?1,,111_1`1 '" M I � I I 1, � [ 14,t, -.I �', I 'I I � ,�W';� , " ; " 1 ,'� I ,Lt�, 11 I I G . L �,�_�,,,�,_ . . . 11 = Exp. 6-30-.05 1� :,?,� �_ �� I , > ,�", �� I - I . 1-800 S/W SIDEwALK'4"i�._,.r. _ - . . . � ", I 1� . I � �1: I - I �,.� I - I . ;,:L,"_'� ' . I I I --.-- __ - L L I J i , ill,., � _� L I - TMH * � L I I I . � . . I I , ,_' 0 TOP OF ,MAN�OLE, .--.- L ��, . * �;�;,:�,� - - I I I . � 7 ,. 1;11r I _ ��_ - , I (n - .. L L . . I - . I I '. '_i _ - __g JJ � , TYP. TY I PICAL '�'�'L' jL:�, �, � L O' 50' 100, 1 150' 200 1 , I _� L . I . � - 11 . . I 11 � lf�11111111N ; �,, �c . I , " ; F,, � " �,_ . . � - 11 IV I -� I � I- . I . L . _. 11 I I - I � I � 11,� 1. .- I:, ____ I . � I .. � I _1� ;' '� �jLj' "11""I'l, 11 . M . 227-2600 APPROVED BY: � I , i I (P :�-; ,, ��,,�, . . I � I , -1 � - I , . _T1 I � :1^ L I I . . I I I I - I - ',�� 41 ,, 1 A,; I ,�: i,� 0-' . i VCP 11 I / V \ \- '.:,, . [4,11,1111111:, �', I I , �,, P ir'] F, i 7 VITRIFIED .-C 0 . "', `;�' , , ": , I �, I .1 L I I I I I I I I � 114 .. I ,;-, -��, - ,, I � � I I I � , I I L, Y -.1 L . :,F�PE L__�M�m r"1111111111111111111111111111111101 �� I I 4A, � - I . , I L L - � I " � . 4 , I 1, L I . I . . I , 41V,431 1", i � . ,.� � I . . . 1p . L L � : - "4 ' ,.. - I . .. . � I . 1: � . � C � , � C: I - , WB WET BARI�EL' ,�;�,,;,T,`,�.,,'�� ,. UAIE: . L . A ,�_ - , , , I�, . I . I - I � I � L ,: 4:� 11� ,, 1, L I TWO WORKING DAYS Ir I t 16, 11 I I � I I . . , , . I ,� I . . : , z�,�, , ,. � � _�,$!, i , � I , . � � t I � i" W , . . . , - I I . I , I 11 11f: t",_l � . BEFORE YOU DIG I ' - ` . L � 'i�11, :1, I I � " . I .1 TJ J . \:) . � - 'Ik`iei�'_11�:.,,11, SCALE 1"=50" . - OF C .�.\ , , ,'�, � . � I I I � .1 � , ,L; , I ;'_'L�'��` I I 1� I ,�� . , , , I 1- _1 v�L� L" L . L I 1. , � 'L L 'LS I I �.:_�,�,,,'�`, I . . 1. � L I I I I � � " ,r V E� ,, . ' , . - ' � . I - . I �1 I __ - I - . L ----.--- -1 . L , � _ '[_`,I.,� ��.t,�,,__ 11 .L I I I . I I I p.. � . I I . L 'L I , I L I - I 11 .L I I � I I I � "I"' '�,_'!�;-i�,. " �'� � 0 L " � , � �4' __ ___ - __ ___ _____ 1111=11IIIIIIIIIIII - I I ___ . 1. . - I - 1. . I I � . 11 . . 11 - - 'L t . . _�_- 'L - I j* I - I � . : � '� , , ;". :- I'll, I ,It lf,�, Ii I . I I , - � . I L . L , ,',. ' . ',�L,_ I.,- , __� I �_ 1��, i�'j� �.� 1,1111,14,491 " ' ' . - - L - . , : � ", �`� �I "; � . I I I I I I - I . - "I _, - ,� � i.' I . IIIIIIIIIIIIIIIIIIIIIIIIIIIIII � I � � . . 11 __ �� I I . �t2,1�1`:,�` , I 1. x,.'�,* I 11. . I i ". .:1 , - iL ." L . . ,� ,, �, � ' . � I I - -1 - 1. � �-,�� ,;;-� I I . - 11�,,._, 1 -2 .. I I I - : .� - "`��Q-, � I � :� � , I I 'y'!,� ,'�'�_,,� �_ � I BENCH � DIRECT SUPERVISION OF R.C.E. NO., DESIGN By APPROVED BY-- I.". � � . �;: I � I I I,- 1 " I I ""I . '. 1 IIIIIIIIIIIIIIIIIIIIIIIIII11 M - .. I 'i, -1-11 � , . ' NO. REVISIONS I DATE I I ,�, I-, �:�',.',�!",-I�,,��,",��'MAINIERO,,.�S'MITH AND ASSOCIATES,INC. PD 104-70 LEV. 47.9'9f(NVD29) , . � I � I � '' I . . . I � ,,� .111, L ILI— I L 11 � � � 1. .11 � �_ i 11 � t I 11 a, �. I I I ; . _,", . k'1,11',�,%. I .., � IL I . ,�, , . I - I, ,�_, L ___ - - - I I , � . .1 I I . � � I I I OIL MTC 1,:r1p . I 1. I �� .9, �. I - . . i�;- �, __ - . / � I - L � . ,� llf,T�. I � L . , 11 . . 1''. L 11 . I 11 r, ,; PLANNING / CIVIL ENGINEERING / LAND SURVEYING MARK L I L . 11 - I � 4388 1 r . . CITY- L OF LA'QUINTA,,,,CALIPORNIA �;� 1. -'r -I- I - �., 6 � I � " . - I :,�,, "I - 'I'll 11 I 11 i - L , I LOCATION � I L , � . I � I :- I , ,1� . , SIGNATURE 1. , I 1 I r : , .'' I &01- e��,;-, a I i� ,� _____ - I % 4 lee� a. �14, .. I . - . , ", � I . I- I 1� I M� L, Z , I � BRASS CAP IN CONC. MONUMENT_QN SOUTH - . I L 11 I 11 1: � I 11 11 t� � to L I - . 11 1� I . , , _ � . I � ii_;�_ - L L - L- - L ,�. , , L OLD TOWN LA LQUINTA TRACT NO. 3Q"o; �� I 41 11 . I I I � - L JULIAN A. - DE LA TORRE L L . ;IL,�I_.". 'L" I I I . I... 1. _ . .1 �' �1. , - � . I , L -1. 1� . . I , . - - . L 1. . � , _ , I I 1, � . ,,, - I I I .: . '�, 777 E. TAHQUITZ CANYON WAY, SUITE 301 -SIDE CALLE TA�MPICO BETWEEN AVENIDA I 1. � � L I MP , - I I 1 I I ',, I - . . - ; I L ,� � 1 'I 7: 1 - ___ . . _DA7E , I I I � � LL � . I 1. 11, I �� C) .' L � I L LL L� . ,I I 11 I . 11 " . I I , " L TIMOTHY R. JONASSON, PIE. D TE',�,.�t",`,"_,,' _,L , . � L I . I L" _____�"� PALM SPRINGS, CALIFORNIA 92262-'7066 . - . CHECK ` � WATER .IMPROVEMENT P L 1.�11 - -COVER 11 I ' _� * �� /Ovcwr�l ' - �� z 0 ' (-D ;� I (_0 % I I& @(OWL r CALLE TAMPICO � I �1� ) � " 7--, �P� --N,\ I I I I - I — / - — — — � - - \11) rF K--- CONI .", W 7 , ___� __ I I I I wmi � I �, F/n .. 1 4 - . � L I I I I L . 'I - " __' :�' � . I NZA; , I . . , 1. 1. 11 I I ". . �,'� �, 1 < I I _ L PUBLIC WORK�/cITY ENGINEER 11 � _' _ "I -, , L I L �, "'] U]" I 11 .1 I � RAMIREZ AND AVENIDA CARRA' - : _, __ :_ �,L I SHEET I . - � _� " - � I I . L � L 4 L - -7893 1 - 11 --- � I . �� , " I , I L -ST QUARTER 0 .. ,-, I . /z//z/0 , "'' � � , BEING IN THE NO ORTHWE F I �, FAX 323 . " I _______ I I � I � I I . � I I . I I EXPIRES 06/30/06 . � L. 1� . I , , L- , I I RTH �HALF OF THE TO T I I 1. I I � L I - I ." . ,_ � I - I - I . I I - . � � TELEPHONE (760) 320790,1 IJ, L . 1 1. 1. I � IL 7 �; I I , _ I UJIS R.C.E. 45843 EXPIRES 12/31/n �: � ,;.,_ ,E SOU HWEST I'' : 11 �� 11 .1. � I , , � � I � I ,- L, . 11 L" . - I - I I I -1 --- — .L , �_ 11 - I 1. � - IP 6, , t , L . � - LSI.B.M. _ I , � I I , . I I . I � - I—- �', 1_11,I I - . � � �� ' -�� - - I I . QUARTER OFL' SECTION 6. TOWN IP 6,1" H ,RANGE 7 EAST. _1 . 11 ,� , - , ,; , - I 1� , � I . I I � _ " L L " , - - , " ��_, L I L - I . � I 'LL ,L "I I * . ��, '1 - " " ,, ,�� . � I I . .1 I � M X L I . I'll I , I L L I I � .. .... . � �� , '. I L � I I I . I - I - � LL "I � - I - I , - , - . . . � I I � : j ; L . ; I �, , 1, 1. . __ , 11 I I, - � i 1. ;�',�' __ I .�, ��I', " I , � -;7.1.. , '�� , , I j � .- A � . - I _ � . , I , 1� ,� t*, , " ", L . - ,� I I - � I - �, - , , 1, I 4 ", , � I � � , _ - , ;� A. - "I L . . , , , , , L - � �l", L, � I � I ,n ,_ I .11 �� I _., I L �� "'. " " " � � . I I .1 - I I I 1. I I - � ,� -, �,� �._"', I :�;� ��"_,��,, ,,, . L � -,,,, ,.", _6r I � . - �� L, _ I I . I I I � , � I " - 11 - - . : L - �,, "'. ,,:, ," I . L I I -I.-, , I I . . L� L - . - , , - 11�1 - �, � ,,,,,, ,-" �, �, . L L � . I-', 11 '.�,,�:;i.� . � � � "., -2- L L I I " - -- I "," ,� - I ,� � - I I'll L 11 � I I . I I L 11 . . - - ' � : I I �,, ,�,,,�.; , , "jL � . I I I I I 1 I � 1A � �."` 1:, "I '", '' I I I . 1 9 �i""�",��Li,�L, ' 1, . - � . 11 "L , . L � _, - . � 'L , � ��;"�_ - � 'ILI 12' , e ' D& PLC} D o 1 EISENHOWER DRIVE N Z 0 c� Z 3 CALLE TAMPICO AVENIDA QQ LA FONDA Uw 00 I -a w:2 wQ Qm w 0 VICINITY MAP N.T.S. QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 12" DI WATER MAIN POLYETHYLENE ENCASED -ALL RESTRAINED JOINTS 12" DI TEE 12"X6" DI TEE 12"X90' DI BEND 12" X 1 1.25' DI BEND 12"X22.50' DI BEND 12"X6" DI REDUCER 12" DI GV 6" DI GV 6" FH ASSY (WB) 6" DETECTOR CHECK ASSY. 2" IRRIGATION SERVICE 1 SERVICE, 3/4" METER AND 1 " RP LEGEND AVENUE f- w w V) Z 0 V) fr w w w w IN THE CITY OF LA QUINTA, CALIFORNIA OLD TOWN LA QUINTA TRACT NO. 30850 WATER IMPROV M NT PLANS LEGAL DESCRIPTION IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, PORTIONS OF LOTS 35 THROUGH 61, INCLUSIVE, AND LOTS 72, C AND D OF DESERT CLUB TRACT UNIT NO. 4 ON FILE IN BOOK 21 AT PAGE 60 OF MAPS, RIVERSIDE COUNTY RECORDS, BEING IN THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. PREPARED FOR MARVIN INVESTMENTS, INC. 78-080 CALLE ESTADO EXISTING 30• CML LA QUINTA, CALIFORNIA 92253 WATER MAIN CALL , v. I' TAMPICO " ROPROP. 6"P. 6" � � PROP. 6" l I rc PRIVATE SEWER I i / PRIVATE SEWER PRIVATE SEWER I I F�ITURE I FUTLW / /( ---CONSTRUCT 12• DI E� va SHEET 2 r I EILDG E' I �� 1 / WATER MAIN ALL (5 UN") w ,: (5 tMIf M) He ET 4 / ; / RESTRAINED JOINT 1 S G / �, - / POLYETHYLENE — — — — — — — — General District Notes for Domestic Water 1. All materials and construction shall conform to the Standard Specifications for the Construction of Domestic Water Systems (Standard Specifications) of the Coachella Valley Water District (CVWD). Unless modified by the Standard Specifications, the standards of the American Water Works Associations shall -apply to all materials and construction methods. Z. All work shall be inspected by CVWD. The charges for inspection shall be in accordance with CVWD's Regulations and Standard Specifications. 3, Work performed without inspection shall be rejected. 4. The minimum cover for water distribution pipelines and appurtenances shall be 36 inches. Streets shall be brought to subgrada, sewer installed and curb and gutter installed before pipeline is installed. 5. All connections to existing facilities will be made by CVWD at the owner's expense. Sixty days notice required. 6. The separation between water and sewer facilities shall be as specified in CVWD Standard Drawing W1. 7. Contractor shall contact the Chief Inspector, CVWD, at least 48 hours prior to start of construction to arrange a preconstruction conference. 8, An approved cleaning tool shall be pulled through the pipe during the progress of its assembly to remove dirt, rocks or foreign materials. 9. No water or sewer pipelines shall be installed under decorative concrete, concrete, curbs or sidewalks without prior approval of CVWD. All in -tract streets shall be paved with asphalt concrete pavemsnt. 10. These plans may be subject to review and/or revision, by CVWD, if construction has not begun within 12 months from Date of Approval as shown in CVWD Drawing Approval Blocks. 11. Contractor shall submit to CVWD a list of materials to be used prior to the preconstruction conference. Only materials on the approved list may be used. List shall include quantity, manufacturer, model, size, and other pertinent data. 12. Contractor shall schedule his construction activities with the Chief .Inspector, daily, between 3:30 and 4:30 p.m. for the following working day. If Cv,6D is unable to provide an inspector or inspectors, Contractor shall reschedule its work for another time. If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall be charged I hour of inspection time for each day of occurrence. 13. Contractor shall call Underground Service Alert at 1-800-422-4133 at least two working days prior to start of construction. 1&• Curb and gutter shall be in place before ary domestic water pipelines are constructed. PROP. LOT • ( FUrI� ENCASED E�I ` ` �� J' 1� Special Construction Notes LINE t\n, • -- I /�/ / I �/ EIL ( _ �-,- :-- - � ` •e�VA R�6 In locations where the water system is to be installed in noncorrosive soils, EXISTING 30 C ii WATER MAIN I L_ �. D�- / I (6 UNITS) / _ the following requirements shall apply: i ti :F I 2 --S3 ' r' V ` r 1. All pipelines to be CHL/(?iC steel pipe or CML ductile iron pipe. �Lr)�i� 2. pipelines to be installed with a minimum of 48 inches of cover at 1r� / �_ i FF�� v� final grade. 3. Entire system to be staked for grade, alignment, substructure ESM — _ / \ \ \ / / / , location, service location, fire hydrant location, detector h k tee and gate valve location. i I��`--1• S V � / \ L S �` V � 4. Cut sheets shall be supplied to the Chief Inspector prior to (5 UNITS) construction. PROP. LO �' ^�h' . �J / PROP. 6" 5. Final grades shall be established and curb and gutter installer FUTURE P PROP. LOT - - - _ / \ ,.. the'ins allation gf•the_ Ypelinas, services, fire _ _ - z Q P I v before: to IN -� RIVATE SEWER r L E ? 1. I I „• _ NE to checks. . - . , ,... .. ... .r+.. _. ,L ,. ,,. _. ,_.._,.. .... �-..... and detector t ......... ........... . ...a. ...:. ::.. W r a (5 UNIT8) / / r., _j ii'a• 4;; 5. A11 fittings used with Ci?L/CMC steel Pipe shall be CM /LT1C steel \ / and all fittings used with CML ductile iron pipe shall be CNL FUTURE / I �,j.� ductile iron. / EK-M h' v ; 7. Two bonding clips per joint to be insta(5 LINIM) lled at each hell and spigot joint on tau./cMe steel pipe only. PROPOSED SEWER MAIN � STATIC PRESSURE 86 PSI PROPOSED SEWER LATERAL WATER MAIN MATERIAL RATED 150 PSI PROPOSED WATER MAIN �-- -- PROPOSED WATER SERVICE — - — - — - — PROPOSED CENTERLINE PROPOSED 6" CURB & GUTTER - - — - - PROPOSED RIGHT OF WAY - - - - - - - - - PROPOSED EDGE OF P.U.E. PROPOSED FIRE HYDRANT MAINIERO, SMITH AND ASSOCIATES INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES ONLY, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 GAS SOUTHERN CALIFORNIA GAS COMPANY (760) 323-1851 TELEPHONE GENERAL TELEPHONE COMPANY (760) 323-1231 CABLE T.V. MEDIA ONE (760) 340-1312 USA UNDERGROUND ALERT 1-800-422-4133 THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO WATER OR SEWER CONSTRUCTION AND VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF MAINIERO, SMITH AND ASSOCIATES. THE CONTRACTOR SHALL NOTIFY MAINIERO, SMITH AND ASSOCIATES PRIOR TO POTHOLING. IF NECESSARY, MAINIERO, SMITH AND ASSOCIATES SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN WATER OR SEWER CONSTRUCTION AFTER REVISIONS ARE APPROVED FOR CONSTRUCTION. UNDERGROUND SERVICE ALERT CALL TOLL FREE- 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NO. REVISIONS 1 121 L. F. 4 EA. 9 EA. 4 EA, 7 EA. 1 EA. 2 EA. 12 EA. 9 EA. 6 EA. 9 EA. 9 EA. 51 EA. ` �; / \ 8. Fire hydrant runs and detector check runs shall be CML/CMC steel ��e�pp s / -- S ---•- S — 7 l ) where the system is CML/CMC steel pipe and fire hydrant runs and QH1� S) / — / q\ / ® V detector check runs shall be CML ductile iron where the system is CONSTRUCT 12 DI CML ductile iron pipe. PROP. 6 / ` �\ / — ® y. Curb and gutter shall be in place before any domestic water _ WATER MAIN ALL ' PRIVATE SEWER ` _ i RESTRAINED JOINT pipelines are constructed. �Z CONSTFIUCT..12- DI / POLY ENE WATEFt MAIN ALL�- E SED RESTRAINED JOINTS �.. I s- s— '` - - - -- y�< POLYETHYLENE — ' rr,n� �; ;i t': _`i i_`i r"r _ ;e y e a y is in ` V .,{ r.- l 'f'+ r t r' ;r�." 'rl-'jE:Sµ�'l r.1 the water S Stem In €. �- -� �= J ENCASED tGJ 1 _- - — _ • Nater system expansion plans of the Coac ella Valley Water e _ `` ., / PR ------___--- '.r?r: water service, storage and distribution system will be adequate 1 1 \ ti to :)r .,�ae �� •-� �er�.�ir_2 to such tract. This certification does not constitute a guarantee ;. fl r re—rPs I a ABBREVIATIONS; E) EAST N) NORTH lW) WESTH NORTHEAST �NE) NW) NORTHWEST SOUTHEAST RE) W) SOUTHWEST AC ASPHALT CONCRETE ASSY. ASSEMBLY BC BEGINNING OF CURVE BV BUTTERFLY VALVE BO BLOW OFF C&G CURB AND GUTTER C/L CENTERLINE D DEPTH DI DUCTILE IRON DIR DIRECTION - EA EACH EC END OF CURVE ESMT. EASEMENT EX. EXISTING FH FIRE HYDRANT GV GATE VALVE INV. INVERT LAT. LATERAL LF LINEAL FEET MAX. MAXIMUM MET. METER MH MANHOLE NO. NUMBER NTS NOT TO SCALE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE PROP. PROPOSED PROP. 8" PRIVATE SEWER PROP. LOT I LINE \ BL.DG. A'�► \ (8 UNITS) 7. f: yx fA�. A\I-A11 I PPE PUBLIC UTILITY EASEMENT RP REDUCED PRESSURE R/W RIGHT OF WAY R S/W SIDEWALK - TMH TOP OF MANHOLE 0' 50' 100' 150' 200 NP• TYPICAL APPROVED BY: VCP VITRIFIED CLAY PIPE WB WET BARREL APPROVED 7DATE SCALE 1 "=50' DATE. water ro supn trace of any specIf,c quanta es, ows o poILI � ��....�__., ,, °or `irk ;,r ,,,r r oam/ other purpose. I rn Q 06 IS MVG 12• DI s iv V� (5 UNITSC' ,,; - - I I SX' W ER MAIN. - - -- T COACHELLA VA c'f WATER DISTR T By. m _ r Daniel L. Parks Director of Engineering - - j ` R.C.E. No. 29572 U) - n. FOND _ - o EXISTING i : WATER MAIN Iti'I RIVERSIDE COUNTY FIRE DEPARTMENT QVOESS /cIt DIE g Jv 99 Z gi C43880 n, M Exp. 6-30-05 V 0- 9rR OF CA1:�FOQ� ' MAINIERO,8MITH AND ASSOCIATES,INC. PLANNING / CIVIL ENGINEERING / LAND SURVEYING - BENCH MARK PD 104-70 ELEV. 47.996 (NVD29) PREPARED UNDER THE DIRECT SUPERVISION OF ` SIGNATURE �«t�la&a;�� R.C.E. N0. 43880 LOCATION BRASS CAP IN CONC. MONUMENT ON SOUTH SIDE CALLE TAMPICO BETWEEN AVFNIDA RAMIREZ AND AVENIDA CARRANZA 777 E. XAHQUITZ CANYON WAY, SUITE 301 PALM SPRINGS, CALIFORNIA 92262-7066 TELEPHONE (760) 320-9811 / FAX 323-7893 JULIAN A. DE LA TORRE EXPIRES 06/30/06 DA E CVWD DRAWING APPROVAL Date Chet ed: — 12/ 16/02 I' a) ICI' :o Ind } ?JNN Cl Prole ngi r Recommended: E DWG. No. DI Engn ,C.E. No. 29572 29251 Approved: _ IIIII1 CD !k I4 ; ltf General Mana er-Chief Engineer . R.C.E, No,-248 89•` Revision: Date: Appr. '.SIGN BY APPROVED B MTC CITY OF LA QUINTA, CALIFORNIA ZAWN BY MR OLD TOWN LA QUINTA TRACT NO. 30850 iECK BY TIMOTHY R. JUNASSON, P.E. DATE WATER IMPROVEMENT PLANS -COVER SHEET PUBLIC WORKS/CITY ENGINEER BEING IN THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST UJS R.C.E. 45843 EXPIRES 12/31/02 QUARTER OF SECTION 6. TOWNSHIP 6 SOUTH.7 EAST. t5i I cM to 4� o i u. rwa+w IN THE CITY OF LA QUINTA9 CALIFORNIA GeneralDistrict fetesfor DomesticWater1. D U Q LA OUINTA All materials and construction shall conform to the Standard Specifications for the Construction of Domestic 'Water Systems (Standard Specifications) of the Coachella Valley Water District (CM).TOWN , H� 4R.F. Unless modified by the Standard Specifications, the standards of the and I RIB GtO o •OLD American Water Works Associations shall• -Apply to all Materials construction methods. 3�1 l— 30850 2. All work shall be inspected by CVWD. The charges for inspection shall be ' ``4[ EISENHOWER DRIVE • in accordance with CVWD's RegulatioTRACT ns and Standard §peeifications. 0 D 0 V Z WAT R IMPROV M NT PLANS 3• 4. Work performed without inspection shall be rejected. The minimum cover for water distribution pipelines and appurtenances shall installed and �,Q Q Q a be 36 inches. Streets shall be brought to aabgrads. sewer 3 w before i elina 1a install ad. curb and gutter installedr p p w CALLE TAMPICO N LEGAL DESCRIPTION 5. All connections to existing facilities will be made by CVWD at the owner's E T p7 Z expense. Sixty days notice required. ' Ir; 0 k> , IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF 6 • The separation between water and sewer facilities shall be as specified in f AVENIDA m CALIFORNIA, PORTIONS OF LOTS 35 THROUGH 61, INCLUSIVE, AND LOTS CVWD Standard Drawing W1. 0o LA FONDA U�UJ 72, C AND D OF DESERT CLUB TRACT UNIT NO. 4 ON FILE IN BOOK 21 7 Contractor shall contact the Chief Inspector, CVWD, at least 48 hours prior wM �o AT PAGE 60 OF MAPS, RIVERSIDE COUNTY RECORDS, BEING IN THE • to start of construction to arrange A preconstruction conference. w am o 52�d AVENUE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST 8. An approved cleaning tool shall be pulled through the pips during the QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. .progress of its assembly to remove dirt, rocks or foreign materials. VICINITY MAP PREPARED FOR 9. No water or sewer pipelines shall be installed under decorative concrete, approval of CVWD. All in -tract N.T.S. INC.concrete. MARVIN INVESTMENTS, NC curbs or sidewalks without prior streets shall be paved with asphalt concrete pavement. 78-080 CALLE ESTADO 10. These plans may be subject to review and/or revision, by CVWD, if from Date of Approval as shown LA QUINTA CALIFORNIA 92253 construction has not begun within 12 months in CVWD Drawing Approval Blocks. f [-EXISTING 30' CML WATER MAIN 11, Contractor shall submit to CVWD a list of msattrials to be used prior to the the approved list may be i construction conference. Only materials on re a st shallinclude lud y manufacturer, Model, size, and other use she nc a quaatit . ufa er, d Li _ - r;�_ �.,, ,.�.,. _ _ i�•'~ _ ;.�_.,�i- _. _ ._ _ _ ��-a -- �W _ _ _ ��"'� ` �;�'. pertinent data. CAL -LE TAMPICO 12', Contractor shall schedule his construction activities with the Chief daily, between 3:30 and 4:30 p.m. for the following working day. ,•>�.n I M Inspector, If CVF'C is unable to provide an inspector or inspectors, Contractor shall .. _ _ _ ...-._ _ reschedule its work for another time. r: r I If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall be charged 1 hour of inspection time for each day of occurrence. 1 ROP. 6" _ 2�HPROP. 6� ( PROP. 6" ; # PRIVATE SEWER / / PRIVATE SEWER PRIVATE SEWER el I ��` 13. Contractor shall call underground Service Alert at 1-800-422-4133 at Least two working days prior to start of construction. QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) ' FtTTUIE I �I -"CONSTRUCT 12' DI BLnc •a• SHEET 2 ��.w,d4, I. , BLDQ.'E' / I ~'' / / WATER MAIN ALL I � �� ore any domestic water pipelines are Ili . Curb and gutter shall be in pl•.ce bef y constructed. 1 4 / I (5 UKTg) ,�--., '� 12" DI WATER MAIN POLYETHYLENE ENCASED -ALL RESTRAINED JOINTS 1121 L.F. jl (5 UNITS) T •.- RESTRAINED JOINT SHEE POLYETHYLENE I / I s11 ., _ FUTURE ENCASED Special Construction Notes f DI TEE 4 EA. I PROP. LOT / 'I 12' 12"X6" DI TEE 9 EA. 'EXISTING 30' CM WATER MAIN . _ ''nn;, � �I uN/ V' M1`< (6 - - - - ( L_ — —� —�� DI-- } p MUMFIA In locations where the water system is to be installed in noncorrosive soils, the following requirements shall apply: CML ductile iron pips.. 1 2"X90' DI BEND 4 EA. 7 EA. Cn �'%'�A w1►TER MA - _ �� / �s _ _ Ifi, `$�G' �� i. All pipelines to be CHL/CMC at eel pipe or with a minimum of 48 inches of cover at 12"X1 1.25' DI BEND 12 X22.50 DI BEND 1 EA. > Q' ^ O G� Y .- �r / '� s% 2. Pipelines to be installed ��' `� final grade. � t2 1,WT '� 3. to be staked for grade, alignment, substructure 12"X6' DI REDUCER 2 EA. L� �r • / \ / location, service location, fire hydrant location, detector n 12 DI GV 12 EA. ES - M; --+ / • _ _ _/ / ,� (`\FUTLNIE check, tee and gate valve location. / ` -_ 1 4. Cut sheets shall be supplied to the Chief Inspector prior to III I \ (5 UI�TS) construction. 6' FH ASSY (WB) 6 EA. ' n ;'.`'; , .. .C- / / ._- JP / PROP, 6" �: < . ,. _ .... PROP. LO \ �`.� •..� PROP. b I � ;, I 5. Final grades shall be established and curb and gutter installed -: fire hydrants felines, services, y. 6 DETECTOR CHECK ASSY. __ __ ,-_�. x---��._..;....-_.,__.-... _ �., - —_ ....."; . LOT _, -' - —.. ..r.,._ 4NE �� Q :. PRIVATE SEWER , r / _ before'ttie installs f pipelines, [ion .o the "tor ,, 2 IRRIGATION SERVICE " `EA, MM W , � • n � .: � i ..-,, ,. LINE _ I BLDQ' D -�, - 1 e / . / (5 UNITS) � • ` ;; ; (III a checks. and det c ,_ � : (�tC steel..: .- - 6. All fittings"need with 11•tL/CMGtstee_ pipe l }, shall be t�iL 1 SERVICE 3 4" METER AND 1" RIP 51 / a�`'� I = ' """� all ductile ironfittings used with CML ductile iron pipe • / BLDQ T ' 7, 'hro bonding clips per joint to be installed at each bell and P I , LEGEND �S� / (5 ) \ Y ti s i of joint on CML/CMC steel pipe only. P g j PROPOSED SEWER MAIN s s / ��' B - - `' ry / - ` B. Fire hydrant runs and detector check runs shall be CML/CMC steel e the system is CML/CMCesteel pipe and fire hydrant runs and the system is j' STATIC PRESSURE � PROPOSED SEWER LATERAL $6 PSI ► ® ` —� (7 UNRS) s ` '" + / _ `'' CONSTRUCT 12' DI detector check runs shallbe CML ductile iron where CML ductile iron pipe. WATER MAIN MATERIAL RATED PSI 150 S ' f \� I E a. \ / T � PROP, 6 c � � ;, L� / v- `'� \ M ""''' " ` I ' �, v.;;., WATER MAIN ALL R RESTRAINED JOINTS Curb and gutter shall be in 1 an a water 9• pace before y domestic wet I PROPOSED WATER MAIN i _- 1 • PRIVATE SEWER . Y ;' t / _ CONSTRUCTr'Ir Di I POLYETHYL pipelines are constructed. - PROPOSED WATER SERVICE "< -NE I r .. ` - WATER MAIN ALL J `' -= �`REST�NAII�ED JOINTS � I I. E N 4 — - — - — - — PROPOSED CENTERLINE _ t= - _ -, - 't ., POLYETHYLENE — — ---- � 1-�:-�: rr� r� r. � r!' `�� r' !' ENCASED _ i _ i i_ i �� -L� �. „� „� t ��,�:� , _ >I ��ert;f ��r thot 'hc� �jeslgn of the water system In �ree�!-�i�e. Is in c the Coacteilo Valley, Water ' PROPOSED 6" CURB & GUTTER > i €� �� J �' J �� ; � _ T '!� - -P- ----- _ _ ' -- - " "Y_' �"�/� �� t/""' C ��'�" �cccr �nce r�lt1; -e water system expansion plans r� 1,, h�� hr .vat�r service storo e and distribution system will be adequate a Q w �j��, to sr:,1,e rrctr ;ervlee to such tract. This certification does not Constitute guarantee wo,erto such tract at any specific quantities, flows or pressures t - - — - - PROPOSED RIGHT OF WAY PROP. 8"j► for ..,�, ;fir any other purpose. ------- - - PROPOSED EDGE OF P.U.E. ABBREVIATIONS' PRIVATE SEWER PROP. LOT' .' : I LINE �j► BLDG.'C' T • XIS ING 12/ 1 WATM i�A1N ��- COACHELLA VA EY WATER DI$TR T I' PROPOSED FIRE HYDRANT (E) EAST _ * (5 UNTB) BLDG. A �►. L I I��r1 �� ,� �'��) y� x — - MAINIERO, SMITH AND ASSOCIATES INC. MAKES NO REPRESENTATION CONCERNING TIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, THE ES Q INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES ONLY. THE N) S) �W) NORTH SOUTH WEST i (8 UI�TS) .'� Utf—t - _ __,_ _ °", �� t r< By. Daniel L. Parks Director of Engineering ' NE) NORTHEAST c ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED (NW) NORTHWEST I _ c G N. '✓ � R.C.E. No. 29572 QUANTITIES AND THE ACTUAL QUANTITIES AT. THE TIME OF CONSTRUCTION, (SE) SOUTHEAST � - _ _ UTILITIES (SW) SOUTHWEST i --- ............... �— 1 i i __ r. a t WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 AC BC SY ASPHALT CONCRETE BEGINNING OF 1 CURVES . _ -- ;. ""-- - - T 76 398-5 54 ELECTRIC IMPERIAL IRRIGATION DISTRICT ( 0) 8 GAS SOUTHERN CALIFORNIA GAS COMPANY (760) 323-1851 BV BO BUTTERFLY VANE BLOW OFF ' AVER A LADE TELEPHONE GENERAL TELEPHONE COMPANY (760) 323-1231 CABLE T.V. MEDIA ONE (760) 340-1312 ALERT 1-800-422-4133 C&G C/L D DI CURB AND GUTTER CENTERLINE DEPTH DUCTILE IRON USA UNDERGROUND �I THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN THE EXACT DIR EA DIRECTION EACH -- -- �� t APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE EC END OF CURVC I -- - - �- LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE ESMT. EASEMENT _ _ _ __. _ .._ __ ._ ___� CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL FH EXISTING HYDRANT± EXISTINQ 12' DI WATER MAIN t PRESERVE ANY POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO WATER GV GATE VALVE ! V"�'��'1Qi� V" CVWD DRAWIN APPROVAL I f OR SEWER CONSTRUCTION AND VERIFY THEIR HORIZONTAL AND VERTICAL INV, INVERT �T• LATERAL ate LOCATIONS. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF MAINIERO, SMITH AND LF � LINEAL FEET Che f ed: 12/ i 6'0 �d, ASSOCIATES. THE CONTRACTOR SHALL NOTIFY MAINIERO, SMITH AND MAX. MET. MAXIMUM r ASSOCIATES PRIOR TO POTHOLING. IF NECESSARY, MAINIERO, SMITH AND ASSOCIATES SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN WATER MH METER{ MANHOLE Ing Recommended: DWG, No. I OR SEWER CONSTRUCTION AFTER REVISIONS ARE APPROVED FOR CONSTRUCTION. NO. NUMBER NTS PCC NOT TO SCALE: POINT OF COMPOUND CURVE Q�pFE88/ i I CM Engiri .C.E. No. 29572 Approved: 29251 I ' PRC POINT OF REVERSE CURVE DE t RIVERSIDE COUNTY �. (F UNDERGROUND GQ` SERVICE ALERT PROP. v General Ma ef-Chief E neer R.C.E. No-eaefe, �� I` g t t CALL TOLL FREE- PUE RP PROPOSED PUBLIC UTILITY EASEMENT REDUCED PRESSURE FIRE DEPARTMENT .:! °9 J 9 y � � C43880 4 Revision: Dater AO � r I- R/W RIGHT OF WA 1Q - V O O S/W SIDEWALK Exp. 6-30-05 ut . 227 - 2 6 O O TMH TYP. TOP OF MANHOLE TYPICAL 0' 50' 100' 150' 200 APPROVED BY: l' C/ I VCP WB VITRIFIED CLAY PIPE WET BARREL - '4i' Q► F OF ( �. ppf I• , TWO WORKING DAYS DATE: Cp��F� SCALE 1 =50 BEFORE YOU DID N0. REVISIONS APPROVED DATE MAINIERO, SMITH AND ASSOCIATES,INC. BENCH PD 104-70 ELEV. 47.99� (NVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. N0. N Y MTC APPROVED BY CITY OF LA QUINTA CALIFQRNIA S .T PLANNING / CIVIL ENGINEERING / LAND SURVEYING 777 E. 7AHQUITZ CANYON WAY, SUITE 301 PALM SPRINGS, CALIFORNIA 92262-7066 TELEPHONE (760) 320-9811 / FAX 323-7893 MARK SIGNATURE ,` �yl 43880 TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORK; /CITY ENGINEER R.C.E. 45843 EXPIRES 12/31/02 � II r t jl j, 1 t LOCATION BRASS CAP IN CONC. MONUMENT ON SOUTH SIDE CALLE TAMPICO BETWEEN AVtNIDA RAMIREZ AND AVENIDA CARRANZA DRAWN BY MP OLD TOWN LA QUINTA TRACT N0. 30850 WATER IMPROVEMENT PLANS -COVER SHEET BEING IN THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 6. TOWNSHIP 6 SOUTH. RANGE JUUAN A. DE LA TORRE EXPIRES 06/30/06 DA E /Z�Z/� CHE K UJS c F. 92�II11