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1809NOTE: With proper validation 2 this form constitutes an �s«� encroachment permit CITY OF LA QUINTA APPL'CATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: 7-23-93 LOCATION OF CONSTRUCTION 50th Ave And Park Ave (Street address or Description of Location) PURPOSE OF CONSTRUCTION provide water 6 sever service to the La Quints, Boys and Girls Club DESCRIPTION OF CONSTRUCTION see dravings DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN ass,» Subdivision Improvement Permit —Class I II Minor Improvement Permit Class IV Sketch (attach construction plans if appropriate) Sae attached conditions Sea attached District Drawings APPROXIMATE TIME OF COMPLETION &sari 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: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. eq. 'S�e C,�, Signature of Applicant or Agent Coachella Valley slater District P.O. Box 1058 Coachella, CA 92236 398-2651 Name 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 III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by -0- $ -0- Date PERMIT VALIDATION PERMIT NO. 1809 DATE APPROVED 7-23-93 EXPIRATION DATE 8-31-93 DATE ISSUED _,7,7_0_q5 By Administrative Authority TELEPHONE: (619) 564-2246 LA QQx(A� Boys avN6 Gc\s C_Vb NOTE: C-'- Y OF LA !^ T-. s T i Mt i proper validation �i this form constitutes an .� si _ g 2 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 DATE: rl —,o_0o Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION �leetve. SO a� QO.Cy_ Ayectve. , LG\ ovenPer (Street address or Description of Location) PURPOSE OF CQqNSTRUCTION . 'co -ckAE LA 640,% o: zoyjz, DESCRIPTION OF CONSTRUCTI PROVIDE WMEQ SEQN E d Gc,r\s _%Tnec ect%on 01c fAye. 50 at\d Vo c L Av e. g)—Mae eXis�in(� 19" 9OELiNE a+ 4he le-.ieCie-L h%OC% art '90,T V-- AVe.ou,a AVE. r o DIMENSION OF INSTALLATION OR REMOVAL(m 1m4aall 4'8"5A°0 o.j* c-cfine-tAkcfl OA lone e4isA;c%L,4a" V;QEIiNE NW OF 1QA9LY_ AV Entre. SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN S`i\q \oi9t3 APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 30, opo (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: Sketch (attach construction plans if appropriate) 5e.e_ aAo,lied &skOA Acn 6vNc�s 1�33Z /333. O �eco��e c c s e.•,oex cl td •-oo.N-Q r ;res . (y s e_k s) Indemnify, • defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. ,-a.D 0_ VoserT Fo R -D Signature of Applicant or Agent COACWR)A VALIJE'�? WAIM'6%STR\cT 4 A .80X \058 C0R , cACiM(oC e 14 olle, 2051 Name of Applicant (please print) Business Address Telephone No. 5 Pmt. RS P000je --- Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ Receipt No. Received by Date Recorded by PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE _. DATE ISSUED By TELEPHONE: (619) 564-2246 1 "06 Administrative Authority N r The following General and Special Provisions aro attached to and made a part of Permit No. GENERAL PROVISIONS The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within Cay of La Quints right of way ONLY. Whenever construction extends within private property, it shall be the responsibility of the Psrmntee for his contractors$ to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACKLAYING CONSTRUCTION EQUIPMENT: Ctemadtracklayingconstruction equipment shall not bepermmedtooperateonerty Paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street ahoea [o protea [he paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. It the existing Pavement is scarred, spelled or broken during the term of this contract, or if the pavement is marred. City of La that these Portions of road be resurfaced over their entire width. Resurfacing shall consisteeof one coat of twQuints shell request o inches Ill) of A.C. surfaging plus appropriate seal cost as apKied above. PROTECTION OF TRAFFIC: All excavations and work areas shall be-properfy lighted and barricaded as deemed neoean . by the Gry Engineer or La Quints City Public Works Inspectors. Suitable detours and detour signs shall be placed arid maintained for the duration of the projsa. The City shall be notified 24 Hro. in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, ste•i culvert and concrete structures encountered during excavation which necesmtate romovai shall be replaced in kind. In the event -it becomes necessary to remove or cut existing drainage struauros. City of La Quints 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 shag be removed fromthe right of way. All paved surfaces shall be broomed dean of earth and other objectionable materials immediately atter backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used. -as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERATIONS: If de -watering operations are required and pumps aro forcing water on City of La Quints roads, it shall be the responsibility of the permittee Icontractor$ to control this water and to provide off-street barricades when neteaary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to sslify. limited access for the adoiningProperty owners and emergency vehicles. Inthe avant itisfeltbythepermitteethat hemust Pro i elimifor any length Of time. Permittee shall contact this office to Obtain the necessary Permission.street SPECIAL PROVISIONS The follwing shall apply ONLY when indicated: NOTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting contttrtta m R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an aount of not less than a ion shall be furnished in the name of City of La Quints to cover all work involved in the restoration of the yerioua V Quints roads and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be Posted prior to commencement of any work on this projea. �A3 UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints right at way authorized by permit, the permittee shall contact all coneerned utility companies relative to the location of existing substruetures. Damage to existing substructures resulting from operations conducted under this Permit shall be the sola responsibility of the permittee. UTILITY CLEARANCE: (Surfaee structures) No work shay be done under this permit until all utilities are dear of the Proposed work site. The Permittee shall notify all concerned utility companies of the proposed work. R5 PAVEMENT WIDENING: Area between the Proposed conerero surfaced with inches of A.C. avin I gutter line and the existing road pavement shell be On- inches of class and inconformance with CityofLaQuinteRoadlmre Sta having an "R'valueof not less then P g D seed course n�bs and SpSpecifications. Ordinance #481. prrovem R8 PARKWAY GRADING:Areabetween the Property line and topoftheProposed concrete curb shall begrededEpaslopeo} . 1/4 inch to one foot I1 1. R7 GRADES & STAKES: City of La Quints shall establish grades and stakes for the proposed concrete crab and gutter construction. R8 GRADE CHECKING: CitYof La Quints shall check grades upon receipt of plan and PF&iio and/or grades as established by a lirensed engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A Portion of the existing concrete curb and/or curb and gutter ( fam)shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quints Standard #207. RIO DRIVEWAYS, A.C.: Driveways shall be constructed as not to atter existing drainage pattern. Surfacing between the Property line and the existing road paving shall be 2-1/2 inches of A.C. paving placed on I _') of clams aggregate base. Driveway construction shall conform to attached drawing. R11 CULVERTS: A fnchdiameterl inches below and in line with the existing flow 1 vent instavert llation hall con oall be installirmthe to the attachedinvertidraawing.l /2 R1 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the manufacturer's specifications. (!91COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quints may conduct in this area during.the period of this permit. Work shall be coordinated with the State or City of La Quints forces to preclude delay or interference with State or City of La Quints projects. 15 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall be completely tied out so they maybe readily and correctly be replaced by a licensed civil engineer or surveyor at the exPertas of theDermittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer Priortothe removal of anv monumems. This office shall be notified upon completion of replacement of all survey monuments for PrOPer orojaa clearance. 1vt-NUMENTS: Prwrto excavation or oeomnino or construction. an survey monuments snail be ueaout pv City Oi La Quinta and suitable payment or guarantee of payment shall be made as relmbufsement for all w" invomieC. R17 PAVEMENT CUTTING: Pavement will be mechanically cut to a straight edge prior to excavation. method of pavemem cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate Prior to cutting of pavement). Excavation material shall be placed in such.a Position 118 to best facilitate the general flow of traffic. Prior to final paving operations. any damage to pavement straight edge shall be corrected. R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to Pavement straight edge shall be corrected. 19 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1.000lineal feet of opentrench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight. on weekends and holidays forthe protection of the traveling public. The Public Works inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. R2 BACKFILL MATERIAL: Backfill shall be free of brush. roots or other organic substance detrimenta _ .;s use for Purposes of producing an adequately consolidated backfill. Any material which the City of La Quints deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. R21 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of notgreaterthan three feet (31 and vibrated using vibrotamper or equiva tent equipment. Alternate methods maybe substituted, but in any case a relative compaction of 95 percent shall be attained within the structural section of the roadway, / R2P BACKFILL PLACEMENT: Baddill shall be applied in layers at not more than 50 percent of the total depth of the trench before flooding or a maximum offivs-toot(51lihawheretrenchesareofexcessivedepths.Careistobeexe►cisedthatthe backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not less than 90 percem or equivalent to the surrounding ground. whichever is the greater compaction. Where ponding or hooding is used for a maximum settlement. adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each :ager and the water supply shall be cominuous. 23 COMPACTION TESTS: If so required bythe inspector. compaction tests shall be made at intervals of not more than 1.000 feet and a minimum of one (1) test on each road 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 Section 6,3.01 of the Standard Specifications, Division of Highways State of California, dated January 1973. R24 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing One (1) copy ofeach test shall beforwarded tothe City Engineer for approvalllbe and edeforeachcto gorservice line. Companion tests shall be made as outlined in Basion 6.3.01 of the Standardlmaking permanent repairs. of California. dated January 1973. Specifications. Division Of Highways. State R25 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a maximum of 3.000 lineal feet of trench has been excavated and backfill operations completed, but in no case shall the placemem of the temporary pavement exceed a five (5) day limit. 26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been comp leted. a tem ora consisting of two inches 12'1 of SC -800 shall be placed immediately. A permanent patch ofp ry Patch surfacing placed on a 'rich class base shall be placed no laterthan inches A.C. temporary road repair. S(,Tzr C>7 -HE -4t s ^WL'r daysahereompletionof R27 PAVEMENT REPAIR: F.A.S.: UPOn completion ofbackfill and compaction. a temporary patch consisting Of two inches (2) of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3') of A.C, surfacing shall be placed on six inches (6") concrete base as directed, but not later than fifteen 0 5) days after completion of temporary paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quints Road Improvement Standards and Specifications Ordinance 11461. R28 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. R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas where such seal coats existed prior to issuanceof this permit. Seal or armor coats shall be appliedas specified in Section 37, Standard Specifications. State of California. Division of Highways, dated January 1973. Work of pavement repair to be accomplished by a licensed contractor engaged in the business of pavement repair. R3 0 STREET RESTRIPING: Where street striping isstill visible onstreets tobeexcavated.suchstripingshallbereplecedupon completion of permanent repairs. R31 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 gaveling public. It shall be the responsibility of the permatee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be removed in sections which can be handled safelywithout 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 follows ng paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs. flagmen and/or barricades shall be provided to protea the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 1 t percent or surrounding ground, whichever ii the greater compaction as determined equivalent to the rineithtests shall comply with Section 6Compaction .3.01 of the Standard Specifications, Division of Highways, State f California, dated January 1973. R32 TREE TRIMMING: a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year. All broken or weak sections within the trimming shall be removed. It. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone time. Adequate signs. flagmen, and/or barricades shall be provided to protect the traveling public at all times. c. If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided by this Permit. d. All tree trimming on EVERGREEN TREES. PALM TREES, and other ORNAMENTAL TREES shall be accomplished to the satisfaction of the City Public Works Inspeao► e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees f. Pruning shall, in all instances, be at the shoulder of the crotch to insure even. fast healing in ell cuts of two Inches (21 and above in size. Sealant shall be applied to all cut secttons as directed by the City Public Works in.-- SPECIAL CONDITIONS --PERMIT NO. 1809 ---CVWD--- In addition to the standard permit conditions, the following shall apply: 1. All work shall be performed in accordance with the latest edition of the "Standard Specifications For Public Works Construction" and the plans approved by the City of La Quinta. No fill shall be placed which will cover or obscure asphalt concrete, petroleum product spillage, or other non-native materials. 2. Permittee shall furnish the name(s) and phone number(s) of the individual(s) responsible for maintaining the project site after hours, weekends, holidays, etc. 3. Permittee shall notify the City Engineering Dept.•at 564-2246 at least 24 hours in advance of starting construction. 4. Park Ave and 50th Avenue shall be kept clean of all trackage or spillage from vehicles using this site., The roads shall be completely cleaned at the end of each work day, if necessary, and more frequently if required. 5. Operation and maintenance of equipment within one half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday •7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Equipment may not be operated or maintained on legal holidays including Sundays. 6. Permittee is responsible for repair of any pavement damage or other damage to access roads and other public facilities. 7. Should additional work or modifications be required in order to meet established City Standards or in order to fit 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. S. Any on-site haul road shall be effectively destroyed at the conclusion of the work to prevent use by unauthorized vehicles. 9. Permittee/contractor shall install stop signs to stop construction traffic prior to entering Park Ave. 10. A construction schedule along with a traffic control plan showing the element of work for each day shall be submitted to the City Engineer for approval prior to any work in the travel way. Field adjustments shall be accomplished as directed by the Engineer to fit actual field conditions. 11. Streets shall be restored to normal traffic use at the end of each work day by installing traffic plates over the trenches or using temporary A.C. 12. Permanent pavement replacement section on 50th Ave. and Park Ave. shall be 5.5" of A.C. over 7" of A.B. and 4" of A.C. over 5" of A.B. respectively. 13. When work is within 500' of a signalized intersection , the permittee shall notify Riverside County Signal Dept. at (714) 275- 6894 or Caltrans Signal Dept at (619) 688-6845 as appropriate. 14. All traffic signal detector loops shall be protected in place, any damage shall be the contractor/permittee's responsibility. Special Conditions - Permit No. 1809 Page 1 of 2 15. 48 hrs prior to starting work Underground Service Alert shall be contacted at 1(800)422-4133 and an "inquiry no." shall be provided to the public works inspector. 16. In advance of excavation, contractor/permittee shall submit to the city for acceptance a detailed plan , in accordance with labor code section 6705, showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of any trench greater than five feet in depth. If such plan varies from the shoring system standards, the plan 'shall be prepared by a registered civil engineer. As part of the plan, a note shall be included stating that the registered civil or structural engineer certifies that the plan complies with the Cal OSHA Construction Safety Orders or that the plan is not less effective than the Cal OSHA Construction Safety Orders. 17. If the work is to be performed by forces other than that of the utility company the contracting company shall be required to apply for additional encroachment permit and pay the appropriate fee. Special Conditions - Permit No. 1809 Page 2 of 2 PARCEL "H" OF PARCEL MAP NO. 20469 AS SHOWN ON MAP FILE IN BOOK 140 OF PARCEL MAPS AT PAGES 95 THROUGH %100, INCLUSIVE, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. CITY OF LA QUINTA OYS AND GIR S WATER IMPROVEMENT PLANS- PORs OF SW 1/4 OF SEC.32, T.5S.,RIE.,S.B.M. I — — PROPOSED 12' WATER MAIN PROPOSED 6" DiP. WATER MAN 79L SHEET 2 BOYS & GIRLS �Ptaa CLUB 50 EX/STlIIG I -T aP SEECVWDDW .W 16W INDEX MAP N.T.S. WATER ESTIMATE OF QUANTITIES 0 DESCRIPTION ENGINEER'S NOTE UNIT 1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTI LIT'Y PIPES OR R LS 2 STRUCTURES SHOWN ON THESE PLANS IMERE OBTAINED BY A 39AMH OF 2 Underround Service Alert 9 3 AVAILABLE RECORDS. THESE LOCATIONS ARE- APPRMMATE. IT SHALL BE 1 EA. O THE CONTRACTORS RESPONSIBILITY TO VERIFY THE .LOCATION OF ALL 695 LF . 5 UTILITIES OR STRUCTURES ABOVE OR FLOW AROUND SHOWN OR NOT SHOWN ON TWAT SANS. THE ENGINEW IS TO BE NOThED OF ANY 01 S- 1 C Call: TOLL FREE 6 CREPANCIn, SO THAT ANY NECESSARY ARAWSTMENT CAN BE MADE IN THE 1 EA. 7 ALIGNMENT ANO/OR GRACE OF THE PROPOSED IMPROVEMENT& THE CON- 2 EA. 8 TRAVTOR iS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT 2 QMM -vw 9 LINES AND ANY OTHER UNES NOT Of ANY SNOT 2 EA. 10 AND/OR SHOWN ON THITY E N EPLANS. THE CONTRACTOR WILL BE HELD 1 422-4133 11 REiPONI PERATIBN.AGE TO ANV UTItITIM OW S U' ;7URE'S 2 EA. 12 CAU{ EOSiIB Kf 1 EA. INSTALL 6" DETECTOR CHECK VAULT ' TWO WORKING DAYS BEFORE YOU DIG 14 INSTALL 6" DUCTILE IRON PIPE J f LF 1 <� LEGAL DESCR�TION - - PARCEL "H" OF PARCEL MAP NO. 20469 AS SHOWN ON MAP FILE IN BOOK 140 OF PARCEL MAPS AT PAGES 95 THROUGH %100, INCLUSIVE, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. CITY OF LA QUINTA OYS AND GIR S WATER IMPROVEMENT PLANS- PORs OF SW 1/4 OF SEC.32, T.5S.,RIE.,S.B.M. I — — PROPOSED 12' WATER MAIN PROPOSED 6" DiP. WATER MAN 79L SHEET 2 BOYS & GIRLS �Ptaa CLUB 50 EX/STlIIG I -T aP SEECVWDDW .W 16W INDEX MAP N.T.S. WATER ESTIMATE OF QUANTITIES 0 DESCRIPTION OT'Y UNIT 1 INSTALL 6" FIRE DETECTION STATION 1 LS 2 INSTALL DRY BARREL FIRE- HYDRANT ASSEMBLY 2 EA. 3 INSTALL 2" SERVICE (METER & B/FLOW TO BE INST. BY DIST. FORCES) 1 EA. O INSTALL 12" DUCTILE IRON PPE AND FITTINGS 695 LF . 5 CONNECT 12"DIP. TO EXIST. 18" D.I.P. 1 EA. 6 INSTALL 18-k12" TEE 1 EA. 7 INSTALL 18" BUTTERFLY VALVE 2 EA. 8 INSTALL 6" GATE VALVES 2 EA. 9 INSTALL 12"x6" TEE 2 EA. 10 INSTALL 8 -GATE, VALVE 1 En. 11 INSTALL 12" GATE VALVE 2 EA. 12 INSTALL 12"x8" TEE 1 EA. INSTALL 6" DETECTOR CHECK VAULT 1 EA. 14 INSTALL 6" DUCTILE IRON PIPE 173 LF 1 I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT i 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 F American Water Works Associations shall apply to all materials and construction methods. 2. 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 distributJor pipelines and appurtenances shall be 36 inches. Streets shall be brought to subgrade, 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 pavement. 10. These plans may be subject to review and/or revision, by CVWD, if construction has not begun within 12 months from Date of Appreval as shown in CVWD Drawing Approval Blocks. M 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 CVWD 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 1 hour of inspection time for each day of occurrence. 13. Contractor shall call underground Service Alert at 1 -800 -42? -4133 at least two working days prior to start of construction. 14. Curb and gutter shall be in, place before any domestic water pipelines are constructed. "I certifY that the de c des of the Water, System -r-rt--T'rsct—Mo-r is in accordance with the Water System expansion plans of the Coachella Valley Water District, and that the water service, storage and distribution system will be adequate to q provide water service to such tra_ct._ This _ _ f iea�tior� daeslrnsgmute �m~�uar-srtte�ia"t T w� l supply water to such w tract at any specific quantities, flaws or pressures for fire protection or any other purse MI Dated: a - Coachella Valley Water( istrict No. X8464 10 NOTE: ALL PIPELINE, FITTINGS & VALVES SHALL BE INSTALLED W/ POLYETHYLENE ENCASEMENT. C. V. W. D. DRAWING APPROVAL GATE Checked: 4 DEC 1992 PROJECT ENBINEEf' 048. NO. Recommended• DEPUTY EF NGINEER R.C.E. N0. 0 54 19332 Approved. GENERAL MANAGER -CHIEF ENGINEER R.C.E. No. C""', REVISIONS: DATE APPR. JOHA R. SHAW FRCE NO. 44185 1 4 EXPIRES 6-30-93 SEAL SEAL PREPAR UNDER T DIRECTION OF: DATE J00 R. SHAW 44'185 R.C.E. NO. EXP. DATE 6-30-93 _ r. #A + Evim APPROVED BY CITY OF LA QUINTA: T'HE 41-865 WWW" &#TE 101 . ,,,......... PALMDESf:RT, CA 92260 ' KEI 'T'H CITY OF LA OUINTA SHEET NO. ` r WATER IMPROVEMENT PLANS AnIWI —, • rtl �.. run• (619) 346-9844 • � ., � w• FOR �, 1n bin dun• M COMPANIES ANIES 1 FAX (619) 3469368 � `���°�������� P ARK AVENUE • "�"' �" COACHELI A UALLEY OF-2SHTS. , TI ,Y,� a� SCALE TLE SHEET FILE NO. rr r DATE AS SHOWN BENCHMARK Po 102->0 eEv. 43712 or►t MAY s� tsaxi tcxAIo* eaAss cAP N cow POR. OF SW 1/4 OF SEC.32, T.5S.,R.7E.,SB.M. FRANK REYNOLDS - CITY ENGINEER Wk 3>s -o Fr. W. OF MSHINGroN ST. ON soTM wE, 46.0 Fr. K 11,04M CUM so Fr. s of PPJITMW. #E R.C.E. No. _ 32740 EXP. DATE 6-30-94 DATE FEB. 19.42 FLUSH WITH LAW FOR W O 409-001 • BOYS AND GIRLS CLUB 4 9332 8+00 9+00 10+00 5TA. /00000 STA, 25,`53, �5-/7.51o'GT. 26+00 27+00 28+00 - _ = Contractor to install 1-12"X 6', tee, - STA. 237 32. /3- /B.loGo G7.d= 3�48'22,r STA. ZS><97./ -/B. T J9 STA, 2lofB/,72-/7,2/ LT, 1.6° G.V. 45 ft, of,D-I, pipe and 1 detector check vault. District"ZZ%2'BEND T. • - T7l`Z/� G2�, 47 E 5 8''a 5TA. 2/� 25. 22 /- 6"4Y�1L✓E forces to install 1-611 detector check �- 1070.00' 015 T. FDPCES TO REMOVE EX/ST. /-/2"x22%2 BEND GTE � at developers expense after new G' `4.5/ -- - /2 x _�O° _BEND -� lV© /AIETAL�G--/-!7•' _ -� — — — — _ Pipeline been pressure - = 22.20 has TEE% I -,6"&-V- 41 /-/2" \ r chlorinated and progressed for 8 G•� AT � SrA. ZSf59-/75GT �G DEVELOPER'S EXPENSE \ = Nag 33 /3 0 service. �� v CO/VTiPAGTOR TO GOlVNECT`�-225, -15 7A, - 5t48.Co 7, SGT. /V 34°33' .4=150.003 /- MEiEP N3�° UNDER DIRECT D/ST. ° /3w 2D /-2'�SEQV/GE G INSPECT/ON . / / 5� 03 /3 "W G 9/ G= /7.42 -� ? /—Z ,� ROE✓/ -�R 'epPOs /6.75 _ T 88.72 Q G V \ R ^ o"e0� SEO /? "' pvCf/G� IRANNVE ' j' �D 1 U P P �� 5EE 0/5T. 9W6. /093 p• 1 �: _ AVE -P� P �� v� 4P 6y P _ / .cG \ Ih7. 12 J�� � � ` � � � � � _ _ _ -o� cv,�g �,,Gv � -t' ,o � � � \� .`p PQ• Qv PARK sio�`tq� -P h� OQ�O�v? 0 v Q' 46; 0 IC7 q# 4 # / NOTE: DEVELOPER TO MAINTAIN LL / INSTALLATION AREA AND � ' < � I w W INSTALL FINAL PAVING. V PV / D D Z w a Co01 R Pgt� i Y ������ 000 / LLI I ' GRUB FD la 900P. ' oa w�> 4140Q��VpF G�(p� \ P g5� P� p \��PP•I P� cues a -G o v`^i a ' S 7En 2yi'`Z�Z�EK v h���1�' J QP¢PSG O 2 1 N ° , T= 3�' ° ' NN�c�lO p1N� ` / tj �J ��ati�F��� �G Q ` NTo g CLV� 7� �� J� �k�0D�. ���, ��� �, o goo Oc 5%E s Yr Q k r p �• `� •13?E �B/ 4447 ss & \2.\�� ¢�Gv �� CureB [/,UE �' S�0H SOV ox1�i���P. Quo , � �� Q��1� o �0� 0� \ 0 ►� Q � OPO °'c°.¢i AVE 50 t STA. 31+46 TO 31+66 27LT. DISTRICT FORCES TO RAISE '20 Lf. OF EXSIT. 18" DIP., PROPOSED /2" • WATER PIPELINE AT DEVELOPER'S EXPENSE CONTRACTOR TO NOTIFY NATER L /NE AT RIGHT ENGINEER OF ANY DISCREPANCIES SHOWN ON THESE PLANS SEE .P- G70' SEWER DRG. NO. 19336 A, D CROSSING DETAIL AWIiE MIDDLE. r= /o•B2' IP C. V. W ��. D DRAWING APPROVAL �• DATE _-._ je S / -A9 s Checked: `�`^-� 4 DEC 1992 J 5EE 2/GHT `�� PROJECT EN` EER STA. B� 27.49 Recw eentletl _ ••,� DEPUTY CHI INEER .C. E. Nd. CO2$1 19333 � Underground Service Alert ° � F- / — & "X ° Approved: B 1✓ o 1E"may 90 �• GENERAL MANAGER -CHIEF ENGINEER R.C.E. No. CO23078 ri REYI9IDNS: DATE APPR. Call: TOLL FREE 422-4133 TWO WORKING DAYS BEFORE YOU DIG 5cQ/_E: /"_¢' PROR05E0 & "DUCT/LE /•PON P/fes RECOMMENDED FOR SEAL SEAL APPROVAL The private engineer signing these plans is responsible for assuring the accuracy DATE and acceptability of the design hereon. In the event of discrepancies arising after DATE BY MARK APPR. DATE CHECKED BY Y spproval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE X� the DESIGNED BY DRAWN BY CHECKED BY PREPARED UNDDJER THE DIRECTION OF: �;4 'U_/ ` DATE JOkk R. SHAW R'.C,E. NO. 44185 EXP. DATE 6-30-93 APPROVED BY CITY OF LA QUINTA DATE SCALE 1"- 40' FRANK REYNOLDS C_ ITY ENGINEER R.C.E. NO. 32740 EXP. DATE 6-30-94 DATE MAY, 1992 THE 41-865 BOARDWALK SU/TE 101 KEITB PALM I)E.SERT, CA 92260 (6/9).340--9844• ,.u,,,,�.,y, COMPANIES" hr`r,r'rry EAx ( G t 9) 346-93 0- . 1 ,,—,,r,.,. .NrrrrreX.•rrr.•rrl COACHELLA VALLEY BENCHMARK CITY OF LA QUINTA` SHEET NO. WATER IMPROVEMENT PLANS FOR 2 PARK AVENUE OF 2 SHTS. FILE NO. POR. OF SW 1/4 OF SEC. 32, T.5S.,R.7E.,S.B.M. FOR BOYS & GIRLS CLUB W.O. r 409-001 19333