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3608_T1 �r 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 1%18%02 Subdivision Improvement Permit — Class I II DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION JEFFERSON STREET BETWEEN VISTA GRANDE AND WESTWARD HO DRIVE AND FROM MILES AVENUE 1400 FEET TO THE NORTH (Street address or Description of Location) PURPOSE OF CONSTRUCTION PATRWY FVTPTTNA IITTT,TTTRR I%!SllI2 Sketch (attach construction plans if appropriate) Fng.QTRT.R f1A`9=.TirT UTTR InMII2P IITTT.TT1rIt!5 DESCRIPTION OF CONSTRUCTION SEE ATTACHED SPECIAL CONDITIONS 14 Tlk.lrii UA'll'RR VATM TVQ9rA1r.T.ATTAV DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION Al L>A1n'> ESTIMATED CONSTRUCTION COST $ 6 f ,�.�;��,.�* (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 reresult of this work. Signature of Applicant or Agent COACHELLA VALLEY WATER DISTRICT PO SOX 1058 C%CH89SA261192236 760 398 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 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by $ 0.00 0.00 $ 0.00 Date 3608 PERMIT VALIDATION PERMIT NO. 3609 DATE APPROVED * r EXPIRATION DATE / 1V I Ate— DATE ISSUED !��1 1/27 Telephone: (760) 777- nistrative Authority Y SPECIAL CONDITIONS --PERMIT NO. 3608 --- COACHELLA VALLEY WATER DISTRICT --- In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 5. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the.Riverside Country Traffic Signal Maintenance Department at (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 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other. City streets or facilities as a result of work performed under this permit. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area, Traffic Control Handbook (WATCH Manual). A traffic control plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No. 3608 Pagel of4 SPECIAL CONDITIONS --PERMIT NO. 3608 --- COACBELLA VALLEY WATER DISTRICT --- 8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), street closures shall not be permitted. A minimum of one travel lane of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. , Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the' City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions - Permit No. 3608 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3608 --- COACHELLA VALLEY WATER DISTRICT --- F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. G. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. H. 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. 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. 12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City. Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. . 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement. replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions - Permit No. 3608 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3608 --- COACHELLA VALLEY WATER DISTRICT --- C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay -.The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench sawcut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold - milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: two (2) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: two (2) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two feet outside.the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw - cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 17. Pursuant to Chapter 12.56 of the La Quints Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 18. This permit work is to pothole existing utilities for possible conflict with future 24" DIP water main installation. There will be approximately 15 potholes to be performed. This work is located in Jefferson Street between Vista Grande and Westward Ho, then continue approximately 100' north of Miles Avenue. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Pertnit No. 3608 Page 4 of 4 I NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA OUINTA c� APPLICATION FOR. PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) C`BF 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 '7 Subdivision Improvement Permit - ClassIII DATE: /� Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION _ S�RFEE(W SS"—_5T -$ _71Q0 I V b5rA- GlAt4pfiF AIV,O WOrwoll" Oo hQ�oi=_A*NJ0• w- ck'na p.� 1400 WLT ru -ta+�-me&ro, (Strap address or Description of Location) — PURPOSE OF CONSTRUCTION �dr.Ed� E�cIST11JG Sketch (attach construction plans if appropriate) t1TiL�vi r_S Pisa- Q0SS,;0IE �r►�FIYx IJi•-rN t'vr7 DESCRIPTIQN OF CONSTRUCTIONrf �•p w- ,�s„�4c cW, —Ste£ �,T �, — CD ►� �l, , a.. S DIMENSION OF INSTALLATION OR REMOVAL 'Br"-2111J1130 fibTHvlF_ - 11fs.�•ns.�r--TuDt- SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN ¢.I •Z APPROXIMATE TIME OF COMPLETION 2A, 280'2. ESTIMATED CONSTRUCTION COSTS :!Al2 D `� (Including removal of all obstruction, materials, and debris, backtilling, com- paction and placing permanent resurfacing and/or replacing improvements) _ In consideration of the granting of this permit, the applicant hereby agrees to: Indemnity. -defend and save the City, its auda rorized agems, officers, representsti and employees,mrom harlan fand against scary and all penalties, liabilities or Ion retultsng from claims or court action xM arising out of any accident, loss or damage to parsons or property hppening,or occurring as a pno vrrr to result of arty work undertaken under the pamrh omnted pursuanit to this applltation. Nottfy the Administrative Authority in kwn twenty-four 424) hours in advance of the tbrta when work will be sorted- ' Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the Chy of Le Quints and to pay for any additional replacwnem necamry as the result of this work. �� e Signature of icant or Agent .V : 1� • {� O . �e>< (OVA -7 - Z6S� 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 E Permit Fee 0 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Date PERMIT VALIDATION PERMIT NO. 3& V DATE APPROVED Z EXPIRATION DATE 7 Z DATE UED By ministratiye Authority The following General and Special Provisions are attached to and made a part of Permit No. GENERAL PROVISIONS The following shall always apply:, ENROACMVIEENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints, right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors.to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACKLAYING CONSTRUCTION EQU&MENT- Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with 'smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street sboes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing pavement is scarred, epalled, or broken during the term of this contract, or if the pavement is marred, City of La Quints, shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (27 of A.C. surfacing plus appropriate seal cost as specified above. PROTECTION OF TRAFFIC- All excavations and work areas aball be properly lighted and barricaded as deemed necessary by the City Engineer or La Quinta City Public Works inspectors. Suitable detours and demur signs shall be placed and maintained for the duration of the project. The City shall be notified.24 hours in advance of any traffic demure or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it. becomes necessary to remove or cut existing drainage structures, City of La Quints shall be notified prior to commencement of this work. Drainage structures and open drains &hall be kept free of debris at all times for proper drainage. - RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches iball be replaced to their original standard or better. All excess material aball 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 are forcing water on City of La Quints, roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide, off-street barricades when necessary. CLOSING FIREi:'TS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he 'must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL. PROVISIONS The following shall apply when indicated: NOTIFICATION: Permittee shall notify the City at (619)Tn 7075 at least 49 hours in advance of starting construction. ITI'IIJTY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints, right of way authorized by permit, the permittee sball contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. lTIILM CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee 1311811 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 R with inches of A.C. paving placed on inches of class aggregate subbase course having an 'R' value of not less than and in conformance with City of La Quints, Road Improvement Standards and g Specifications, Ordinance #461. R'S PARKWAY GRADING: Area between the property line and top of the proposed concrete curb sbaU be graded to a slope of 1/4 inch to one foot (I). J R6 GRADE CHECKING: City of La Quints sball check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quint& Standard N207. Rg 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 2 1/2 inches of A.C. paving placed on (_, of claws aggregate base. Driveway construction shall conform to attached drawing. K71 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RTO SOIL STERILIZER: The area to be surfaced &ball be treated with soil sterilizer. 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BENCHMARK: PD-2-� a.Ev.� }$.124 BASIS OF BEARINGS. i�'� PLANNING 19 DESIGN ® CONSTRUCTION IN THE CITIES OF INDIO AND LA QUINTA, CALIFDRNIA S H E E T .. �Q ESS/p\ �� WATER - -- -- --- I LOCATION: 1 1 /4 I . P . WITH RIVERSIDE COUNTY /p f4 . �1�, ew% ' +�"' �►�ti/ ; v1/y TAG DOWN 8" I N MONUMENT WELL AT THE THE BEARINGS SHOWN HERCON ARE BASED �� I�,c _ cc UPON THE CENTERLINE OF MILES AVENUE `� y �l 11 JEf f�ERSON STREET' 1 NTERSECT I ON OF MILES AVENUE AND •� o �' __ 74-410 HIGHWAY 111 DL TOLL, BEING N 89'35'3r7 E AS SHOWN ON TRACT � 2 T - ��STRiG� JEFFERSON ST. N0. 23913, M.B. 226/72 76, SAID W No. 35727 PALM DESERT, CALIFORNIA 92260-4114 WATER MAIN of 6-SHEETS ,1-8QO�-22%-Z6OO CENTERLINE ALSO BEING SOUTHERLY Ezp. 6-30-2003 CONSULTING 7C,o.346.7481 ■ FAX 760.346.8315 • www.RBF.com DWG. NAME SECTION LINE OF THE NORTHWEST 1/4 * * DRAWN SCALE J. JM 1 = 40' STA 242+00 TO STA 250+26.31 172WTR06 . 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" , DIAL TOLL INTERSECT ION OF MILES AVENUE AND BEING N 89' 35' 3D" E AS SHOWN ON TRACT o ', x 74-410 HIC�f IWAY 111 JEFFERSON STREET JEFFERSON ST. �JO. 23913, M.B. 226/72-7s, SAID (� No. 35727 `" © ® PALM DESERT, CALIFORNIA 92260-4114 °'STR'�� WATER MAIN of 6 SHEETS 1-800-227-2600 CENTERLINE ALSO BEING SOUTHERLY � Ezp. 6-30-2003 CONSULTING 760.346.7481 . FAX 760.346.8315 ■ www.RBF,com DWG. NAME ` . ` * * - DRAWN SCALE ' AT IF.AST T�"rf'0 DAYS SECTION LINE OF THE NORTHWEST 1 /4 J f IV l� �,Q JM 1 "= 40' STA 222+00 TO STA 232+00 172WTR04 . DWG BEFORE YOU DID of SECTION 20, T. 5 S. , R.7 E. , S.B•.M 9ff of CAS �� DESIGNED JM JOB NUMBER _ FILE NO. �F DATE BY DESCRIPTION APP'D DATE DATE: CHECKED DATE FOR:' UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA I JOSEPH N. CICCHINI R.C.E. 35727 EXP. 06-30-2003 R E V I S I 0 N S ANC 05-24-01 COACHELLA VALLEY WATER DISTRICT \ .._._ I ;. II + i 1 I i j I I i I I I f I I 1' : I I i I I i ! i j i 1; 1 I 1 1 1 I 1 1 j i i I 1 1 ! - _ _- -- ! _. 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Ii _� 18+66.30 X '�NG -,1 , ' -----�r"r`-`-^--.-�--'mil ,fI // r J1- t__._..-__ r' � _ _ _ I �1 11 i 1 I -I I • / � - r ' II r I - _-__ -: --_1 `) / 1 ' 'j cS `'-� �`' I ' __=-=_..� ( rJ i EX . 8P' P . WATER MAIN I 1 I + I 8 ; WATE�2 1 _,I� --- _ - - - -1-� � -- -- -- 1 - I �; ,, I � � �_ �- ---- I I I {-�--�-� �i 1 I � I j 1 ��� N I -- _ ,: - I" k" ___-�_ _i �- 'mil 'f� VV b DWG.. -9327_ - �� =1 ,/ ! _ - . / I _. PROPOSED 24 D.I.Pt WATER MAIN _ _ -- PROPOSED.�:�.I:P WAS' AIN _____� _ -- 1 _ _f - ^` W/POLYETHYL""ENE ENOASE�MENT -_ - _-- "1 y - \ W/POLYETHYLENE I NCAfSEMENT ;._____.__- \ l r I\ l I �\ , / \� % _-----1--- -- -- I II I 1 I i 1 j-__-r'� _ `� I-- - i I- 3 1;\' \ \, \ / \ i� i i ` 1 1 % i I 1 i i / _ " _J /, I 1 _r - I - p " --- _ I / j -j• cr �- w I- Q r 7 N - . BENCHMARK: PD-2-1 a_Ev. - 48.124 BASIS OF BEARINGS: o li � T LOCATION: 1 1/4" I.P. WITH RIVERSIDE COUNTY THE BEARINGS SHOWN HEREON ARE BASED O © /�!'�/ v\/1 TAG D01VN 8" IN MONUMENT WELL AT THE INTERSECTION OF MILES AVENUE AND UPON THE CENTERLINE OF MILES AVENUE AS -' DIAL TOLL BEING N 89'35'30" E SHOWN ON TRACT ` - JEFFERSON ST. N0. 23913, M.B. 226/72-76, SAID I _. b 1'- g0�i-22�%-2600 CENTERLINE ALSO BEING SOUTHERLY `t SECTION LINE Of- THE NORTHWEST 1/4 IL ; AT CFJ1£�T TiF,i''O DAYS OF SECTION 20 , T . 5 S . R , 7 E . S . B . M . l BEFORE YOU Dt(3 , , UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Q O ESsje� /�D �,t3-cf 9l� h Qp Z W ) No. 35727 Exp.6-30-2003 *% st CIV1�- I- 9fF �F C Al \!k PLANNING ® DESIGN [3 CONSTRUCTION sr 1' 1, - ; ��'I" ® ® ® 74-410 HIC�4 iWAY fl1 PALM DESERT, CALIFORNIA 92260-4114 G O N S U LTI N E3 700.346.7481 • FAX 760.346.9315 . wwwRl3F.com DATE: JOSEPH N. CICCHiNI R.C.E. 35727 EXP. 06-3D-2003 1 C.V_W.i). DRAWING APPROVAL ,t. ' Checked: _ ____ DATE _ ( PRDJFCT ENGINEER 'IRecommended: 1 DIRECTOR OE ENGINEERING R.C.E. 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EX % 12i,� WA _R� - �`i i 1 N -r _ - - — WA 1 rn t I I h.�i ar "� w ! _ _ A v , . Eft E EX 1`� TER v 21 N - • ( i) 24 45 BEND i t , EX G OF PV i y M T' „ 7 , v , - -_ f UI', I.VRB i i I , , 'n -1' tE TV r - _ \(, _ i / Yr 210+22,. (-- 1 i R` .w R/w r r� / / I •, 1 24 - ' 45 I , - R - , 4 O ; 8� _ : -- I ( � a i F. _�_ r i� `::`'�- - \ v , s+�i \ i ,� ! - - - ,2�+_86_19 X-I NG �1 I i \' i ti 2 - CAS 0 OO / EX . SEWER Z i �. / `; r '� '• � r / � ` 21/0+8 - 1 1 \ x RSrt* (1),`24 'BF` VALVE I' 211�92.34 X-ING I� 1 _( I \ r .. ! .�J' \ \ \ \\` `\\\`\\ \', t ,` c;; '1 '\ i '\ I I !I I t 210+67. 19. x--ING• EX. WATER i. 6 i '� C , \ ', '\ , \ \ , � \ EX. 6 WATER �- _ \ 1 , `� \ ,', \ \ 208+62.22 0 -� CVWD, DWG. 9326,' I 'IL 1 �''` , l PROPOSED . . A N,\'` \ \\ \\ ` , I,t 1. 1i \ ✓� (1 )'' 24w 45' B t \\�' / 1; �\ it, 1 it 2 Di ` r I r \ \ � � ,, ,L , ., r, \ ', ; �'`• \ \ \` � j •` \ `� , 1\ _ --- .f.. ` 1 \ , \ \ \ \ 1 / \ 1 ,1 \ `\\\` \ ` .' 1 1 ,,L\ °POLYET�i L. \ t o �- 3 1 \\ J t .._. I , Y ENE"ENCv4 MNt\ \ ,,\\ >� _ + 207 20a 1 \ - / \ 1 1. ' '___ �_ Ii, J ! � � •, �1 I: :1\ / , J\, , ' ', \ \ . _-_ .� 'i i ,I I ' i � \ \..\ +,, \\ t- AND, RESTRAINED J4iN'T� \ ! % I' -� --.._i-' ri ,_, , . 1� 1 \. "�\ \ 1 '1 cam-%''-t lr. :� �\ \ i \ \ •\ '•. \ \ \\ \ `\ \} i i+ , -+ , .� \ 1 '1\ �\ 1 `,\\\\ r,\ I•'\ . I � \ ' I' - ( -' --- �\ V � t \ \ i - - - - i 1--_• --- ', `\ � \ , � �.� _r• It - - \ moo.kTY'�'R` W \ \,( `24 45 flEND r/` „ , PROPbS_Eb 24 D:I.P -WATER: MAIN '1 % l" It �~ J, % ,\\ `� \ \ \\ l - ; �'LA �� I \_., \� \ ,, ; 1, OLYETHYL'ENE ENCASEI'VIENT... `t ( 1 `� \ ` i, \ \f \ \ \ \ \ \ \ ' I AND.,JOINTS, / /.. - 4 \ , \ \ 1 \ \ \ , t RESTRAINED \ I i I � ill � \ `"_'1 n ./ t'1 ','`, r ?-'r ' `\ .\`. \.%- `� \ `\\ /�� � ' � \•'''`a•"\ ` ,\\\\ ,\\ � ; \ , \ t \ '., ',\ 't ,,t ,:I ...T ''1, \.\ , ; '�f \ ',\ ,\ \•� � •.�\•�,1 j 1' •'\ .,1 \ .\ \ s ..� , ,\ \ \ \ \ � t , DIGARMIMAN-wRT DU1L TOLL FREE 1-500-2 7-2600 AT LF/'I,BT TVifO DAYS BEFORE YOU DIG BENCHMARK: PD-2-1 ELEv.a 48.124 LOCATION: 1 1/4" I.P. WITH RIVERSIDE COUNTY TAG DOWN 8" IN MONUMENT WELL AT THE INTERSECTION OF MILES AVENUE AND JEFFERSON ST. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF MILES AVENUE BEING N 89'35'30" E AS SHOWN ON TRACT NO. 23913, M.B. 226/72-76, SAID CENTERLINE ALSO BEING SOUTHERLY SECTION LINE OF THE NORTHWEST 1/4 OF SECTION 20, T. 5 S., R.7 E., S.B.M �'ROf ESS%pA Cl� �l - W ' No. 35727 Exp. 5-30-2003 CONSULTING PLANNING N DESIGN C CONSTRUCTION I \ I WATER 74-410 HIGHWAY 111 - O/S� PALM DESERT, CALIFORNIA 92260-4114 760146.7481 ■ FAX 760.346.8315 ■ www.RBF.com _ DRAWN SCALE JM 1'1- 40' DATE BY DESCRIPTION APP'D DATE DESIGNED JOB NUMBER DATE: JM 20100172 _ R.C.E. 35727 EXP. 06-30-2003 R E V I S 1 0 N S CHECKED DATE JNC 05-24-01 - - WATER DATA CL-150 DELTA BRG RADIUS LENGTH REMARK 1 N00 04 36 W -- 46.10 24w DIP 2 N 4 4 0 55 24 E -- 159.811 24w DIP 3 N00 04 36 W -- 267.41 24 DIP 4 N45 06 13 W -- 159.79 24 DIP 5 N00 06 13 W -- 1208.29 24 DIP,, SCALE_. 1 =40 40 0 40 GRAPHIC SCALE f,it': f:r'-E•1"'1 1 Z W ttj w V w CwjIwJ 80 120 C.V.W.D. DRAWING APPROVAL Checked: UA iE PROJECT ENG;NEE.R - Recommended: DIRECTOR OF ENGINLFRING R.C.E. No. CO29572 Approved: _ GENERAL MANAGER -CHIEF ENGINEER R.C.E. No. CO23078 DWG. No. RLI, SIDNS: DATE APPR IN THE CITIES OF INDIO AND LA QUINTA, CALIFORNIA JEFFERSON STREET WATER MAIN STA 203+88.90 TO STA 212+00 S H E E T OF 6 SHEETS DWG. NAME E UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA JOSEPH N. CICCHINI FILE NO. FOR: COACHELLA VALLEY WATER DISTRICT