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3977-- ----- ------ _ NOTE:. With proper validation -this form constitutes -an ' encroachment. permit 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 X DATE:- Awtust 26. 2003 Minor Improvement Permit Class IV LocATION'OF CONSTRUCTION- Tract 30.521r10 Miles -Avenue' eaot of 'Washington Street (Street addressor Description of Location) PURPOSE OF -CONSTRUCTION Install new taitet main Sketch (attach construction plans if appropriate) DESCRIPTION OF�CONST•RUCTION Install new water malt *See' Attached Special Coaditi©tts* DIMENSION..OFINSTALLATI.ON,OR REMOVAL43b .hF 'of' 18" DIP. SIZE.OF EXCAVATION,1F NEEDED 430" R 5' x' 5' ' i APPROXIMATE TIME WHEN WORK.WILL BEGIN'Sointibi6r '2, 2003 APPROXIMATE TIME OF..C.OMPLETION 1e0temberA0.. 2003 �d ESTIMATED CONSTRUCTION' COST $• ' 41,,D00..00 Au� 9 2003 (Including removal of all ,Obstruction,,, materials, and'debris, backfill ing, com CMY OF paction and placing *permanent'. resurfacing and/or: replacing improvements) L�O.®lUTA9YA In consideration- of the. granting of thi's peimit,.the.applicant hereby agrees'to: Indemnify;.defend,and save the City; its authorized agents, officers; representatives and erimployees,.harnless from and against any and'all penalties, liabilities-orloss .resulting from, claims or court action and, arising *out -of any accident, lossor 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.ap� able rules and regulations of the City of La Quinta'and to pay for any additional replacement necessary as the result of`ihi work. Signature of Applicant or Agent Cornarstone Developers 5005 Cmlle Sass Raphliel, Ste. Bl :PAI.m 5prin*s *92264 (760;..325-4289 Name of Applicant (please print): Business Address Telephone No. V, & `Constructiotu (Steve Vatter) 80•-975 Indio Blvd-., G4. Indio 92241 . ` (760) .347-3935 Name of Contractorand Job Foreman Business Address 'Telephone No, 7t1113 '.1956 . . Contractor's License No.; City Business.License No. yy. Hoar+-i Irl= , ' (�an�( ► i t Applicant's -Insurance Company. FEES: • Subdivision- Improvement.Permit Class .III Public improvements: 3aa of:estimated construction costs Private improvements: 3% of estimated construction costs Minor, Improvement Permit-'Class•IV: See attached schedule ',Inspection Fee $ Ii,230.6Q " ` Permit Fee; ' 100.001, Penalty., . Cash Deposit -Surety Bond` if required' TOTAL: $ 1,3304,00'. Receipt No. . .Received by Date Recorded. by Policy Number E 39 1 PERMIT VALIDATION PERMIT NO. 3977 DATE APPROVED AustuD. .26, 2003 • EXPIRATION, DATE' DATE.ISSUED August.' 31, 2004 By�-.`�. Administrative Authority Telephone: (760) 777=7075 uti 4/2003 09:22 F,Sx 160 H 7 7155 LA QU1NTA PUB. wK . [0llQI/00j NOTE i \� With proper velltiat on thll form eonatltutot an CITY OF L'A OUINTA pnaseadtmant perfl'•It APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT), For the canitructlan of pwblio or private aurba, driveways, pavements, sidewalks, parking Iota, towers, Water main; and other ilktl public worke Improyamonts In oonnaatlon with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS SubdlYlslon Improvement Permit — Gass III DATE: 8/21/2003 Minor Improvement Permit 0,163s IV �a LOCATION OF CCNSTRUCTION Miles Avenue east of Washincrton Street ISbwt pddrpea 90 DANA0114a Of Loaatlohl PURPOSE OF CONSTRUCTION Install new water main Sketch )attach construction plena If appropristel DESCRIPTION OF CONSTRUCTION z� Instail new water main; S/A DIMENSION OF INSTALLATION OR REMOVAL 430 if of 1 R" DTP 1�ECEIVE® SILL' OF EXCAVATION, IF NEEDED LX X d �/ �. APPROXIMATE TIME WHEN WORT( WI Lt BEQIN AUG 2 2 20 APPROXIMATE TIME OF COMPLETION ESTIMATED CON:TRUCTION COSTS r (Inciudlnp removal of all obstruction, materials, and debris, baWlIling, cam• pactlan and Placinll parminant resurfacing and/or replac)ng Improveme t In consideration of the orantino of this permit, the epplicent h rap to Indpmrilty, d0imt aid save the City, Its tutnoritad salon n, u11 loveaa, hern11/u from and agalaat pity *Rd all ptnddey 118041161 or loaf rar61111no from oaalme or an ng ny e9009nt, 1011 or damaga to Portom or aroparw ha0paning at eseurriq as a prexlrnate nuult of or ken ndor permit eiranmd pursuant w this Ippsloatlon, Notlfy Me AdInUnbtnthm Authority at la n f r : oo ywwe of the time when work will De 111rtad. Co+nply wren all 10011tabla Clty Ordlnan Ih a dltlano of the pannit and all e0pllnable rela Ind reAUlitlona of the City of La Quanta and to pay for any addlttonal rp a at ry at the result of thll work. Slonaturo of Appllment or Agent Lelcpets 5005 Celle Sin }del, Ste.Hl Palm .�rit,g�, CA 92264 (760) 325-4289 Name of Applloant i.pleasa print) Buslness Address Telephone No. V8M � / Steve Vatber 80-975 Irdlio Bid.. C4 D-dio, CA 92201 (760) 347-3933 Nara of Contractor end Job Foreman Butfnau Address Telephone No, 711113 1956 Contraotur's Licenat N0. City Bualnees Lloenae No, Lexington Insurance Company 1141839 AppllGpnt's Inturance Company Policy Number PEES" aubdlvitlam Improvement Permit— Class I I I Public In+prowmantm 3% of eltlmeted construction cvlta Prlvtlte IInP►OVQMentd; 394 Of sinlrwtad conttruatlon costa Mlnor IMPI'Mment Permit — Cleat IV; $to attsohed tahedule Inepectlen Poo S .00 Permit Fee 100 • O Penalty Cash Depaalt•8urety Bond If rapulrad TOTAL: 3 r1 33D.LA-/ Receipt No. Received by Reccrdod by 3q� PERMIT VALIDATION PERMIT NO, PATE APPROVEp EXPIRATION DATE DATE ISSUED By Adminlstrativa Authority Telephone: (780) 777.7075 V&M CONSTRUCTION COMPANY, INC. General Engineering Contractor State License No. 711113 80-975 Indio Blvd., Ste. C-4 Indio, CA 92201 Phone (760) 347-3933 Fax (760) 347-3340 Proposal and Contract No. 2169 PROPOSAL SUBMITTED TO: NAME& Cornerstone Developers, Inc. DATE: June 24, 2003 ADDRESS: 5005 Calle San Raphael, Ste. 131 PROJECT: Tract 30521-1 Del Oro CITY&STATE: Palm Springs, CA 92264 LOCATION: La Quinta ATTENTION: Chuck Frase OWNER: PRONE NO.: 760325.4289 PLAN NO.: 2 sheets water 4 sheets sewer FAX NO.: 760 325-8116 PLAN DATE: 06/04/03 We hereby propose to turnish the necessary equipment, labor and materials required to pertbrm the above referenced project as follows: Install Domestic Water on Miles ITEM DESCRIPTION QUANTffY UNIT PRICE TOTAL 1 Traffic Control 1 ea 1450.00 1 450.00 2 Install 18" PIP Water Main 430 if 48.00 20,640.00 3 Install 18" Butterfly Valve 4 ea 3,375.00 13,500.00 4 Install 18" 901 Bend 1 ea 1,330.00 1,330.00 5 lInstall 12" DIP Water Main . 60 If 26.00 1,560.00 b Install 12" date Valve 2 ea 1,305.00 2,610.00 TOTAL B D S41090.00 Cornerstone Developers, Inc. V&M Construction Company, Inc. BV Title: Dates $ubmittetl By: Approved By: Dates When signed by the Buyer and approved by.an Officer of V&M Construction Co., Inc., this will constitute a flrm contract between both parties, hereto, for all labor and for all materials herein referred to, according to the terms and conditions as described in Exhibit "A" attached hereto. The complete terms and conditions described herein shall be incorporated into any contmettsubcontract prepared by either party to this proposal. Contractors are required yaw to be licensedan regulated y the ontractor's State License Board. Any questions or complaints concerning a Contractor may be referred to: Registrar of the Board, State Contractor's License Board P.O. Box 26000 Sacramento, CaHfbrnia 95826 2.169 NO - Cnrnm. tnne. r)d Om ..r....._.. - _�...._.. _.._._ ,i C;' :3tts *..t'n(tti� 1Sr.fA 's i77.! j176 'frt.27 -.FSte, onctjii'tia' no. t!!8: to: tits. I41"MI j ]+'t, (::r� jo p�t(,s1t:l.S# 7t(y ;,r, Tjw(;cc 111 t•t. •nztItu rm I - is ti:i!. 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Nolio u tiilt�Y�LF.i,tua>.�• �lSri�.�. �,i;Eti.•.'.s .].�.._.r���«.�._....�....._I JUVI1i1 j)tiilM7ijlt; fl;UT!�,I, Oti Lf(I7fte ifl % j!;!.f.� r. }�L�ri)C>•?f I<s !ft;,t7!ijl t]+ ?jrs± t„i:,?1 5'}fi!"imci)f , ` poL i(ji'j W:1i61.IN;7. ;.GCifianq to br.7.1owi (jjr. 8t oa; :s:;r6rLC671 �y'—.��'Li.•si'`.t. �!.�. i:.�M�.._.1}f`Sii! ti�l�.!!a .f l� t.l' !.NJ�3S3 ..........� il.',:'��i:�......._.....-..._.....�::Ct'(.L2((s!3K-: x'jL'!.f:C1�1::!: II;G• 1 .� L'W x•1.7�iJ.ti:i:Y;^ r.(;:tht�! L.��tU of.Si: t '1i t'• ram± e (); kk v)3 }.Tt''t' ^ i.a+Llll t i't.l'•i:1�.Ii l:t<'f f �j..+� )��.1`.1.: Y�i . s � PERMIT NO.3977 V & M Construction 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. Cornerstone Developers, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control: 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 equipimentmithin one-half mile of human occupancy shall be performed only during the following time periods: October lst,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 l 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 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 Page 1 of 4 PERMIT NO.3977 V & M Construction Pursuant to Section 14.16.290, of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 8.. 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. 9. 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. 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 3064.3 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. Bzckfill shall be performed by mechanical means; no water " densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be.achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy -or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall "be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing'on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City. Inspector. Compaction shall , be tested at. random depths at approximate three-foot vertical intervals as backfih 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 Page 2-of 4 PERMIT NO.3977 V & M Construction E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other.. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by -the failing test (as determined by the City Inspector); shall be tested for compli ante 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. 11. 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. 12. . All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 13. Access and egress to all local properties shall be maintained at all times. 14. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate. base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300.linear feet of trench. Verify exact structural replacement section thicknesses with.the City prior to installation: C. Permanent pavement replacement shall be installed using a City approved 1/4" max medium asphalt concrete as the base course lift and a City approved %z"`max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions Page 3 of 4 PERMIT NO.3977 V & M Construction D. Cold=Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement'surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000. asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across. existing street: two(2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 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 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. i The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 15. 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: .16. Pursuant.to Chapter 12.56 of the La Quinta Municipal -Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., -streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to -use the street to deliver street construction materials and/or equipment. 17. The City of La Quinta reserves the right to revoke, suspend or void this permit. at any time. 18. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay. costs, costs or expenses in law or equity that may arise out of work under this permit. 19. If it is the intent of.the permittee to cut the pavement and have it restored by_a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the .City to perform the required restoration` work. Special Conditions Page 4 of 4 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 3977 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to.secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of roadbe resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary, by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage, structures, City of La Quinta shall be notified prior to commencement of this work: Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed dean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as, required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -Watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission: SPECIAL PROVISIONS The following shall app/v when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility•companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( " N/A "" ) inches of A.C. paving placed on ( " N/A "" ) inches of ( •• N/A " ) aggregate sub -base course having an "R" value of not less than ( '" N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be.graded to a slope of one-fourth inch ('/4") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A "") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 Y2") of A.C. paving on (" N/A'") of class (" N/A "" ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. - ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. Citv of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or_ beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of -the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance.. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the -bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a (" N/A ") inch (" N/A •• ) aggregate base shall be placed no later than (" N/A ") 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 time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. • W_S S NO SCALE !� WASHINGTON ST. .... ® c-18 SEELEY c.2D (Rn r AREA' T® IMPROVE i; RoaD ' CONSTPIICTION • ' Me - 4 c: S.'.- CLOSM AHEAD: (d"ty ry� :;• z I: LA QUINTA DEL OR® SEE NOTE 6 '' w"" -20(Rn a I PROJECT SITE MGHT LANE- • .. ... . ` - • - {ii ! y ,•a x„. , .. `Z7 .. .. 627 . L . .. .. .. ik� qMM C J. . E t. >X t OPEN _ - 7RFNCN -OPEN t �TRENCN • � y ,,.. T - e =- =: 600 FT 500 FT [� s' -500 FT: 500 E r Y,-j.�bjb.......�:„_. -_ lbjAl-'1•lAl� ;�ly 11 j j _a� ..,-.i.,.. - .-, v, t- .'j .: : �r•:'� • n'(s�7 a. r=,,; /R�3 + L,-. I' kC�/• - �i. .�, ' � • a �'. -- L.i-•''-s : � - - � -- .... :t.;•7 .�r-�� .2_!>� Y-':.V-'. 7 i' ,i�,..c•���`.. j ,_�, .� .s _ �-d fit-., -r _ .,�a. _ r.t' :?.'t .rs�.. ';• ,.4 -yr- w}',,a^r t•. " �'� .. � r. /}iwy .'_'_`�i+mp.,s'G, .. �i.. �y�"y''-`'.` _��•--....'.."-_a��.,py�g�/wv. +.^:"u'• • .'�.:,�r�,.. �, - - .1_ ^s .+..y .`Ya,..r[.. -G ..F _� P'.,/ti ..F'�P".,,R'r y:� • -• !ham ®t.?'C.���'� •Kf - a .'+.'rt �.-�'N'. rJ±"✓n.•:�/�+s. :}'•Y /eR -irk+ "'G�-t-� :.y .,. � t _ � .��i , ^3;r ,xd •,� } « LE �-e1% � . _ _ '{ � �' r it � ; � �. i..,• ,.,.� s�_ ���`�r '�-, 3 c „-�. � �-` �,� � �.F at � k 'F Y �- .5 . � T tt.'c"• J.— 4' �+• . `.1.- ,.' '�^ ;r . 44. :-y � Y•t T • ..x. _ Hf ..............*.,+.—�..s.+�,..-.•,-.. 'T . ,ty" • _ y t �. _ t � T'-,- t � .7' - `rl cS „� �t� . •� • • •MILES AVE. NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF:TRANSPORTATION (CALTRANS) MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. i -2.' TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC, SAFETY AND. Appmved By p umN TRAFFIC FLOW IF DEEMED, NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 55 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN.SAME IN ProtectNeme ACCORDANCE WITH TRAFFIC CONTROL PLANS. ' Street Improvements for La Quinta Del Oro .4.. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE FnM ConbudM r,�o Conva ��, . NEAREST TRAFFIC LANE.` ,. .., • •• •• Cornerstone Developers Tops N Barricades, Inc. • 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES., � pared � Bawd � d 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING.WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEARED OF DEBRIS AND THE '(800)852=TOPS , Ron Fifield CALTRANS,T-11 DELINEATORS SHALL BE MOVED TOWARD THE EDGE OF PAVEMENT TO ALLOW TWO 12 WIDE TRAFFIC LANES OPEN WESTBOUND AT NIGHT AND .THE OPEN TRENCH Elam aermn ON TYPE 1:BARRICADE WITH FLASHERS SHALL PROTECT THE EDGE OF PAVEMENT OVERNIGHT 1 8/11 /03 To Be Issued on Approval t, }} ... c«.,f•• « r.-ran..•._ u. w.w n..+.......e..,.x,.w......w.+w.a.. ... ... .•..v. .• ...«. ---• va.rr .y .+• .. w wawF.wa.nu,rmr al..swu;.a.rr .,�Mv. A+ s, : . � .32532 I ,�2� Q� { t� I I ! ! I , � o z ,•v - _ _,__... . -. .,..- - - .._. ._ _.. ( H Q Ii i I -'-- T --f niLOT i! i { , .. f 1 { ! W { I •.•l :DO NS N UC ST R T 12 I P.� , •�D �WA: I TER. MAIN • Q , , ,.. �Q _ --- -.._ _...._ ..... i r cn _, , , _. __i. _._ �__ �._... _ ,_�.... �.,._._,.. _ �_._. __ _�...-h.:. s n._. ____._. ; ... .._; ._ _;_ -_ _ _ VIA : ALaN4. RESTRAINED JOINTS Z , r {-- > a { .� DRA VIA: C-ATA. L/NA . { ,► FUTURE STREET F5+25.433 TO 5+61.33,I �?W , { j i i I ! i ! . , FUTURE STREET �+ ,. ,. cn_ .. _._.... _J� ...._ _i._ f N Aca c7 U t 0+3s.00 ►NSrAaLI. SEE DETAIL A z{ .. _-_:� _- .. --,- : - - wa w N TR CT 8 D.I.P. WA. TER M' A �,5+61.33 INSTALL W i 4.i� : I i 4_ I r I-� Q F- Ct z 0.+36.00 INSTALL { 1 s I ! W J .� rn ._...... .._. ..._-lu. _ .. , j•- f UD 8,jr4 REDUCEFR � ? „•,m 12 /REDUCER 1 k tL -!- - , r--- --' -- = z o ,X 4 B.O: ASSEM4BLY COMPLETE a, r. .0. ASSEMBLY COMPLETE � I , w;W �" 1 ? �V, �l • r J '-'+Z�i � d- R o N 6 tr_! I � V3 I ! 4 B.O. ASSEMBLY "• w CO,o` . i a _ o c� ► ao coMPLETE t� �`� ! s I l a t�Fi. cr . a RESTRAINED JOINTS : _ a� �y r� • / _ . _.._......_ .... ,Z. RESTRAINED JOINTS / V - -- ! �-. _.....___ L ._...._..._.___ .___ ...___ ..._ -__ _.p__.:..._ ... I__ ._ ..._ Q . ._.. W .h _ . - n •- 5+67.74 INSTALL 2+90.75 INSTALL 0 7.. ••. O / Z a. , , { ! Q .�. Oa » VIA TUSCANY : r . :' 5 .- +44 3 INSTALL, M _ .t, ^ / WALL _ a w i ! I { I ti ¢± a _, . �o w 5-h25.86 TO VIA. 7USCANY-.L-i-44.86 TO �: w / i q w, i .. tt+t II: O. ► - 00 t , _ .. t2w4- ►� -t. 6 FH ASSEMBLY 6 F. H ASSEMBLY S .:FH ASSEIIBL o ;...._:. _ _i._}.... _ _....__ .__..._. _..._. _._l. _._..._ __ o VIA ALONDRA--0+35.00 {w. Co { -Q(,2 C] o ;M�Mt , { r w ;--i, .-._F _ O_ t;0t�-ty _ __ rc WET BARREL WET BARREL VIA CATAUNA-O-h36:00 WET 6ARREL o / { • { •'•t , I ��•-.t; •. W oQloo r { ' w -' W�~ II ' I f. n �R• / ... I too { {•.. or} ct,► F..! E.., ]BRADFORD 0 -ct~-- -- •� •.- - --I•._ _._..c.•- _ 5+:32:9 INSTALL ! 0 a xi- {�W i � � 5 fi QO�oQ rq• i j/•�%�C 1 LE.... . -}- . o� . _ 2 .1 : BEND a 1 12 2 2' , N f o0 I ' _�.�....,e�{._. ._ ..t . _......_.. 7, ,• , , 15+99.85 INSTALL t- 4 try 1�• 6 r. 3 2 1 ,. » f I �i { c N u7�pa tt! 5 `t q ii 1 . 11 114 BEND EXISTING 8 SEWER MAIN -L� - _4.-4- ._ •i--- _-�,.__. .. --•i•---,--,i•. �- - - s� _ N8935.1U'� I $ .._ { V. �. t. T �i { tr��LraC9.._ - - - - - - - - - - --�•----- - - - s-!-• ri .r ► 1 v� :N8_9'43 02 E DCISTING 4 Y- ,�.�' ��,� ,.w.•re -. wa c .:.:.n...c. 4. r ..ins � • . SEE DETAIL C M NT ! { I , VIA. TUSCANY PROP -'1� PRtOPOSED 8" SEWER MAIN ur EXISTING 8" DIP VALVE .----6X15ANG-8WATE : } I I -•{!(- SEE DETAIL B -- •1- - -�--• - �., _r__. ._.._;.___►-..�I----x __...,._ - - ,- ._..:.. _'� .y-.._. PER C.V.W.D. OWG. 60 - { �0 , 6f'" SLEEVE �o _. .� _� ._ i - �y i :__.. t - p - CROSSING .& No. 1 40 I I ! ! 11, �r 1 ! 'a' 5+56.86 5+25.83 2+75.44= 2+48.84= 5+22.25= \ r _ .y. � , I '� � I _.! _ __ .. _.. _. � ..�_ { , _-+S • ___..r - •_r -• - -- --- � O+OD.OD INSTALL 0+00.00 INSTALL 0.+00.00 .INSTALL : 0+00.00 •INSTALL 0-f•00.00 INSTALL .J01 TS' I ! l I { '� Z M - ! ;� 1 12 (s TEE 1. 12 8 TEE 1 12 8. TEE 1 12 8 TEE �1 12 TEE I _ •. \ �14+99.00 JOIN .+� s : I --r- `r--- . •--�._ --y .•- �--- � .. O t2 GATE VALVES : - 2 1 � GATE VALVES , . 12 GATE VALVES \ { { T » . 2 1 GATE VALVES � 2 1 GATE VALVES t,� � 1 8 GATE \ REMOVE B.D. AS EMBLY { { I I I VALVE f 8 GATE VALE 1 8 GATE VALVE 1 8 GATE VALVE \ ,� _ \� RESTRAINED JOINTS JO/N ExlSTING $ D.I.P. • 1 - 4+9217 NTS 1� "T 16+75. t3: WS7ALL \ UNDER 'plRECT DISTRICT INSPECTION _ _ t- { /2 1 t 16+75.13 TO 14+99:00 ~-1--__. -•'-r co 12X8 ;F.E30 ADS -N 12 12 GATE VALVES i +5 1 8 GATE VALVES �,J ....STORM DRAIN PIPE i I { I l I ! ! 1 1 I N n 1+02.44 :1 +02.50 -_++....�.. _ .. _f __ __...:__ __ -._ .. _.._ . M..,......__. ___ L ... W to 1 +04.44 Z 1+04.50 4+16.94 f + I i _._.---L._- ..-_ .1. " " 16-F51.11 INSTALL { N TE:«CDIT CAD . S Fl LD ,VAR FY 191: V�ATER w 2 , hac•ii 11 f I I {+ 1 Svc. t SVc. 1 SVC i i R� t f { ! ¢ 1 SVC 1 SVC. 1 8 11 1 4' BEND 1HS:.PRIOR_iI0_GOH .TR .CTI i I i ca ,S U DN_A, ND.i.SHgLL NO. _ .-- -•--• ____ _ _L___ .___.`_ _. _.. i T E DESIGN ENGI EE !M .ED TLY 01:.: r.-sr.,, . � r w..uw.rr••n+.n+w-:w.e. ..r.a.....Lwwe. <•uw,v-+2.a.....v .•.wr.rr+r..,.a....wl+✓.. .a.r xneu. - : i Dr- CR PElyer ; � I a ��' �•�''w • •. t _ f I , y 7 ! 5 t ,Z1 1 5 _ 7 . x I 14 3,0 - 2 �1 6 a � r t � o Po a R FILE A t PRoF�L B E � t +2 2 7 .50. t +7 .53 3+4s.97 1+74.53 w 1 +74.50 " " � 1 SVC. 1 SVC. " 1 SVC • 1 SVC :� C. V R W D. EAS* EME V / NOTE: 1+76.50 1 +78.50 1-k76.53 1 +78.53 3+42.97 VaNSTRULT l2 D.' 1 " SVC. I ISVC. » r .P. _WATER MAIN L t 1 SVC. ¢ 1 SVC: NO TREES AND OR PERMANENT � 1 SVc. � I 00 STRUCTURES SHALL BE LOCATED N N . .� WITH IN C.V.W.D. 20 EASEMENT AS SHOWN CONSTRUCT 8 D.I.P.15 29 R T WATER MAIN. >r n 1 , 18' 2+81.10INSTALL 1 LOT R �+ 6 FH -ASSEMBLY - J -, WET' BARREL 20 80 0 4.0 160 2+4s:5o 2+48.50 w � � PL 1 . 1 SVC. 1 " SVC. o� , s ALE GRAPHIC SCALE: 1- 40 V _ 2+77..26 INSTALL -. j 8 45 BEND 16 { _ 2�8 9 (1� 8 x6 REDUCER /W (n'P) .- 1 60 GATE VALVE : - ' 2+79.51 INSTALL , 6 3+12.50 FH ASSEMBLY t 3+14.50 WET BARRE L 1 r Q SVC. 1» � SVG Q D W L EN._. 0 G - 4. P� _ : 1 , 3+22.50 INSTALL i , � 1 suc. :CIRCLE o _ - « w _ - rc�`0 \ 6 FH ASSEMBLY. , r• :: , WET BARRELLU O 11 tie,o• �0 1 W �� \� 27 o , o -. - + _ 18 19. 20 21 22 23 24 N ,, .� o r� r�l f J J f J J2014 4 O Qy w . y \ •( a s m CONSTRUCT 1 D.I.P a FF? � 0 J �� � s. 6 .� . WATE MAIN , • � . 0 1l l tiF ti ti - o.� "Sr ti m vt'i 0 1"'i o � J .. w � /) /t .ter //+ '. q z U v _ 4i o c� w o ��IL _. 1J J ..� J 110 ky 1 ? o 0 �. o o •t ¢ 1 SVC. Q t>C + v 0'� N •� •� o u��ii ,ar,� o� ,n�i ern $tii � ) _ w, to R *^ R. ti t �- R � .{ai R R V• R i CY o NR NR •l. ,•. .f_ .•• M M t z . ao 00 o h . + + + + n + -{. � cc �'- o � E?t n Ht � Ht to Ht to Ht Ht .•. 'y t- •E)J .. E� + R _� 00 aD + R ru V• r•• >•n'..1•,_ �, 26 o V. - 0+50.00 INSTALL -•a- � _ .. mp J (1) 12 TEE / - + 2 13 . 4 42.00 lNSTALT. 2 12 GATE VALVES O - 1 g 7 � 5 " q 10 ►� 9 � Nil 18 TEE (1) 12 BLIND FLANGE . o N 18 .BUTTERFLY VALVES o 1 4 REDUCER 3330E - - - -w » (1) 2 X E Z _-'_ 18 x8 REDUCER Q t (t) 4" 8.0. ASSEMBLY m UJI M SEE PROFILE 8 _ ul r -•-� - PROP. Cdc VIA PA V I UN 0+47:07.1N5TALL M ?' PROP. 12" 6 FH .ASSEMBLY O o WET BARREL D.I.P. WATER W o x ' MAIN • t t „ O INSTALL 24 » r ti wALL t RESTRAINED { RE -EXISTING s - O � t RA . ED 'JOINTS STRAINED t 0+00.00 JOIN EXIST_ 18 MAIN F` 0+87.50 STEEL SLEEVE g � O ._....t 4+42.00 TO 5+ JOINTS UTTERFLY DISTRICT FORCES TO INSTALL O 11 +78.00 INSTALL �, EASEME .r :. 20.49 ENCASEMENT 1rALVE EX1ST. AT DEVELOPERS EXPENSE OxO� 1 18TEE 1 18 TEE 8 18BUTTERFLY". VALVES 18" BUTTERFLY VALVES 18"" x$ REDUCER 22.03 E E E __-____.________._ _ 0 3.43 18.6a 1 r---- NOTE; E�!lSTING 12 WATER DEVELOPER TO MAINTAIN INSTALLATION 10.00' ! D=NG 12 GATE VALVE ANN DWG NO. 16041 t RESTRAINS 0 NTS )s 6+91.20 M FINAL PAVING _� AREA AND .INSTALL F! PA - EXISTING ' � EXISTING t8 D.l•P. WATER MAIN • 5+20.49 INSTALL 12 , CML/CMC .WATER 0+00.00 INSTALL PER ,ER �.� .D. DING.. o. AVENUE N 16041 MAIN PER C.V:W.D. DWG .NO. 116t 9 1 18 9(r-BEND 1 18 t8 C .2. 1EE PROP: FINISHED SURFACE .._ .-: i , �--,.......___._...... i•8'-BU3=T1ERFi'1`'1/AL'VES I OVER WATER MAIN GARDEN WALL _ - - - N89 35 27 E • - 1 12_GATE VALVE oa o� PROP. FlNISHEO SURFACE 4 a w» +� 4 1 0+00 INSTALL OVER 1NATER MAIN o W 4 � , o � SEE DETAIL D '¢ ) 8 ... Q, Z 1 x18 x12 TEf VIA ROSA v I .. �� 1� _. 0 2 1E � c BUTTERFLY. VALVES �i -" 1 12 GATE VALVE m F- W 4 PROP. 12 � N fO O O 0 L � W m N -{ rrf _..1 tD � I WATER MAIN •.}}.. z z M Q o•�-� t� . BRADFORD CIRCLE w _. PROP. 12CONSTRUCT 1l UCT �8 � Iry D.LP.. WATER MA30 AOS N 12 N "�N w WATER MAIN �i 5 5 3 , 10 27 x «� STORM DRAINPIPE � o _I o PROP.. 30 STORM , 100 s °5 112.7 T.P �o z_ GRAIN PIPE _ " _ i EXIST. TELEPHONE llNE 0 5.a0 5.00 0 �1v � PROP.. 30 STORM . . o R z z DUST. CABLE UNE • �, O,o N _ GRAIN PIPE o � o IXr - Q r EXIST. ELECTRI AL ST. 12 CML CMC WATER MAIN "UN 8 D.. Important Notice -- Underround Seance Alert z�. o �o Imp 9 $ g - o .WATER MAIN a m ►� � o Qo � . Section 4216/4217 of the Government Code requires N �,o -a- , - c f a �' Z ti N N a Oi Alert Identification Number be sued before o � � o _.. � to + r v, . g cnOVER AT FINAL GRADE co.. N y PROP. 12 D.I.D1WATER MAIN Permit io Excavate will be voGd: For your Dig Alert mot- .2 � a O N tv 4 L7 \ Identification Number call Underground Service Merl � 4 < . 9 t7 fI � .. z : Z h_ _ c� a z CONTRACTOR :MUST. POT " ,. _ _ TOLL FREE of 1 800 227 2600 two working days W PROP 9 oY DG.! A�L A N o ... w 18 D.I.D.l. WATER ll�A1N et. w .,. , before you dig. mot- �., oa k± HOLE TO FIND EXACT' ; cn LOCATION OF UTILl1TES s r co o co cn 1► . 7► . ,., N , ,z _ � DETAIL .. D M . � DETAIL C /L + W (APPROX 24 DEEP. " : DETAIL B - Construction contractor agrees that in accordance with generallyaccepted construction co ''a , 1-20 practices, construction contractor will be required to assume sole and complete responsibility for it conditions during the course of construction of the project, including safety of all persons PREPARED UNDER THE DIRECT -SUP ' job site c d g P >e , REVISIONS. •• � ` ' g y p ERVISION OF. r H-ACKf /` ci' Y and property, that this requirement shall be made. to apply continuously and not be limited to ESS R � N U I N � � R,,I I� G � � N L . T � F L A Q V � N TA SHEET QROF ! ' normal working hours aril construction contractor further agrees to defend, indemnify and hold 0 O`f N0: DESCRIPTION BY DATE CIVIL ENGINEERING' LAND SURVEI(ING PLANNING - 9 - g . Y �`'D. � NG liability,�, �y design professional harmless from an aril all real or alleged, m connection with the � � - e58487. Highway 1 Ite y H9 M 11,SU q3 f si n r on project, exce tin Iwblit orisin from the sole ne li ence o de performance of work o s 9 9 9 � c^ � Cathedral City, CA 97234 f P P le P 9 Y 9 4, rtY - � REGISTERED CIVIL. I 1 ENGINEER N0. 55606 I/ ACT Na. 3C�52� professional. �0 G /Z / Phone. p60) 202-1800 Fax. (7be�2D2.8267 DATE _ _ \ EXPIRES �2.31. 04 .,� englneer�hackere treed • . ,• r►9 ngoom No. 55606 PRIVATE. ENGINEERS NOTE TO CONTRACTOR * Eiya.,7/3,�04 � APPROVED BY: SCALE: AS NOTED BENCH M ,�K: _ WATER IMPROVEMENT PLAN 2 °F The existence and location of an underground utility pipes. conduits or structures shown on these Ions /g Y 9 YPP P• PLOT DATE: 06 ALONG HIGHWAY it I. o.3 •wus WEST OF ! y are obtained b o search of the available records. To the best 'of our knowledge there are no existing Y g g sr civn- .P 112�03 OF HIGHWAY• i+f.1 AND WASNINGTt7N SrON NORTN� is utilities except as shown on these plans. The contractor is required to take due precautionary measures ql Z SHEETS P P q P rY f OF \E DESIGN 8Y: J. E of swrAtl tract •same of HIGHWAY 111 soo FEer to protect the utility lines shown on these drawings. The contractor further assumes all liability and CN CITY ENGINEER Sorml AND 3s o Ftt7 *EST of POWEa PotE 984s3 A PORTION OF THE SE 1 4 OF THE NW 1 4 OF SEA 9 D l b: MonrUMfNr SET N 1 . 1 , T:5S, R:7E:. SB M. responsibility for the utility pipes, conduits or structures shown or not shown on these drawings. DRAWN BY• J E'• W.P. o Nnt 3.D FEEr tnGH£R 7iWN FILE NO. DATE _ HIGHWAY 171, BRASS DISC. IN CONCRETE' POST. W.O.. .FOR: DWG. ' CHECKED BY . J 1955-56' (RnL.CO.j'DATUA! 020701 CORPERSTONE�DEVEiOPERS !fLiYATION s9.ss9 . a2aZ01.-1Wa2 I: r. i