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3989)�! ,„,... �•' /.r "�/F' 'fir .Y �•y' T ! - .-�1 i � ., � t.p r �',:/.•.,+'. .. .4, '. NOTE:' With proper, val~idatlon Q 1 O this'form,constitutes"an;'.. CITY. OF LA QUINTA . ;,encroachment • per m i t " -A4 PLICAT'ION FOR -PERMIT' r` ` PUBLIC •WORKS CONSTRUCTION (ENCROACHMENT).c. OF '•,"For' the' construction of, public or private curbs,''driveways, pavements, sidewalks, parking lots,. sewers,' wafer mains, and other like 'public works improvements in -connection with MINOR IMPROVEMENTS and -APPROVED SUBDIVISIONS Subdivision Improvement:Permit — Class I1'I `' DATE: Sentember 'S. ;2003'. Minor Improvement Permit Class IV ' ; • .LOCATION OF CONSTRUCTION'7a"875' ®y�muA 47'. tiadl+ay •Vil1A33, 901 '2yZ�Q ' '(Street address or Description of Location) ::PURPOSE .OF CONSTRUCTION AcCazm©at3te'-�1'80"tlta t . Sketch (attach construction plans if appropriate)" ;saniot ,AvajcWetit coi;aol ax DE'SCRFPTION OF CONSTRUCTION Site'.arading WoA"s. • J*See �ttaClled' sp' ecial eoftdit9Lc}nsft + •, ��7�i►�++�T,�v�+cr.�.,.e�a�, ["'aw�!S��to� /"+e,+�'�'ari.: ti A. DI.MENSION•O�F'INSTAL'LATION OR REMOVAL` rd 'SIZE OFEXCAVATION; IF NEEDED Balanced site � • + `:APPROXIMATE TIME�WHEN WORK WILL BEGIN September 4,` 2003: i ..� �. a';'APPROXIMATE TIME OF COMPLETION Septimbe'c 4, 2004 ESTIMATED CONSTRUCTION COST $ �� 06e attached 'cost esttm4to+r1,z, ca 1"'1,Q 4 ' (Including removal of'all obstruction, merhals,.and'debris, backfilling, com �paction•and, placing permanent resurfacing and/or replacing improvements) `> i . 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,'end all penalties Ila , lities, or loss resulting from claims or court action and arising out of' any accident,'loss or.damage to persons or property `+happ e nitngr or,occurring as a proximate msult.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 6rty'6f �° + ^•.� • La'Quinta and to pay for any'additional replacement `necessary as the "result of this. work. Signature of'Applican or Agent " ltpe'' Cdeittruotion " i8�-401' Hwy*. 111., 5i La Qulntr . ' ° (750)' S64--0322 + ;Name"of;Applicant• (p'lease print)' Business Address TeI 'hone'No` -Roe3 GO it trcuctlon (Criig White) •78-4-401. Hwyi, 111, #5.,. La Qui;rata'.` (760) '564"032 Name of Contractor' and Job Foreman Business Address Telephone No: L. ContCity Business License No: r'actors License'No. '.. m e v n� "8ut'rsha Z>ia�xramc Sri3. c�l�, Applicant's.lnsurance'Company ` cy ber. FEES: ; Subdivislon Improvement Permit' -Class III "CrFrINADEP.r-� •.Publicimprovemen ts:'3% of estimatedconstruction costs'Private improvements:'3%ofestimated.construction.costs~;. �' '; : MinorImprovement Permit — Class IV: See attached schedule, ' n spection .Fee, .$• f ',,� •: •,:u , ,.\. . • " < ' , : ,. r... •, ;, 54 PERMIT ,VALIDAT.ION . Permit Fee 100.00 PERMIT N0. 3989 Renalty s►'�' " 1,.OdQ,t>t9 j s a e temb � 5, 'Z003 Cash Deposit-Surety,Bond ��� 'ra��' ?'*"�. ac�..< v r!�,�DATE APPROVED p • �'M ip^ Oa oa, if required '�' SrapCembet, 30,: 200.4 �• •,.,;,,: EXPIRATION -DATE •. TOTAL: '$;1 DATE ISSUED Receipt No. , By Received by Date t Administrative Authority . Recorded b _ y t Telephone: (760) 777 7075 l-*'�'� '�. Y�, ,•�4 • 1 ;' . •fie. • '' COMPLETE®, 2 • U,' ( 4- With,per validation -: thi0orm,constitutes an ;` ` encroach ment,ip'ermit CITY OF LA QUINTA ' • •• `� i•'�' '~ � - APPLICATION' FOR PERMIT PUBLIC ;WORKS CONSTRUCTION (ENCR.OACHMENT), NA For the construction of public or. private ' curbs,"drivewa'.ys, pavements, sidewalks; parking lots„sewers; water mains and.other Iike,public works improvements in,connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS ' Subdivision .1mprove merit Permit — Class II I� DATE: September 'S, 2003 •' :Minor Improvement Permit Class.IV X LOCATION;OF CONSTRUCTION •78�875 'Avenue 47.: `Radley.-•Villas',: PM i • (Street address or Description of Location)' PURPOSE OF, CONSTRUCTION Accommodate' -an 80—unit : Sketch�(attech construction plans if appropriate)`-, senior anart�merit "comvle2i' , `DESCRIPTION OF CONSTRUCTION , Site skradina Wo-L , .*See ;attached 'special', cond`it20ns# ; ,5+1 I:'>. a.�Aea.4t IC�_]N A rc it et`'[ ala.t� ,. i r f ,ems: \a.ar... 1► n:�:ncw.:.t c V ' j' �A a 'liny,Set Y; 'rDIMENSIC4.0F INSTALLATION OR REMOVAL• ` ='SIZE OF EXCAVATION IF NEEDED Balanced siteire . �r� ` ,4 "�'APPROXIMATE TIME WHEN WORK WILL BEGIN.September 4, •2003 •APPROXIMATE TIME OF COMPLETION, September 4, 2004: �. ESTIMATED CONSTRUCTION COST $�',, '(See attached cost ertinQate"1'i 2Ali (Including removakof•all 'obstruction, mafe'rials, and debris, backfilling; com i `paction and placing permanent, resurfacing and/or replacing improvements) ° In'conslderatio of the:granting`of.this';permit; the applicant.hereby, agrees to:, ISr v ndemnify;ic10end• and,save the City, its authorized agents, officers, representatives and employees,,haYmless from and against any and t; penalties„Ilabiiities 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' "mate result of any work undertaken under the permit granted pursuant:to this application.;. Not'fy the Administrative Authority`at least twenty-four,(24) hours -in advance of the''time'when work will'.be started n 4 Compl,y with all;applicable City Ordinances, the - terms and conditions of:the permit and all applicable rules and regulations o the City of 4 La Quinta and -to pay for' any; additional replacement necessary as the.'result of this work. Signature of Applicant or Agent t `y' RoeI Coantrtic�ion� , ' 78-40.1 Hwy. 111.; ��5, : La Quints ° (760) 564-0322 Name of Applicant (please print) Business Address Telephone;No . " RAel. Construction (Craijz White) •78-401 -Rwy. �111, 45', La Quinta ' (760:): 564--0322 , Name of'Contract& a, nd Job Foreman Business. Address , • Telephone,No? 03687 r " '.,Contractor's License No:' i .• ''City Business License,No. ` John Burnham Insurance.Sexvices KC00 1 Applicant's Insurance'Company, " ry Policy Numb ., FEES: .Subdivision Improvement Permit —Class ILI ... SEP ,l 20031 •; r1, �. o, r. Y, $e,,, Public Impro_v_ements: 3/a of estimated construction costs , Private improvements: 3% of:estimated.construction'costs CITY OF LAQUINTA r FINANCE DEFT Minor Imp"ovement Permit — 'IV-' See schedule ;, Q , " Inspection Fee $ i 5 :PERMIT VALIDATION Permit Fee . .y. 100 i 00. _ k 3989 t '� PERMIT ' ' I N0. Penalty, , ". •. � . • ,. Cash Deposit Surety Bond y ' �. '� �� o�Pa.,,,,�ti,;,� (,/r DATE APPROVED Selpte Cbe7 5; '2003 if required 1"M.10 '.CI 0 bib: � � 0, . ', ;� � � I EXPIRATION DATE September 30, 2004. TOTAL:. DATE ISSUED, ,Receipt No.' """� ` , gy' ., Received by Date ' Adminisira"tive Authority. Recorded by f yk ?" �Telephonl3: (760) 777-7075 " ' PERMIT, NO. 3989 Roel Constructio` n 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. . 1 Roel Construction, 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 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. t6 5:00 p.m. May lst`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 within 500 feet of a signalized intersection shall be -performed between the.hours,of 9 a.m., 3 p.m. Traffic'control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside CountryTrafic, Signal Maintenance;D.e a,rtment at 909) 275-6894 if signal, operation at -, the intersection is to be altered in anyway. ` = 6. Pursuant to Section 14.16.140 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 _Q,uinta' Municipal Code (Ordinance 10 § .1 (part), ••1982)5 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 siarting,any construction. It shall be the Permitted's ' responsibility to appropriately -detour and. barricade all construction sites. Special Conditions Page f of 5 PERMIT NO.3989 Roel 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 44.16.370 of the La. Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of --way shall conform with Section -3 06-1.3 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 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.' ' Special Conditions Page 2 of 5 PERMIT NO.3989 Roel Construction, D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to.be compacted for the remainder of -the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill; per 300 linear feetof 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 compliance' with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City. Inspector. 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 Special Conditions , Page 3 of 5 r C. D. 15 16 17. E. 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. 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. 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.' - If grinding and capping operations are not performed in the same day asbase paving operations, " the base course, lift of/4" max medium asphalt concrete shall be installed from saw -cut, edge to .saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding -and capping. F. Any existing lane striping or, any existing detour lane striping affected by this resurfacing. shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, .consistent, and shall conform to. the surrounding grades. 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. 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. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions Page 4 of 5 - J PERMIT NO. "3989 Roel Construction 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. i Special Conditions I City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 3989 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, spatted, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be property lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe,'steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work.�Drainage structures and open drains, shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property'owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this. office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 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 PAVEMENTWIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with (" N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( "' N/A'") aggregate sub -base course having an "R" value of not less than ( " N/A'*) and in conformance with the City of La' Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be'graded to a slope of one-fourth inch (%') to one foot (1'). ® R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/z") of A.C. paving on ("" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (T) 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 6.3.061 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 one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. v"U'ZU (WA) r«•o4dNLL Ni�lY Ml�pqur� QV pA4waAy Ag °j40 lV PW•N 03f1iti altd °N 10!•�M A1YOmoa- uldn lo• �-b''Tz'`o :wjo1 oanOlid/Y llav0+"e�N�aq WM dAt 11M,,aA A4uAy . Nouvanr� JJYeM>tr 00 ' 00 I • �i �•�•.� I p SL », '"I" wNpwAyA„� 0--ftsA. so 1<C :Ayl�b Ba•'• �•e7ia►rL"°o Pw.wrpn•i0 %C fiw•WMOAG� °I,Q� 1 N A°Ipd O4 � 1 al O O 'w+ww!dJ Aq"{"4 At+++ol,eer ON wmn wows ANo • xC✓ L`1 W�dl.1 i1� •h o L 3 ai .w.e,1 •.anb�a 90'hO)S pen (y 5,�11 'eego- .a N... fwl,e'•aga� s.In,Jeq; Je AWN i�� lay►, lab-82.� 46 Aw A Pew ,MHO., IM% woo .... •+a w » AYD "M.4 • M NIM Apwep �AApAgpe� �V1 w UwO.Rq Aw"ti0 MwwO a Aw•'Mr WYWf�I1Wp* •a M�.N Ay.yq M"t.°A.r W AAM+ M AAY, .y�� N.�IryA+ p.MIgYO . A AIga111�p. q t" POW+!Iw "t. low" •'�o" . A 84M Yby hArs.i wol A ~hw� °� .>IuPtl�� wa 'otuWd ryy Jo eirpu./ Ay, w ugi+»Rwao u, +aw �w•b+..°iar ew�.i.,.w JY«AwaJw fir+ R„ uop `. 'W�'�04 N'4q ow y tJARtAu '°pp0►�4q° IM J° fsia�u 4+IOe>ouU i low Noux"1sm Q;LLv"UiJl ^1 . 'NI]113' d" i0 SWILL u4M11 aw" "MEN 11MR MUGM N3FA 5MH1'11r1'IIXOMdA/ v , GiWiN dl'MOLLVnY9X9 do 12lle 1VAOM." YO NOJlr'11y"l do NOlsNa"m EOOZ 9 0' d33 11011u1lNOo•dpNOUAl1Y0itSC J A b LL � a �`� :AI•Mbp Ydliiy • NOLLa/11LJ.9NQ� /0 NOLLtD01 1 ut aorJ — >;I�I tww.AAud.�, "o,gA1Pi�1lI � p . , : aive YAIOI>tIMC V GIAOV&N pw v�ppA0Y�M11 YONI/i Vkw "•,wwgo ul swa"W41161 MOM MWd MM A4ty pb etApW /My1,'YYy, %°l eN7{Ad 'haM1/pf. 'Ia1wiYA�e 'AA µp '44" A"Aa A OEl Jp rqalll,�q •W AO+ 1 W7w1atvpta l Noll: m"WOO smuoM ofj&- d 1JM134 YOd NOI11/OJ7dd1/ M1NIA0 Yf Ao ALM . �O�% w a�4wo+�wq.MIP. JI il°fHPll!°wdaa 01�1 Big good `•l6:ll EG•E-da9 :oE9L09908t1 :MOI ond1511400 1308 :A9 w)s, Z0 39Vd NO-Id1GW L9Z6Z55898 LZ:Zi £00Z/£0/6C t;. • 09/,11/200,o 10:39 FAX 7607777155- LA QUINTA PUB: WKS. 16001 *** TX REPORT *** TRANSMISSION OK TX/RX NO 0427 ` DESTINATION TEL # 918492503270. DESTINATION ID St. T.IME 09/11 10:38, TIME USE 00,38 PAGES SENT 5 RESULT OK CITY..OF 'LA `QUINT'A PTIB'LIC WORKS/ENGINEERING 7.8-495 CALLE TAMPICO LA QUINTA, CA 92253 FACSIMILE TRANSMITTAL SHEET • M 1 ) •, L • FROM� 1 ; COMPANY: DATE: TOTAL NO. OP PAGES INCLUDING COVER 4 PHONH HR I!( s (/JJ SENDER'S PHONE NUMBFk. .760-777-7075 RE: SPNORK S PAZ NUMBER ' 760-777-7155 0 URGENT ❑ FOR REVIEW 0 PER YOUR REQUEST ❑ PLEASE REPLY ❑ PLEASE "CYCLE NOTES/COh&(FNTS: d, Tec,-1 1 -I Ye tt isi /ic�i17L7 T } ' CITY -OF LA I QU NTA _ PUBLIC WORKS/EN GIN•EERING 7 8 - 4 9 5 CALLE TAMPICO xu. LA QUINTA, CA 92253 Q a�' FACSIMILE TRANSMITTAL SHEET rn.n tz COMPANY: DATE:. • �`` TOTAL NO. OF PAGES INCLUDING COVER , PHONE N ER: U /v) SENDER'S PHONE NUMBER: , 760-777-7075 RE: SENDER'S FA:k NUMBER: 760-777-7155 ❑ URGENT ❑ FOR REVIEW- ❑ PER YOUR REQUEST ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: i MAILING ADDRESS: P.O. BOX 1504 LA QUINTA, CALIFORNIA 92253 Sent. By: ROEL CONSTRUCTION; 17605647830; Sep-11-03 10:08;' Page 2/2 Page I of 2 State Wateres.ourees :Cantro1.Board. V1rtntrjCon'Ii.• . . Hickox Division of Water Quality `. Gray Dads Sernetary for 10011 Street ^Sacramento, California 958I4 • (916) 34'1 •S$35 1 Governor F01roamental Mailing AddressP.O. Box 1977 • Sacraments, ralirk"in • 95812-1977 Protection FAX (916) 341-5543 • Tnlernrl Address: http://www.swrcb.ca.90v/stormwtr/index.hmil ! Date Processed: 8/20/2002 Southern CA Presbyterian Homes 516 Burchett St Glendale, CA 91203-101 RECEIPT OF YOUR NOTICE OF INTENT The State Water Resources Control Board (State 'Water Board) has received and processed'.y0ur NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE GENERAL PERM TO DISCHARGE STORM WAT)ER ASSOCIATED WITH CONSTRUCTION -ACTIVITY: A&Ordingly, you are required to comply with the permit requirements. The WD1D identification number: 7 33C31.8752. Please use this number in any future asmrnunications regarding this permit. SITE DESCRIPTION OWNER:' Southern CA Presbyterians Homes DEVELOPER: Southern CA Presbyterian Homes COUNTY: Riverside SITE ADDRESS: SEC OF ADAMS AND 47TH ST LA QUINTA, CA COMMENCEMENT DATE: 3/1/2003 EST. COMPI,ETI<ON DATE: 11/l/2003 When construction is compIcte or ownership has been transferred, dischargers are required- .to::notify the Regional Water Board by s>ibmittitng.a Notice of Termination (NOT). All State and local regmt6inents must be met in accordance with Special Provision No. 7 of the General Permit. If you do hot notify tl'ie State Water Board that construction activity has been completed, you will continue to be ii4VoYced for the annual fee -each July. If you have any questions regarding permit requirements, please contact yoiii]R. gional Wa co. Board at (760) 346-7491. -Please visit the stone water web page; at www.swrcb.ca.gov/itor;rnwtr/itide*x:.itmi to obtain storm water related information and forms. Sincerely, Storm Water Section Division of Water Quality http://esmr.swrcb.ca.gov-777.8/dwq/ConSearcb,asp?Receipt=318752&search= sut>mitl=5a.:.:9/3/2003 09/03/2003 12:27 .8585519267. MATALON PAGE 01 r - , ArO lure & Planning FACSIMILE TRANSMITTAL TO: -Name: Craig White Firm: -Roel Construction FAX: (760) 564-7830 FROM: Name: Mike Matalon Firm: MATALON Architecture & Planning-' FAX: (858) 483-6787 { Total number of pages transmitted (including cover sheet): 6 ' ' If you do not receive all pages, please call (858) 483-6587 ASAP. REGARDING: Hadley Villas ' T MAP #01013.00 COMMENTS: Dear Craig, ' Per our discussion today, please find attached the +Grading Plan Application, Checklist, Cost Estimate (Civil), and List of Professionals. Should you have any questions, please do not hesitate to give me a call. Thank You, Mike Ma -talon 09.03.03 TIME: 1:05 pm BY: mbm + - 910 Grand Avenue, SuNe 2W !1 San Diego, California 921091(W) 48,3-MT I (FAX) 03.4787 t Ci ,of La Ouinta j Prere uisites for Gradin •g g Permit- Issuance Checklist,. Ifyou'have questions regarding the City's plan checking process or need assistance regarding any of the prerequisite items on this checklist, see Prerequisites for Grading Permit Issuance - Instructions or contact the Assistant Engineer I at (760) 777-7089.' j�//-�%� 1. Environmental Assessment,: v�..Y ' '�` c�?;�1!�D . • , .� ....P4%� ...... ................. .........9 6 2. Archaeology Study. (.!...�: =. . m !�1�n2� ............................ 1. 3. Approved Project Concept:. `. IC `.: :. "{ J• ; � 1..... !; ................. ............ 4: Compliance wit" h special reC s of A�-- uisiteroyal tied to grading �f-G' . g g / //..........�1....� ...... 5. Approved grading plan}and,soils report" . !..:. l : ........ N` Third partyroval(s) for offsite'grad�ng......•�•n .�1r,;%�L. _ �.�.. . Third .�a royal s tfor acce t� ance of �( O.�S Q party PP O p dramage...... ,.01/ ...........:.. 8. Approved Fugf �ii�ve D,.ust (PM10) Mitiga' tion Plan ' ,t(��%1 �l1�`1�%13 ' 9. Approved Storm Water. Zollutid4hreventi"on Pla SY�� q�. '� ` • 1gt'0{. PDES General Permit,_ f.Intent (NOI) .f%.•�u�/.-eG,,di (/�"/ /�' Xb, bf 3+''S ai+"r.. g'M. •. Y k{ .y1,4.. •+d'4++T .�. b 'y -,:7t• •••••••.�••'•❑. 11. Li$Professional's��}-Y. < !/t°. /��tv/! t5/��f U�{ *.h' m ��' t Surveyor- +f:^a :- r yx' ;rw&.. ... ..... u SoilsWfik offolin.6tog�st Ar-chaeologM ,» . PP g `Pe m it. _; -.....��. ,.,... 12. A hca]tion for Gradin �L![a�..`�-IF � �,�::t��.'• ."• ......... Al surance Certificate......../F-Z ze!fw, , b. •� G�������� ;� , :, .. �1-,.....� :.... . ........... ...... 14 City .B�sslLicense:....`��(� FEES &D�SITS -6`•°� . ?' ;„», � ,_i��.:.�.,.)`�::��..� �`.: a J _ 1 2 15. Basic Fees - �� �+ � •/ '� ���:^° %� OZ /� �• Y Plan Checking�Eee u/...../.........`.f...(p..l...9 Grading Permit Fee'. , � ? ........................................................................'' r�-� 16. ringe-toed Lizard Fee.:. ��/ ^{/ 17. As -Built plan security deposit (.• ..•..i ���� Fir •.;�• •�..... ...........................❑ 18. Fugitive D stontrol Security • •. •.••• ••.• • •• •• •.• • ••••• •..•••........... ❑ 19. rading Security (Bond or De posit) .............. .............................................. ........ .❑ F109 a 7� f 12/ 2 - Page 1 of 7'' x �` J fi s. APPLICANT: TELEPHONE 714 779 3828', DIN r 24230 ' APPLICANT FAX Y 714 779 3829 DEVELOPMENT TYPE TM T PROJ,ENG TELEPHONE 714 779 3828 RTSN PROD ENGINEER FAX 714 779-3829' .PLAN CHECK ITEM PRECISE GRADING ; TO FROM PROJECT NAME I HADLEY VILLAS 1 CITY ENGINEER RAOUL,MARTINEZ PLAN CHECKER ,9/5/2002 10/1/2002 PLANCHECKBOX COMM DEVELOPMENT 9/5/2002 9/13/2002 -PROJECT ENG FIRM NAME DCI,ENGINEERING �, DEVELOPER/ ENG - , 10/1/2002 PROJECT ENGINEER,MEGAN GELLMAN TO FROM PROJ ENG EMAIL ADDRESS I 2 s : `NO OF SHEETS 9 , DEVELOPER/ENG 10/1/12002 11/8/2o0z ; PLAN CHECKER 1.1/8/2002 11/26/200 PLAN CHECK FEE AMOUNT.'s $6,750.00 COMM DEVELOPMENT', BUILDING/SAFETY MYLAR TO PLAN'CHECKER 7/22/20031 PROJECT CITY ENGINEER 'MYLAR FROM PLAN CHECKER 7/30/20031 APPROVED MYLAR TO,CITY+ENGINEER 7/30/2003 Rj „ TO FROM _MYLAR APPROVED 7/31/2003 YES MYLAR FROM DEVELOPER/E _ 7/22/2003 DEVELOPER/ENG 11/26/200, 3/26/2003 . -SCANNED PLAN 'S,ET'NUMBER: 03084 : , PLAN CHECKER - 3/26/2003 4/.17/2003 COMWDEVELOPMELLD INTERNAL'PLAN CHECK; ' CURRENT BUILDING/SAFETY EXTERNAL,PLAN>CHECK -. INACTIVE CITY,ENGINEER." NOTES TO FROM' 09/16/2002 COMMENTS FROM COMMUNITY DEVELOPMENT WERE�TRANSMITTED'TO_ ENGINEER -FOR REVIEW (SEE FOLDER) JGJ'10/18/2002INVOICE 0026956 PROJ 15867,.79 DEVELOPER/ENG 4/17/2003 6/18/2003 THIS INVOICE AMOUNT $4050.00_BALANCE$2700.00 02/04/2003 PAID,INVOICE 85%OF PLAN -:CHECKER. 6/18/2003 ; 7/3/2003: FLAN CHECK SERVICES IN THE.AMOUNT•OF 1687:50 BALANCE 1012.50 04/23/2003 SEND A COP"Y,OF THE RECENT SUBMITTTAL TO,BERT AT.BUILDING AND SAFETY FOR HIS COMM`DEVECQPMENT. REVIEW. - 7/22/03 RECEIVED DIRECTLY FROM PROJECT ENGINEER BY B&H FOR SIXTH:, BUILDING/SAFETY ,'a- PLAN CHECL. -= 7/23/03 RECEIVED LETTER OF APPROVAL FROM B&H. 7/28/03 JESSE- . CITY, ENGINEER" HAS MYALRS .. TO'-: FROM DEVELOPER/ENGy 7/3/2003 7/18/2003 _. PLAN CHECKER.- COMM'DEVELOPMENT BUILDING/SAFETY CITY ENGINEER'z BN ACCOUNTI. '• :15867.79 SEARCH.CURRENT�PLAN CHECK ITEMS: ;CLICK THE BUTTONS BELOW INVOICES 65%.DATE SENT -AMOUNT PAID ' BALANCE ' " " INVOICE ' ;:STATUS *„, 4 E4 €�" ❑� �' $4,050:00 $2,700°00 `n �+ h CURRENTy1 ih kPLAN CHECK�NUMBER` IN I INVOICE'- 85`% ,DATE;SENT, AMOUNT,PAID': 'BALANCE INVOICE k 'STATUS' $1;687:50;. ..$1,012.50 27744; (. CURRENT �I `PROJECT7NAME a INVOICE: 100_ ' DATE;SENT AMOUNT PAID • :BALANCE INVOICE �� ,STATUS �/ a ❑ 5/1/2003 1012.50 0:00 2 7' I` a `°CURRENT ) ":- w �� $ _ ,.. ... `9. k '. e'i ,. TRAGTNUMBERz — 95 $ �9 1 _ !.-..¢.;; i.3..., i. Fi n, e.:, uf';,,✓.:.1" _ 4s ;Fw"e. �':" ! . WITS.; 'E ..: i .. '. E' Ens .sr ..,....� �v ( Sark"i?: i; ... .. _....._-: a�.f r<s�., - PLAN CHECK NUMBER 02116 r 09/15/2003- 13:39 7147793829 DCI ENGINEERING PAGE 01 DCI ENGINEERING, INC. LAND SURVEYING & CIVIL ENGINEERING FAX TRANSMITTAL TO: JOB NUMBER: DATE: 0155 15-Sep-03 City Of La Quints PAGES ro Fo��ow ATTENTION: 7.8495 Calle Tampico - 2 Jessie -Jimenez .La Quinta, CA 92253 REGARDING---- SCPH"Hadley Villas E PHONE NUMBER: FAX NUMBER: 760=7T7=7075 THE FOLLOWING ITEMS ARE FOR YOUR: ACTION USE a REVIEW F-] REVIEW/COMMENT n APPROVAL ElDISTRIBUTION ❑ FILES ' PER REQUEST OTHER ® ORIGINAL TO FOLLOW BY MAIL REMARKS: If you do not receive all pages, please notify sender immediately. - 5100 East La Palma Avenue,.Suits 117, Anahelm,Hills,TCA 92807 714.779.3828 FAX 714.779.3829 .' 09/15/2003 13:39 . 7147793829 Dq, DCI ENGINEERING PAGE 02 5100 East La Palma Avenue Suite 117 Anaheim Hills, CA 92807 714.779.3828 tel 714.779.3829 f yx PRELIMINARY ENGINEER'S COST ESTIMATE Grading .. Hadley Villas SCPH Senior Housing 10 September 03 Q�pFESS/� - BOO j • MAC �� F co,�. a N0, 12502 EXP. 3 31 2005 qTF GF O GRADING: I. ROUGH GRADING.(CUT/FILL) 4,700 CY $3/CY 2. CLEAR AND GRUB 9 AC @ $1000/AC 3. FINE GRADING 340,000 SF @ $0.10/SF ONSITE IMPROVEMENTS: 1. 2.5" AC OVER 4" AB (TYPE B) 23,885 SF @,$2.60/SF 2. 3" AC OVER 4" AB (TYPE B) 58;728 sf @ $3.00/SF 3. 5" PCC OVER 4" AB (TYPE B)' 3,828 sf @ $10.00/SF 4. 6" CONCRETE CURB ONLY 4,200 LF @ $10.00LF 5. 6" CONCRETE CURB -AND GUTTER 1,249 LF @ $12.60/LF 6. 36" CONCRETE GUTTER 1,122 SF.@ $10.00/SF 7. 0" TO 6" OR 8" CURB FACE TRANSITION 4 EA @ $100.00/EA 8. 4" THICK CONCRETE SIDEWALK 28,166 SF @ $2.00/SF 9. TRASH ENCLOSURE 7 EA @ $2500.00/EA 10, DRIVE APPROACH TYPE C 2 EA @ $2500.00/EA 11. CURB DRAIN 2 - 4" PIPES, CASE 2 2 EA-@ $750.00/EA 12. HANDICAP RAMP 5 EA @ $500.00/EA 13. REMOVE EXIST. CURB, GUTTER & SIDEWALK, 111 LF @ $10.00/LF 14. REMOVE EXIST. AC PUMP; REPLACE W/FULL DEPTH AC 111-LF @ $5.00/1-F 15. REMOVE EXISTING TREE 1 EA @ $150.00/EA 16. UTILITY TRENCH REPAIR CASE II 5 EA @ $1000.00/EA 17. HANDICAP RAMP 1 EA @ $500.00/EA 18. BLOCK WALL 945 LF'@ $60.00/LF 19. HANDICAP SIGN 10 EA @ $50.00/EA 20. HEADWALL AND RIP RAP 2 EA @ $5000.00/EA Page 1 of 2 $14,100.00 $9,000.00 $34,000.00 $62,101.00 $170,184.00 $38,280.60 $42,000.00 $16,612.00 $11,220.00 $400,00, $66,332.00 $17,500.00 $5,000.00 $1,500.00 $2, 500.00 $1,110.00 $560.00 $150.00 $5, 000.00 $500.00 $66,700.00. . $500.00 $10,000.00 09/15/2003. 13:39 7147793829 DCI ENGINEERING, STORM DRAIN: 21. CURB OPENING CATCH BASIN, W=3.5" V=4" 22. 9"x9" AREA DRAIN 23. 4" AREA DRAIN 24. 4" AREA DRAIN 26. 12" PVC DRAINPIPE 26, 8" PVC DRAIN PIPE 27. 6" PVC DRAIN PIPE 28. 4" PVC DRAIN PIPE 29. SAND FILTER WATER. 34. 8" PVC WATER LINE 35. CONCRETE THRUST BLOCK 36. 90" CI BEND 37. 45" CI BEND 38. 11 '/-" CI BEND 39., FIRE HYDRANT ASSEMBLY 40. 8"x8'x8" CI TEE 41. 2" BACKFLOW DEVICE 42. 3" BACKFLOW DEVICE 43. %' BACKFLOW DEVICE 44, 2" PVC WATER LINE 45. 3/4" PVC WATER LINE SEWER: 50. CLEAN OUT AT EXISTING 6" LATERAL AT PL. 51. 8" PVC SEWER LINE 52. 6" PVC SEWER LINE 53. 4" PVC SEWER LINE 54. CLEAN OUT Page 2 of 2 PAGE 03 4 EA @ '$2500.00/EA $10.000.00 16 EA @ $100.00/EA $1,600.00 6 EA @.$50.00/EA $300.00 16 LF @ $50:00/EA $800.00 , 632 LF @ $20.00/LF $12.640.00 430 LF @ $15.00/LF $6,450.00 2563 LF @ $10.00/LF $25,630.00 2250 LF @ $10.00/LF $22,500.00 2 EA @ $5000.00/EA $10,000.00 685 LF @ $25.00/LF $17,125.00 18 EA @ $260.00/EA $4,750.00 3 EA @ $500.00/EA $1,500.00 6 EA @ $500.00/EA $3,000.00 6 EA @ $500.00/EA $3,000.00 4 EA @ $2500.00/EA $10,000.00 1 EA @ $750.00/EA $750.00 2 EA @ $1000.00/EA $2,000.00 1 EA @ $1500.00/EA $1,500.00 1 EA @'$750.00/EA $750.00 854 LF @ $10.00/LF $8,540.00 230 LF @ $10.00/LF $2,300.00 1 EA @ $1000.00/EA $1,000.00 257 LF @ $20.00/LF $5,140,00 471 LF @ $15.00/LF $7,065.00 140 LF'@ $10.00/LF $1,400.00 12 EA @ $500.00/EA $6,000.00 SUB -TOTAL $702,289.00 10% Contingency $70,228.90 $772,517.90 0155 grading prelim cost es•t r• � rJ�ciciclr,PcPcPcPPrJ�cPrJ�cPrlr�cPcP�P�.PcPcPcPcJ�cPcPcl�cPcJ�rJ�cPcPrJ�cPcPrJr1�rJ��PcP�PcPcPcPcPrJ�cPcPEPcPcPcPcPcPrJ�cPclrJ�rlcPcPr�cPcPcPcPcPcPcPrJ�cPEPcPcPcPcPcPcP[.P�J�cPcPcPr�cPcPrJ��PcP�PcPcPcPcPr��PcP�.PcPrJcPcPrJ�EPr�cPcP�PcPEPcPcP O 5 ; r BUSINESS LICENSE CERTIFICATE NONTRANSFERABLE 5 5 CITY OF LA QUINTA 5 5 The Licensee named herein having paid to the City of La Ouinta all fees required, license is hereby granted said Licensee to transact the 5 5 business herein set forth, for therperiod stated, in comformity with the Provisions of Ordinance No. 2 of this city. This License is issued 5 5 without verification that the licensee is subject to or exempt from licensing by the State of California. NUMBER 5 5 5 LOC: 78401 HIGHWAY 111, SUITE S 03687 5 5 LA QUINTA,CA 92253— 5 515 - • 5 rs 11 5 5 BUSINESS LICENSE ID TYPE ISSUED EXPIRES 5 5 ROEL CONSTRUCTION COMPA 1500 06/19/03 07/07/04 5 5 GENERAL CONTRACTOR 5 5 uceNseE: PLEASE POST IN A ROEL CONSTRUCTION COMPANY INC. 5 �. CONSPICUOUS PLACE' 5 5 P.O. BOX 80216 5 N SAN DIEGO, CA.92276— 5 CONTROL NO. 15992 5 B PcQ PrJ@PEItPEPcP�PrPCCPd&UPE A 0 • r. State Of California CONTRACTORS STATE LICENSE BOARD ACTIVE LICENSE Affairs w.a.184531 CORP+n w..:dMM ROEL CONSTRUCTION CO INC } r rH.e.r.r.p 6 C-8 HIC E•..wn ur. 07/31/2005 r DATE GORU. CERTIFICATE OF LIABILITY INSURANCE 02/0312/03/M/DD/YYY(J 03 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION John Burnham Insurance Svcs. 7 - ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CA LiC 0099753 / 750 B St, #2400 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. San Diego, CA 92101 619 231-1010 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURERA: St. Paul Fire and Marine Ins. Co. Roel Construction Company, Inc INSURER B: 3366 Kurtz Street INSURER C: San Diego, CA 92110 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS'SHOW..I MAY HAVE BEEN -REDUCED -BY PAID CLAIMS. INSRLTR OD'dPOUCY NSR TYPE OF INSURANCE POLICY NUMBER EFFECTIVE DATE MM/DD POLICY EXPIRATION DATE MM/DD/Y`( LIMITS A GENERAL LIABILITY KC006100034 02/01 /03 02/01/04 EACH OCCURRENCE $1 00O 000" COMMERCIAL GENERAL LIABILITY CLAIMS MADE 7 OCCUR N DAMAGE TO RENTED PR MI zS a occurrence) $100000 MED EXP (Any one person) $5 000 -2 - PERSONAL & ADV INJURY $2 000 000 GENERAL AGGREGATE $2 00O 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG s2,000,000 POLICY X PROJECT LOC A AUTOMOBILE LIABILITY ANY AUTO KC006100034 02/01/03 02/01/04 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS X PROPERTY DAMAGE (Per accident) $ " GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ ' AUTO ONLY: AGG A EXCESS/UMBRELLA LIABILITY KC006100034 02/01/03 02/01/04 EACH OCCURRENCE $20000j000 OCCUR CLAIMS MADE AGGREGATE s20,000,060 $ DEDUCTIBLE $ X RETENTION $ 10000 WORKERS COMPENSATION AND _ WC STATU- OTH- EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ E.L. DISEASE • EA EMPLOYE $ OFFICER/MEMBER EXCLUDED? If yes. describe under SPECIAL PROVISIONS below I E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED.BY ENDORSEMENT / SPECIAL PROVISIONS —EVIDENCE OF COVERAGE ONLY— # of Days Cancel Notice:RO %.CK I IrltrA I t MULUtK GANL rLLA I IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION FOR EVIDENCE OF COVERAGE ONLY DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR AUT�{QRIZED I11�.6 ACORD 25 (2001/08) 1 of 2 1 #M7404 KAB. O ACORD CORPORATION 1988 f IMPORTANT If the' certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such. endorsement(s).. ' If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on' this certificate does not confer rights to the certificate• ' holder inAieU of such endorsement(s)... DISCLAIMER ` The. Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon: •A/://1:11® CERTIFICATE OF `INSURANCE `ISSUE DATE (MM/DD/YY) •, • , '. , .-' . , OE5;7070`':. No 9875.�j02/03/03 PRoouceR - Barney & Barney, LLC-CA LiC000�5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE Barney & Barney, InC-�A`,L 1 DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE P.O. Box 85638 R v L POLICIES BELOW. San Diego, CA 92.186-5ti� ® 5 2003 COMPANIES AFFORDING COVERAGE (858) 457-3414 L -- ZURICH-AMERICAN - AMERICAN-ZURICH COMPANY Mst#: 5845 N�-! (DEL -GO LETTER A INSURANCE CO -SEE ATTACHED COMPANY NO COVERAGE ON THIS DOCUMENT LETTER B — INSURED ROEL CONSTRUCTION CO . , INC . NO COVERAGE ON THIS DOCUMENT COMPANY `LETTER C+ P.O. BOX 8 0 216 ! NO COVERAGE ON THIS DOCUMENT COMPANY D LETTER SAN DIEGO CA 92138 • — NO COVERAGE ON THIS DOCUMENT - COMPAN Y .LETTER E COVERAGES ; THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COI TYPE OF INSURANCE POLICY NUMBER LTR� POLICY EFFECTIVE POLICY EXPIRATION! LIMITS DATE (MM/DD/YY) ! DATE (MM/OD/YY) tGENERAL LIABILITY I I I I GENERAL AGGREGATE I $ * * * * * * * * * O I COMMERCIAL GENERAL LIABILITY 1 IPRODUCTS-COMP/OP AGG. ! $ * * * * * * * * * O I _ CLAIMS MADE OCCUR. ! NO COVERAGE ! PERSONAL & ADV. INJURY : $ * * * * * * * * * O OWNER'S 8 CONTRACTOR'S PROT ! I �_—__--_---___ r-- --- -- ---- -- EACH OCCURRENCE �` * * *'h * * * * O — ! $ FIRE DAMAGE (Any one fire) $ O i i I I MED. EXPENSE (Any one I: son)i $ '* * * * * * * * O AUTOMOBILE LIABILITY .` 1 ANY AUTO ! 1 COMBINED SINGLE j LIMIT $ * * * * * * * * * 0 _--� ALL OWNED AUTOS i I SCHEDULED AUTOS I BODILY INJURY f ! (Per person) $ * * * * * * * * * 0 ' HIRED AUTOS NO COVERAGEBO r _ _—.-- ------ -- --------- ----•_.._.-_-__-_ ^-- ' NON -OWNED AUTOS ; i j (PeerO cILY cident)RY $ * * * * * * * * * 0 L—� GARAGE LIABILITY 1 ----------....----------!------------------------ j i I PROPERTY DAMAGE EXCESS LIABILITY f 1 ! EACH OCCURRENCE $ * * * * * * * * * 0 UMBRELLA FORM t NO COVERAGE �- OTHER THAN UMBRELLA FORM LAGGREGATE$ O I WORKER'S COMPENSATION I ! CA�STATUTORY LIMITS __ WC3676619-00 AND i 02/01/0311 02/01/04[EACHACCIDENT 0'00 000 I I EMPLOYERS' LIABILITY _Is*tl —.00 j I }�DISEASE - POLCY LIMIT —$* 1, 000,000 �$ I I ; DISEASE - EACH EMPLOYEE F 1, 000,000 I OTHER NO COVERAGE j DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / SPECIAL ITEMS ' CERTIFICATE HOLDER'.: ..•. ., :' ': ' :: ;._: ,..,. n•: ;`r.',-4. CANCELLATION' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO EVIDENCE OF INSURANCE MAIL _3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. P.O. BOX 80216 SAN DIEGO CA 92138 AUTHORIZED REPRES IVE Fa ACORD 25-5 /90):3' .-;r<v^®ACORD CORPORATION 1990 WEEKLY INSPECTION REPORT PROJECT NAME 1069 �Gr DIN PERMIT NO.' `�' PLAN SET NO. INSPECTOR DATE JOURNAL OF NOTABLE ACTIVITY & ACTION /o- f''ele/eti flwc.y PfLv-,�. SG(�/eyc gSin /�l l(� - 2 � -e'LCJ' � TAX, h /.7�ds✓ rir NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION). aae 1 of 2