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4307NOTE: - With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA 1a APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I II DATE: 10-28�20©� Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Northwest Corner of US 0shmay III & Jefferson 99Cents ONly Center r (Street address or Description of Location) Grade Site in preparation for event a1 a-o, ing PURPOSE OF CONSTRUCTION Sketch (attach ptistruction plans if appropriate) center construction + � +.a ("PSU 01.1 4G , vo�..�f,,- �. DESCRIPTION OF CONSTRUCTION rrecise Grading am urax agCa A 9 �) � � w DIMENSION OF INSTALLATION OR REMOVAL C D,IUUU by o;t Land Area �1 ( ry ✓� ' e' A, , a SIZE OF EXCAVATION, IF NEEDED APPOROXoIIMATElBTIM EN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION —4-2O 5 ESTIMATED CONSTRUCTION COST $ 94,942.UO (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Fn L f Vo19""_ C12".67 „ Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. REA LA QUINTA LLC 7 THOMAS HA'BORIZORN Signat_ute' of Applicant or Agent 5010 Norbh Parkway Calabacaas 818-223-3300 Name of Applicant (please print) Business Address-Y,40phone No. M100REFIELD CONSTRUCTION, INC. 3415 South Sepelveda 310-390-9400 Name of Contractor and Job Foreman Business Address Telephone No. 397892 Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs " Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 14,848.26 II 100.00 Permit Fee Penalty Cash Deposit -Surety Bond if required AS BUILT TOTAL: Receipt No. `a Received by $ 15,948.26 Date P` 430 PERMIT VALIDATION 4307 PERMIT NO. DATE APPROVED EXPIRATION DATE I2/11 /2 DATE IkSU y1, , W a � 7. 1 / 7 1 B�LC��� Administrative Authority Recorded by 11 Telephone: (760) 777-7075 PERMIT NO.4307 Jefferson 99 Cent Store/Precise Grading.4 PM10/Parcel No. 28573 In addition to the. standard permit conditions, the following shall apply: L Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 16 § .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.. Moorefield. Construction, Inc, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. This -permit or copy of it shall be on the work site for inspection, during the actual work performed. 4. Prior to performing construction work or closing any lanes, the permittee shall call the City at (760) 777-7089 at least 48hrs prior to work and request an appointment for a preconstruction meeting.with the City Inspection staff. 5. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris; the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site: 6. Streets shall be kept clean. They shall be completely.cle.aned at the end of each working day and more frequently, if required. 7. 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 lst to April Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00.p.m. May 1st to September 30: Monday -Friday 6:00 a.m: to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work -shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up.traffic control devices) is not permitted on any Arterial - street (ie any 4 lane•street) before 8:00 a.m. 8. Work within 5.00 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 Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. Page I of 5 Special Conditions PERMIT NO.4307 Jefferson 99 Cent Store/Precise Grading & PM10/Parcel-No. 28573 9. 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. 10. 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. -Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 198.2), street closures shall not be permitted. A minimum of two (2) travel lanes of.paved surface shall be maintained at all times. 11. Prior to excavating, if required,.the Permittee shall contact Underground Service Alert at 1-800-422- 4131 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. 12. 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.. 13. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1"(part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1:3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum. compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the�following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at 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. Spedial Conditions Page 2 of 5 PERMIT NO.4307 Jefferson 99 Cent Store/Precise Grading & PM10/Parcel No. 28573 C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall, be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure.the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory . completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. 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 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. 14. 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. 15. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 16. Access and egress to all local properties shall be maintained at all times. 17. 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. Special Conditions. Page 3 of 5 PERMIT Nd. * 307 Jefferson 99 Cent .Store/Precise Grading & PM10/Parcel No. 28573 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''/2" max medium finish course lift for capping. Asphalt concrete mix .design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the. trenching operation located adjacent to the trench 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 0.1.0' 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 •satisfacti'on 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. 18. 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. Special Conditions Page 4 of 5 PERMIT NO..4307 Jefferson 99 Cent Store/Precise Grading &'PMIO/Parcel No. 28573 • 19. '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 subj ect street, or if this permit specifically grants permission to use. the street to deliver street construction materials and/or equipment. 20. The City of La Quinta reserves the right to revoke, suspend or void this permit,at anytime. 21. 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. 22.. 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 apermit from the City to"perform the required restoration work. r special Conditions Page 5 of 5 ! rtro City of La Quinta The following General and -Special Provisions are attached to and made a part.of Permit Number 4307 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 road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and 'work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. 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 - 7097 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 ® 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 (Y<") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check gradesupon 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 I/V) 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. 1 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 6.3.001 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 exceeda 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. a� '" } ...� f P.O. Box 1504 78-495 CALLS TAmpico (7.60) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 October 19, 2004HLE Copy, Doug Franklin The Keith:Companies 73733 Fred Waring Drive, Suite 100 Palm Desert, CA 92260 RE: Storm Water Pollution Prevention Plan for Jefferson Plaza — Parcel 4 of PM 2857.3 Dear Mr. Franklin: The Public, Works/Engineering Department has approved the Storm Water Pollution Prevention Plan (SWPPP), manual, dated July, 2004 prepared by The Keith Companies for the. subject development. This mapual provides additional provisions and specifications for the primary SWPPP, provided in The Keith Companies drawing SWP305401. , -This .letter will be scanned, and given the file designation xxxx-swpppspec.tif in order to, formally complete the plan. set approval process. If you have any additional questions, please feel free to contact me at (760) 777-7042. Sincerely,_ Imothy R. o so P.E. Public Works Director/City Engineer CITY. Of LA QUINTA TRJ/pdg Plan Set No. 041 Z3 T-VWDEP sTAFPMMZ ANctaca-CF=U PWDns =SPecw PROWSM- PIPPAPPROVAunoc Page I of I �- 1`i1 cuuY gnu la: uy MA IN I'17 7155 City AU ll n CJ 7. MTWELNT oe ss A►PPI,�CA"N FOR PERM Date- IT Location of Construction It H W l 4ro410 Say/ moose of Coal traction: RA 1't i I n+ 7pR L 7�QV 66tt_: o N Description of Constalction; TP Ise 14rtR)wAf66 - Dimension of I"WIRtion'or Removal: 2 To 0 00 see. P't% of GANG Approximate Construction Start DApo ate: Cowt�nroated Construction Completion bate: • p. p 14 w w. tea Construction Costs S M' 9 4 • ewe p`m'"at �:cJoaa dtereenry et.0 m.�s, aod.d'eDti; dock.LltLn6r . ..atk;,a • . mmp.�ee.na . ContactNattie:TFkM&T o �J . N -- Phone Number. 310: Name of Applicant: " eA L AppliLC- cant Address: 501 o N PAA.Kuv Applicant TelephoneNumber. 0O. Name of Contractor: M oo RE CW S4 G-n AN Conhactorcontractor reAddress: � S', SEp1,1W06A C epbone Number 021 f 0 .3Td 9V a d t� Contractor State Y:icense Nunnbea: © C=6*i tot City B ' • ��,,,� ,,. � usinrss License Number: • • • � C ry o IN SURANCZ ' Applicant or Connaam General Liability Insurance A PR Company. �4K : • APpuc=-.or Contractor General Liability Insurance Policy Number. otrog vse oat Amigod Pamir N�wbe� s. tit F (9 7 lQ o Jva Woa<~ • • A94101 %000 0" —.-A Data: Depaait see Iffi1° Ctadit Date i rarwr,T& o ' 90 39Vd NNVWHI831 i 6LB60BZ606T 90�vT. D00L/9L/0Z t 09/14/2004 02:`24 y 17145680012 'PAGE. 02 ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COSTS THE 99 CENT STORE AT LA QUINTA PARCEL MAP No. 28573 SUMMARY OF COST IMPROVEMENTS PREPARED BY: THE KEITH COMPANIES, PALM DESERT ' TKC JOB No. 3054.00 , AUGUST-3, 2004 PRECISE GR_ APING DESCRIPTION QUANTITY UNITS UNIT- TOTAL COST COST 3" AC OVER 4.5" THICK CRUSHED AGGREGATE BASE 102,000 SF $ 1.15 $ , 117,300. 4.5" AC OVER 5.5" THICK CRUSHED AGGREGATE BASE 47,700- SF $ 1.67 .$ 79,669 4" THICK PCC SIDItWALK 12,800 ' SF $ 2.50 $ 32,000 6" THICK PCC PAVEMENT OVER 6" AGGREGATE BASE 2,790 SF $ 4.00 $ 11;160 - 6" PCC.MEDIAN CURB -5,540 LF S 8.00 S 44,320, 6" PCC CURB AND GUTTER LF _ $ 10.00 $ 9,510 CURB AND GUTTER TRANSITION .951 1 EA $ 500.00 $ 500 TYPE "A".PLANTER ISLAND 16 EA $ 288.00. $ 4,608 4VIIIDE CONCRETE; RIBBON GUTTER 834 SF $ 4.00 $ ' 3,336 , HANDICAP ACCESS RAMP' 9 EA $ 760.00 $ 6,150 6" DIAMETER PIPE; BOLLARD 11 EA S 150.00 $ 1,650 HANDICAP STRIPING/SIGNAGE PER STALL 12 EA $ 250.00 $ 3,000. 4".WHITE PARKING STRIPES 5,970 LF " $ 0.20 $ 1,194 AC PAVEMENT EDGE'(REDWOOD HEADER) 52 LF $ s 1.00 -$ 52 LOCAL DEPRESSION 76 'EA. $ . 500,00 $ 3,000 SAWCUT AND REPLACE IN KIND 2' MIN: AC PAVEMENT 1,670 LF 4,50' $ 7,516 SAWCUT.AND REMOVE EX: CURB & GUTTER 321 LF $ 10,00, $ 3,210 " 18" ADS N-12 HDPE PIPE 40 LF' $ 22.00 $ 880. 18" RCP (D-LOAD=2000). 298 LF $ `42.00 $ F 12,432 ' 24" RCP (D-LOAD=1750) 133 LF'% $ 45.00. $ ,, 5,985 30" RCP (D-LOAD=1750) 880 LF $ 48.00 $ 42,240 36" RCP (D-LOAD,1750) 49 LF $ 54.00 $ 2,646 JUNCTION STRUCTURE WITH MANHOLE 2 EA . $ 8,060,00 $ 10,000 • -- COMBINATION CATCH. BASIN/DRYWELL 1 EA $ 8,000-00 $ 8,000 ,. D3638 BROOKS CIUICKSET CATCH BASIN/LOCAL DEPRESSIOIs 1 EA $ 5,000.00 $ 5,000, CURB INLET CATCH BASIN - 6. EA ' .$ 3,000.00 $ `-•.18,000. ' THROUGH CURB DRAIN 22 EA $ ° 250.60 $ 51500 RELOCATE EXIS-'ING LIGHT AND POLE H 3 EA`" $ 3.600,00 $ 10,500., ' SUBTOTAL $ 449,947 a 10'/a CONTINGENCY Q�FESS/p � 44,994.70 TOTAL E;:STIMATE=D COST ' oZ NQ.8188! $ 494,942 9rFOF,IV - AUG 1 8 ?004 73-733 FRED WARING DRIVE, -SUITE 100 PALM DESERT, CA 92260 9EIAN&HEWIQ,gR (760) 346-9844 FAX: (760) 346�9368 9AIMANA 10/28/2004 •11:52.- 17607756413 SUNCAL COMPANIES PAGE 02 1V/2S/2004 11:27 FAY 760 346 9366 TKC Palm Desert fJ002 The Keith Companles AGREEMENT FOR. PROFESSIONAL SERVICES Agreement entered into at: Palm Desert, California on ' 10/28/04 by and betwccn, CONSULTANT CLIENT The )Keith Companies, Inc. FIRM:, Palm ber=t Divisions FWM; Nomfield Consti:uctaon, Inc. ADDRESS. 73-733 Fred Waring Dr., Suite 100 ADDRESS: 3415 S- Sepulveda Blvd. .CITY:. Palm Assert CYT'Yi Los Angeles ' STATEIZIP: CA 92260 STATE/ZIP- CA 90034 CONTACT Mike Peroni CONTACT: NIAe Moorefield PHONE: n 760-346-9844 / f 760-346-9368 PHONE; For project known as: 8 ac Jefferson Places Project Scope of Work: See attac'kted ktter dated October 27, 2-004. See additional description of services in Exhibit n/a, Compensations: Client agrees to compensate Consultant as follows: Agreement Amount: $7,1.70 90 See Exbibit A for additional cost information. Invoice Basis: ® Fixed fee: $ 170.00 Invoiced trwnthly on a paircntugc completion basis. © T&M Fistimated Budget: $ Invoiced monthly on a T&M basis up to the budget amount. T&M NTE : $2 00A0 Invoices blot To Exceed the aoreemertt amount for specified Scope of Work. [� Monthly on a T&M basis ❑ Percentag*e of Construction: Invoiced monthly on apercetrtage completion basis.. °/p of estimated Construction value of $ GENERAL TERMS AND-CONID1Sr ONS d. GenwalRa;ponstbllity: a. This ,Agreement contains the entire agreement betwom Client and Consultant rolating to the project and the provision of services to the projacL Any prior agreements, promises, negotiations or representations not expressly set forth in this Agrewmt are of no force or effect. Subsequent Modifications to this Agrccmcnt shall be in writing and signed by both Client and Consultnnt b- This Agreement shall bn governed by and constructed in accor¢ancc with ilrc laws of the state in which the services am performed. c The Client and/or Consultant may terminate fibs Agreement without penalty upon Sve•(5) day written notice to tlrc other party, Client acimowledges and agrees bail. Consultant shall be paid for all services porformcd and obligations incurred by the Consultant on the Client's behalf as of the effective date of termination, d. Consultant makes no representations concerning site conditions, and Consultant is not responsible, for any liability that rnay arise out of the making or frrilum to nmkc site surveys, or subsurface; tests, or gencral testing unless specifically included In writing in this Agr:anent, 2. 1l mpowdbitity for Docomeuta And r,egpt Compliance: .a. Consultant makes no warranty, either expressed or i;nplied, as to its findings, recornmcndatinna, plans, apccifications, or pmfcssiotnl advice except that the services perfotmicd is to scncMI)y accepted standards of practice in eMct at the time ofperfommrice. 1), Tn providing sen!ices under this AV mmnent, The Consultant will endeavor to perform in a manner consistent tiridt that degree of care and skill ordinarily exercised by members of the semi prnfcssion curreritly practicing tinder similar circumstances. CLLENT.Co/YSEliTAJVTAVRiFJs'lWEIV.T ��]�`tL� I1t I Consultant1 iYlRArlSC(/FD u6r�r/JOea PAGE Iof 9 X:IPrrynmLlfff09Mo°>rfrddOotArclemMon101-le.:BCbnrratv.doc 10/28/2004 11:52 17607756413 SUNCAL COMPANIES' PAGE 10'/28/2004 11:27 FAX 780 346 9368 'TKC Palm Desert 0 003 The Keith Companiee AGREEMENT FOR PROFESSIONAL SERVICES continued i e- In providing opinions of probable construction costs (cost estimates), it is recognized that neither the Client not tine Consultant has control over the costs of labor, equipment or materials, or over the coatmetor's melhu& of dctemtining;0ecs orbiddtng. The opinion of probable construction costs is based on the Consultant's reasonable professional judgment and experience and does not constitute a warranty, cxprc5s or implied, that the contractor's bids or the negotiated price of the work will not vary from the Client's budget or t}om any opinion of probable costprepared d by the Consultant. d. This Agreamoatt is based an rho ordinances, policies, procedures, or mluiremznts in effect on the date of. the Agreement. Any additional office or field scrvims required due,to the change of sucb ordinarnces, policies, procedures, or requirt:mentS shall be paid for by Client as Extra Work. e. Client agrees that the plans, drawings or other contracted work product are prararily for the use of Client and for the Project described in this Agreement Such plans, drawings, or other work product may not be cluinged nor used h any other manner by Client without the written authoTizattio n of Consultant C All reports, drawings, specifications, computer tiles, field data, notes and other documents and instruments prepared by the Consultant as instruments of service shall remain the property of. the Consultant. The Consultant shall retain all common law, statutory and other maurvcd rights, including the copyright thereto. t'r The Client and Consultant agree that any electronic files furnished by either party shall be subject to an acceptance, period of sovaar (7) days during which the receiving party agrees to perform appropriate acceptance tests, The party furnishing the electronic file shall correct any discrepancies or errors detected and repotted within the acceptance period. After the acceptance period, the electronic files will be deemed as accepted and ncitlrcr parry will have any obligation to correct emirs or maintain electronic files.. 3• AcUoas of Others; a. Consultant shall not be liable for damages resulting from the actions or inaedohs of any governmental agencies including, but not limited to, plan processing. h. Client acknowledges that Consultant is not responsible for the performnnre or work by third parties including, but not limited to, the construction contractor or its subeanhactora. 4. 'l'crints of Pgyments: a. Consultant shall Invoice Client monthly on account of Consifltnnt's services. Client shall pay Consultant within thirty (30) days of the time of receipt of invoice from Consultant -ors account. b, Client agrees that the periodic billing from Consultsntto Client are Correct, conclusive, and binding on Client awnless Client, within fqurtFen (14) calendar days from the date of receipt of such billing, notifies Consultant in writing of alleged inaccuracies, diwirepallcies, or errors in billing. t; The Consultant shall be reimbursed, exclusive of professional fees, the direct reimbursable costs such as blueprinting, plotting, and photo work done in support of the project pleas 1556. it All meetings and/or site visits requested beyond the maximum number (indicated .tn the Scope of Work shall be billed an a Time and Materials basis as Extra work bused on the then current fee schedule. e. Client agrees that..if'Chent requests services not specified pursuant to the Scope of Worts description within this Agmcmcnt, Client Will pay for all additional sctvicco as 13m Work. L All fem and/or costa associated with or due to any governmental or review agencies arising from the services are the sole respoasNIfty of file Client. g. If Client fails to pay Consultant within thirty (30) days after invoices are rendered. Client agrees Consultant shall have the right to consider such taonpaymcrat a material breach of this Agreement, and,'at the solo option of the Cmatultant, upon five (5) days written notice, the duties, obligations, and responsibilities of Consultant sender this Agrmmcnr may be suspended or terminated. In such event, Client shall promptly pay Comsultant for all fees, charges, and services provided by Consultant h. Payment of invoices shaft not be subject to any discounts or set -offs by the Client, unless agreed to in writing by the Consultant Payment to the Consultant for services rendcrcd-and exponses incurred shall -be due and payable regardless of any subsequent suspension' or termination of this Agreement by either party. L If for any reason the Client places the project on hold, the Client shall be. held responsible for any cost imcarred by the Consultant in the demobilization or the re -starting of the project j. In the event Consultants fee schedule changes due to any increased costs resulting from the granting of wage increases recognizing a rise in the cost of living or from benefits required due to labor Agreements during the life of this Agreement, a corresponding perceutuge increase shall be applied to all remaining Agreement budgets and such Fee Schedule shall apply to subsequent Extra Woric. ' S. Indemnification and ll.labllltyt a.. The Consultant agrees to hold harmless and indemnify Client from and against liability arising out of the Comulraat's negligent acts, errors, or omissions, It is specifically tandmtood and agreed that in -no case shall the Consultant be required to pay an amount disproportional to his or her culpability, or share of anyarnoamt levied to recognize rnorc than actual economic damages. b. The Client and Consultant acknowledge that the Consultants Scope of Work does not include any services relt}ted to the presonce of any hazardous or toxic materials. in the event the Consultant or any other party encounters any hazardous or toxic materials, or should it become known to the Consultant That such materials any be.prxent on or.aboutthe.joli tc or atiy'aojjacent areas that may affect the performance ofthe Comsuttsn£s services, the Consultant may, at its option and without liability for consequential damages, sm-pcnd performance of ita services under this Agreement until such time its the Client retains appropriate Consultants or contractors to identify and abate or remove the hazardous or toxic materials and warrants that the jobsitc is in full compliance with all applicable laws and regulations, . c• The Client agrees, notwithstanding any other provision of this Agreement, to the•eutent permitted by law, to indemnify and hold ham'lless the Consultant, its officers, partners, anployces; stockholders, and ConSuttrmats• (collrx tively Consultant) from and against any and all claims, suits, dotnmrds, liability, losses, damages or east, including Tmionable attorney's fees and defense costs arising out of twin any way corriaected with any acts or errors of Client or any other party not working under the direction of Consultant; or the detection, presence, handling, removal, abatement, or disposal of any asbestos or hazardous or toxic substances, products or materials that exist on, about or adjacent to the project site, whether liability arises under breach of Ageemratt or warranty, ton, including negligence, strict liability or statutory liability or in any cause of action, except for the sole negligence or willful misconduct of the Consultant. 6. Umltation of >Liabgltyk If Consadtont's fee is equul or leas than $250,000; Client horclry agrees to limit Consultant's total professional liability for the project to the srrm of S50,000 or Consultam's fee, whichever is S=tcr. if Consultant's fee is greater than $250,000, Clicaat hereby agrees to limit Consultant's total professional liability for die project to the sum of $250.000. L`UENT-•CONSMTANT.ACRE'EMRNT Consuamnt FOAM)-rp6'D 63 bf rzf PAGE 20 f 3 X.•1Proparafa1Jb63 MeorgW" nc A,r6ep M9»fOd_!0.; 9 fpNmN,doc (� a .10/28/2004 11:52 17607756413 10/Zt3/20Q4 21:28 FAX 760 346 9368 SUNCAL,COMPANIES PAGE 04 .TBC Palm .Deselrt . 0.004 The Keith Companies AGREEMENT FOR. PROFESSIONAL SERVICES continued 7, iargtvarice: - . a. owing the term of this Agreement, Consultant shall obtain and maintain in full force, at ittt own expense, the following insurance coverage 'in not less than tho followigg amounts: L Worker's Compensation insurance relative to all Personnel engaged in perforrniPg services pursuant to this Agreement, with uovenhge nol. loss than that required by applicable law; tL Comprehensive General Liability to protect Consultant against the liability to indemnify Client us assumed by Paragraph 5A of this Agreement in the amount of $1,000,000 per octahhwcc- 111. Professional Parors and Omissions iaauratice in the amaunt.of $1,000,000 per clain42,000,000 annual aggregate. b. Certifiicatm of subject insunarcc will be made available to Client upon request. c. Each insurance policy (and certificates lhereot) obtained by 4. tinaultunt pursuant to this Agreement shall contain a clause that the insurer will provide Client with ut !cast 30 days prior written notice of any cancellation of the policy, except for cancellation due to nonpayment of premium for which 10 days notice *nil be given: 8. Legal Fees: !n the event the Client institutes a, suit against Consultant, either directly by complaint or by way of cross -complaint, including u cross - complaint for indemnity, for alleged negligence. error, omisslon, or other failure to perform, and if Client faits to•obtain •a j%idgcrncnt in the Cl lent's favor, the lawsuit is diarrrissed, or if judgemcnt is rendered in favor of Consultant, Client agrees to pay Consultant all costa of detense, including attomcy's fees, export witness fees, court costs, and any and all other expenses of defl:nse. Client agrees such payments shall be made immediately following disnni�l of the case or upon entry ol'judgement_ 9. A dgtura ot: Neither Client nor Consultant shall assign this•AFt;;;m1Mt without the prior written c0tlsfnt of the other.' 10. ' 6averabilityt ConsultaWs waiver of any team, condition, or covenant, or bn=h of any form, condition, or covenant, shall not cgnstitutc the waiver of, any other tarn, condition, or covenant, or the breach of any other term, condition. or covenant Irony term, condition, or cove rmt of thi. Awl a e nt is held by a court of canwetesnt jurisdiction to be invalid, void, or umenforombtc, the romaimng provisions of this Agreement shall be valid and binding on Client and Consultant 11. UWkrupwy: Consultant shall be entitled to immediately, and without notice, suspend the perfomnance of any and all of. its obligations pursuant to this Agrxtnent if Client fires a voluntary petition seeking relief under the United States Bankruptcy Code or if thean is an involuntary Bankruptcy petition tiled against Client in the United States Sarikvptcy Court, and that petition is not dismissed within fifteen (15) days of its filing. Arty susponsion of services made pursuant to the provisions of this paragraph shall continue until such time as. this Agreement has been fully and properly assumed in accordance with the applicable provisions of the United Suites Bankruptcy Code and in corroliance with the final order or judgment issued by the 13anlcruptoy Court, 12. Delays. .Consultant is not responsible for delay caascd by activities or factors.beyond the Consultant's reasonable control, including but not limited to, delays by season of strt'kes, luctrouts, work slowdowns or stoppuges, accidents, uct9 of God, fnilurc of Client to t4mi9h timely information or approve or disapprove of Consultant's ser4ices or work product promptly, faulty petfomtance by Client or other contractors or government agencies. Whcn such delays beyond the Consultant's reasonable control occur, Client agrees Consultant is not responsible for damages nor siren Consultant be deemed to be in default of INS Agreement. 13. ' Nedintiont In an effort to resolve any conflicts that arise during the design and construction of the Project pr foliowing the cornplctim of the Projcct, the Client and the Consultant agree that all disputes between tlncln arising out of or relating to this Agreement or the Project shall be uubtnitW to nonbinding tttedialion, . 14. Asibltration: to the event the..porties to this Agreement arc unable to teach a settlement of any dispute arising out of this •Agreerrtent, in accordance with Paragraph 13. then such disputes will be settled by binding arbitration in accordance with the rules set forth in the Construction Industry Arbitration Rules of the American Arbitration Association. 15. . Non,%ficitation: The Client is expressly prohibited during the twTit of and for one year following this Agreement, and will be considered a material breach oftbis Agreement, to solicit for the putposss of 4mployment an employee of the Consultimt without the prior written consent of the Consultant. "]PROVED AND ACCEPTED BY: The Keith Companies, Inc. Palm Desert Division Moorefield Construction, Inc. 77e L-- �x'e Dan Ruiz Fruited Name vice -President, Palm Desert Division Title 5663 Propostttl/Cont tact Number �xM.rssuFn oan_sn_eaoe ,1 nested Name Title Client Contract Number C(JWNT-CONNUZ7"ANT AGR.E,t MRJVT PAGE 3qf 3 10/28/2004 11:52 17607756413 10/,28/2004.11:28 FAX 760 346 9368 i. i ,October 27, 2004 . SUNCAL COMPANIES TKC Palm Desert PAGE 05 0 005 Mr. Mike Moorefield Moorefield Construction, Inc. 3415 S. Sepulveda Blvd., . Suite`SSO. LosAngeles, CA 90034 Imo: ArchAeological Monitoring of approxiWaiely 8 acres of land for the proposed Jefferson Plio= project, located in the aaortheastun area of the City, of La Quints, California, Some limited arcaeologial monitoring is warranted at the project site because this area has been designated by the City of La Quints as hawing very high archeological sensitivity; the,area is sitaastid adja'cent' to the shoreline.of ancientLake Cahudla, and many prehistoric archaeological sites are clustered in dais area. Dear Mr. Moorefield, '[be Keith Coiiparnes (TKC) appreciates the opportunity to submit a scope of work and cost estimate for - the required archaeological monitoring of the small Jeffemon Plaza Project site ()Parcel 2, Phase 2) located to the west of the Home Depot Property, in the northeastern area of the City. of La Quinta, California. The subject property is in the northwest area of the junction of S.H. 1 I I and. Jefferson Street, in the northeastern'/a of Section 29, Township 6 South, Range 7 East, SBBM. As reviewed briefly below, the project site is within a region considered to have very high archaeolod cal sensitivity. Because of the presence of many prehistoric sites in this area, following guidelines of the Califortria. Environmental Quality Act (CEQA) (P.R.C- See 210831), the City of La Quints requires that a, qualifiedarchaeological monitor trust be retained during initial mass grading and trenching of properties in this area. The subjeot property was surveyed in 1996 by TKC archaeologists, who discovered one prehistoric site (CA,-RIV-5828) directly to the` north; this site consists of a dispersed scatter of prehistoric ceramic sherds, several fire -affected rocks, and some concen.trat:ions of burnt clay. In the 1996 report it was mentioned that although the land had been previously graded, a light scatter of ceramic sherds was round across the entire property. Wben this survey was conducted'eight years ago, a total of 41 archaeological sites had been recorded within a one -mile radius of the project area; in subsequent years over twice this number of sites have probably been recorded within a one-rnil.e radius. This area of La Quinta is adjacent to the shoreline of ancient Lake Cahuilla (A.D.. 900-1680), a giant prehistoric fresh water lake that spanned from about the La Quinta area in the northwest to below the Mexican border. The current Salton Sea takes up only a small w..•ea of the ancient lakebed. The high-water mark of the ancient.lake generally follows the.42' above sea level contour, whirl, is about'/i-mile to the east of; the project site. for many geioerations (about 700 years) ancient village sites, fishing camps, and resource areas were situated all along the old shoreline, generally within a distance of about one -mule from the shoreline_ The La Quinta Myorna region was an especially preferred area perhaps due to the rock outcrops, high rotting sand dunes, heavy mesquite thickets, and lakeside marshesAag0000ns; this aata appears I Of 6 Conaultant Client X.90-oposa1xU663 Maorqfsel(P6 he Arcbeo Mon104-10-1S Conrract lxaar.dac 10/28/2004 11:52- 17607756413 10/28/2004 11:29 FAX 760 046 9368 SUNCAL COMPANIES. TKC Palm Desert, PAGE 06 16 006 to have been the most heavily populated region around the lake. The shifting sand dunes throughout this dynanuc area have both exposed and covered. prehistoric sites. An appropriate monitoring program for this small parcel would entail having a single monitor at the site during initial ground clearing and mass grading (with four hours assigned to the Pl on the first day of grading), and then some limited monitoring dozing the excavation of water and sewer lines, drainage features,. and other deep excavations_ If several "heads"/fronts are being graded or trenched at the same time, more than one monitor maybe required. At this period it is not known if many artifacts will be exposed during grading, although it is likely that at least some will be unearthed, as mentioned. above, individual ceramic sherds were observed throughout the entire area during the 1996 survey of the property. These potential recovered artifacts will require some rudimentary analyses, the artifacts will have to be curated at art appropriate repositMftuseum, therefore some Rinds in this proposal are assigned to these tasks. In the unlikely event that abundant artifacts, features such as hearths or -'roasting pits, or perhaps even Cahuilla cremmations area exposed, the costs for this project will have to be adjusted. Following the monnitormg activities and some.(rrtnimal) laboratory and analyses time, a comprehensive monitoring report will be compiled_ The duration of the primary grading and deep -trenching activities at the project site has not yet been determined, although primary grading of the small 8-acre px operty, which is nearly to grade level already, will probably not'take more than several days (if that much time). A small dune was formerly in this area, and remnants of this dune may remain on the property. A high potential exists that -at least some artifacts will be exposed during grading. Because the full extent of monitoring time required to complete the work is unknown, we have assigned 40 hours to the monitoring work, if required, and because the number of artifacts that might be recovered is impossible to predict, the monitoring work should he conducted on a rime -and -materials basis rather than on a fixed fee. It would be advantageous to conduct the monitoring and scheduling with guidance from the grading contractor or representative to keep the monitoring needs in check. During the rAoinitoririg the archaeologist will have the authm ityto stop earth -moving activities in the immediate area of an exposed cultural resource, or to divert grading activities to other areas until the significance of a ford can be evaluated and/or removed In the unlikely event that human, remains are exposed such as -Cahuilla cremations, state -mandated legal procedures for Coroner and Native American Heritage Commission consultations will be initiated. To ode quately complete the monitor. ng of the subject propertythe proposed services may include the following tasks: - 1. The Principal Investigator (PI) will spend 4 hours at the project site during the first day of grading (or more hours if warranted), the entire area willbe spot-checked for exposed-culturaftesources, and the primary monitor is assigned 16 hours (if warranted) to conduct monitoring of initial scrubbing and mass grading. 2. Sixteen (16) hours is assigned to the primary monitor for secondary monitoring activities such as the monitoring of deep -trench excavations, mapping and collecting artifacts (if warranted), and other ancillary duties such as photographic documentation of the work. Four (4) additional hours is assigned to the PI for periodic trips to the site to inspect potential features; provide field advise, and supplement interpretations (if warranted). No hours are assigned here for the potential discovery of. features such as hearths or cremations that will require additional work to evaluate and mitigate these . resources. 2 o f 4 ?✓ consultant X.'U'ro(wsalsV#63 MoarefteM--6 ac Archeo MoM04-/0-28 Corttraat Lsttsndor 10/28/2004 11:52 17607756413 SUNCAL COMPANIES PAGE 07 10/28/2004 11:20 FAX 760 346 9368 TKC Palm Desert f�IQO? TTCI= 3. Eight (8) hours is assigned to the priroary monitor for (potential) artifact lab work, which will entail specimen cleaning, labeling, and preparation for cmtion. Fees associated with the final disposal of . the artifacts (if any) into a responsible repository/museum are not included in this scope of work. if no artifacts are recovered, this task will not be warranted. 4. Six (6) hours is assigned to the PI for basic specimen analyses. It is. likely that. some prehistoric sherds, fire -affected rocks, and perhaps burnt clay will be recovered. Like Task #2 above, this task, will not be necessary if few or no artifacts arc recovered or no features encountered: 5. Sixteen (16) hours is assigned to production of the monitoring report, drafted primarily by the primary monitor. The PI'is assigned 8 hours to oversee production of the report. Standard SeVjcrs . Initial grading . Archaeolagiczxl Technician 16 hours @ S$5...............$880 Principal Investigator 4 hours @ $95_ . _ ., - .... - . _ $3 80 Secondary Monitoring Activities Archaeological Technician. 16 Yours Principal 'Investigator 4 hours @ $95.:.............$380 . Laboratory Work . Archaeological Technician 8 hours @ $55.....-........$440 Spedmen Analyses Principal Investigator 6 hours :@ $95.. _3570 Monitoring Report Production Archaeological Technician 16 hours @ $5 a ... ........3880 Principal Investigator 8 hours @ $95........... ...... $760 TOTAL--------------$5,170 . . Unexpected 1►/litiga9l®n Time 8t Materials $2,000 TOTAL.......:......$7,170 Consultant ' lent X.•1Proposalsl5663 Moorefield-6'ocArchw UM10440-13 Conrrncr tatter.doc . 10/28/2004 11:52 176077.56413 SUNCAL COMPANIES PAGE 08 I 16/28/2004 11:29 F'AX 760 346 9368- TBC Palm Desert 008 inKc 1 Please notify TKC 24 hours in advance of any grading activities so that we can prepare for the monitoring work. As rrientioned above, many of the tasks/costs assigned to this project may not be warranted if only a few or no artifacts are recovered. Our cost estiriiatc for this monitoring work, on an hourly basis, is $5,170. Rcimbursables will be billed according to the fee schedule as required. Should you have any questions regarding this proposed monitoring plan, please contact the Un. dersigned at (760) 346-9844. Respectfully Submitted, The Keith Companies, Palm Desert Division, Cultural Resources Department John D. Goodman II; M.S. MICHAEL A. PER®NI INrector of Planning & Envizonmeutal Services 4 of 4�j�� Consultant 3 " .1G IPrupasu/s15863 Moorejteld-G t� A�cheo Mgn 1040-10=28 Cnnrrocc Leuer.doc L The Keith Companies, Inc. EXHIBIT A Palm Desert, California Division FEE SCHEDULE— April 1, 2004 through March 31, 2006 Compensation for work performed on a time and materials basis will be computed as follows: MANAGEMENT Hourly Rate President................................................................:.............................................................................. $155.00 Vice President II ............................ .......................... ................................................................................. 150.00 Vice President I.................................... :......................................................................... ........................ 148.00 DirectorIII...............:..........:..............................:.:..................................................................................146.00 Director 11, Sr. Project Manager-:...............................................................................................I............138.00 DirectorIt:...............................................................................................................................................130.00 Project Manager .................. ...................... ...............:...:............................. .............................. ..125.00 Assistant Project Manager,.Supervisor 11...............................................................................................120.00 SupervisorI..................:.......................................................................................:...........................110.00 CIVIL ENGINEERING AND MAPPING SERVICES Sr. Project Engineer ..:............ ........................................... :.................................................................... 120.00 Sr. Project Surveyor, Sr. Project Designer ................................... ,................ ......................................... 115.00 Project Engineer, Project Surveyor ..................................... :.................................................................... 110.00. Project Designer, Sr. Survey Analyst.....................................................................................................105.00 Sr., Designer, Sr. Design Engineer.........:.....:.:........................:...............................................:..........:...102.00 Design Engineer, Designer, Survey Analyst, Processing Manager ....................:...................................100.00 DesignTechnician .............:...........................................:....:..:..............................:..................................90.00 Assistant Engineer, Sr. Technician ................................ :..................:................:...................... ................ 88.00 Technician: ......................... .....................................................: ...................... :........................:..82.00 Jr. Survey Analyst.................................:...................................:............................ ..................................80.00 Jr. Engineer............................................................................................ ..78.00 Jr. Technician, Research/Processing Coordinator ......................................... .......................................... ::75.00 Engineering/Survey Aide....................................................................: ................................................. :..55.00 ProjectCoordinator .... :............................................................. ............................................ ..................... 50.00 Office Work ...... :................................................. ......................................... ............................................. :45.00 CULTURAL RESOURCES PLANNING SERVICES Project Manager/Archaeo & Paleo....................120.00 Principal Planner ................................. 115.00 'Archaeologist, Paleontologist................:.............95.00 Sr. Planner.: ......................................... 110.00 Field/Lab Supervisor...........................................80:00 Project Planner .................................... 100.00 Field/Lab Technician III ....................................... 70.00 Planner ... ,................ :............ :................. 94.00. Field/Lab Technician 11.......................................... 65.00 Assistant Planner .................................. 88.00 Field/Lab Technician I .......................................... 55.00 Graphic Designer ................. ............ .....80.00 Planning Technician.............................75.00 FIELD SURVEY CONSTRUCTION Field Coordinator .................................... :......... 100.00 Sr. Construction Mgr ............................ 106.00 Survey Technician .............................................. 90.00 Construction Manager .......................... 90.00 Three Person Crew ............... :........................... 215.00 Superintendent ..................................... 75.00 Two Person Crew.............................................190:00 Laborer .............................................. :.:... 55.00 .One Person Crew.............................................165.00 Project Coordinator................................ 50.00 Office Work ............ ................. :............. 45.00 SPECIAL SERVICES ConsultationRe: Litigation :.... :.......................................................................................... ....................... $375.00 MISCELLANEOUS FEES The following services are billed at our cost plus 15%: • Subcontracted services. • Map check fees or filing fees advanced by us. • : Transportation, meals and lodging for overnight travel and incidental travel :expenses. • Commercial delivery services, including Federal Express, Express Mail, and Messenger Services. • Excessive long distance telephone calls, telegrams, and other costs directly applicable to the project. • Plotting and blueprint services and printing. (The client is encouraged to arrange for printing, other than prints or plots on our blueprint machine and plotters, to be contracted directly with an outside blueprint company acceptable to us.) MILE -AGE .............................. :...................................... ................. ....:.............................................. $ .375/mile NOTE: EEO obligations of Exec Order 11246 and 41 CFR Parts 60-1.4, 60-250.5 and 60-741.5 are incorporated in non-exem t US Government contracts/subcontracts. TKC Corporate Division President O:\901030\masLcrWoclFEE SCFEDIIIFSW4 Palm Darrt12004 TemplaudM ''—/7"