Loading...
4533NOTE: With proper validation this form constitutes an encreachn permit i f CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I II DATE: October 31, 2GO5 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION C�;piotrn a®, _ 31910; T ooz or NgLtroc,, 1/4 no ri%li ul Ay� 50 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Clear cmd C>. ub; Soo P 4 05019 Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION -L2 2210 05012 DIMENSION OF INSTALLATION OR REMOVAL 39.4 nC220 4 t7 7'110 L©ntlj for 39.6 aeroo cj Q e� � 19 n 700.00 Coob zn e fine, tozn1 :U r, 0713,C00.00 pe ading �; pro -con uc3etin4" SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGINNovcnl` (_,3, 2C05 W APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST$ M50-0 -r (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance ofthe^time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit, and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. A Signature of Applicant or Agent Jo�x i,. 1'Edali�ica 57�3•-Ci915 9 DacL,rt 7xte. 70401 Ewy 111 Sut o "C" La Qwntn, CA 92253 777-9920 Name of Applicant (please print) Business Address a Telephone No. YL)iSl.n lt"r, Co-.�,strue tion, Ine. P.O. 39:-, 207G lnClo, C , 92202-2u76 775-40')0,29 Name of Contractor and Job Foreman Business Address Telephone No. 770572 620E Contractor's License No. City Business License No. fie Scloty iitComity ZSLOO66640502 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 1,190.00 Permit Fee 100.00 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by $ 1,2 0.01 Date p � u "1 3 0 2005 " ROF LAACQ1UI YA FW,4� ,E DEPT., _. PERMIT VA-EI'DATION PERMIT NO. 4533 DATE APPROVED��� EXPIRATION DATE DATE ISSUED By Administrative Authority Recorded by 11 Telephone: (760) 777-7075 �� . A ,� .� City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4533 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 boat 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 fording 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 #461. ® IRS 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 W) 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 pennittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement.. cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated. material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts.not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be, maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed. so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water.. Where jetting is used, the jets shall be of sufficient length to reach the bottom' of each layer and the water supply shall be continuos.. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1). copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21. PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting'of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A " ) inch (" N/A " ) aggregate base shall be placed no later than (" N/A ") days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ` ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon.. completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any 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. -N, T- &. . f44a" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 10/31 /05 Location of Construction: Capistrano Tract 31910 W. of'Monroe 1/4 mile N. of Ave 58 Purpose of Construction: Clear & Grubb See. PIS 5e,� o. 0.501`� Description of Construction: $ec �1�. -Se+ �lb 0S0 1 Dimension of Installation or Removal: 39.1 acres Approximate Construction Start Date: 11 /3/05 Approximate Construction Completion Date: Estimated.Construction Cost: $ 17, 500.00-rzZ,00 = 35400 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, ba6k-5lling, compaction and placing permanent resurfacing and or replacing improvements Contact Name:: John R. Pedalino Phone Number: 760 578-6915 Name of Applicant: G rt F.� ; - me Applicant Address: 78401 ' Hwv. 111 Suite G La Quinta, CA 92253 Applicant Telephone Number: 760 777-9920 F Y, 7777-991 $ Name of Contractor: Yankaskas Construction, Inc. Contractor Address: PO Box_ 2876 Indio, CA 92202-2876 Contractor Telephone Number: 760 775-8929 Contractor State License Number: 778672 Contractor City Business License Number: 6266 ► A COPY OF THE CURRENT INSURANCE CERTEFICATE MUST BE PROVIDED A Applicant or Contractor General Liability Insurance Company: American Safety Indemnity Applicant or Contractor General Liability Insurance Policy Number: ESL0066640502 Office Use Only: Inspection Fee: Permit Fee: i 00, �u As -Built �` P Deposit: ` V Dust Control Deposit: Credit Amount: TOTAL FEE DUE: 5 Office Use Only: Assigned Permit Number, 4,5 3 J ^� Approval Date: Expiration Date: Issue Date: Administrative Authority: q,C--e.5 10/31/2005 MON 11:04 FAX 760 777 7155 City of La Quinta Pub.Wk Ca 001 TRANSMISSION OK JOB NO. DESTINATION ADDRESS PSWD/SUBADDRESS DESTINATION ID ST. TIME USAGE T PGS. RESULT TX REPORT• 4349 97779918 10/31 11:04 00,19 1 OK Ti&f 4,4 a" 7 PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 10/31 /05 Location of Construction: istrano Tract 31910 W of Wimce 1 /4 (mile N_ of Ave_ 58 Purpose of Construction: Clear & Grubb Description of Construction: 1 e.� QJ� O Sp .j Dimension of Installation or Removal: 39 Approximate Construction Start Date: 11 /3/05 Approximate Construction Completiou Date: Estimated.Construction Cost: $ 1 500 o0to 000 39,500 Esti=ted Censtrucdou Cost shad 'include the rsm vat of an obimi dons, matalals, and de placing pec�nmt nmufaaing and or t pk-c impmv 81!ing, compaction and Contact Name:: John R. Pedalino -Phone Number- 760 578--6915 Name of Applicant: Applicant Address: 78401 'Hwy. 111 Suite G La Quinta, CA 92_253 - Applicant Telephone Number: 760 777=9920 F v 7777-991 SS Name of Contractor: Yankaskas Construction, Inc. .'Contractor Address: PO Box 2876 Indio CA 92202-2876 Contractor Telephone Numbel 760 775-8929 Contractor State License Number: 77 7 Contractor City Business License Number: 6266 5 a C, r l`k,-70 0 0 0. ► A COPY Off' THE CERMNT !MURANCE C$RTIFICATE 11IC73T BE PROVIDED rl 0 j GENERAL ENG INEERING Phone: (760) 775-8929 Fax: (760) 775.8938 P.O. Box 2876 Indio, CA 92202 CA Lic. #778672 Desert Elite 78.401 MY 111, Suite G La QuInta, CA 92253 We propose to h n bh you labor, equipment, and material strictly per plans and specMcaMorw as noted below at the vr*R price shown for the construeflon of your project Tr 31910 Capistrano Please review aflached special condMom and sign. M- 0��Mw" 02 Clear & Grub Clear 3 Grub Site: Removed of all vegetation, concrete, 17,500.00 plastic Nner In reservoir and trash $17,500.00 1 Ls. 03 Cut & RUL Cut & PIN Plus SubX Of Pads Only 144,021 Cy. 0 $1.19 Per 171,3"99 Cy. #6 import Import Fill Material 162,327 Cy 0 $7.15 Per Cy (Per 1,307,213.00 A.G.M.D. Specs) #S Rough/ Fine Gr... Rough/Fine Grade 1,742,400 Sf 0 $0.09 156,816.00 08 Mobilisation Equipment Mobilisation $Z4,000.001 Ls. 22,000.00 #1 Pro Water Pre Wafer Site $550.00 Per Ac (Add $6000.00 Per 22.000•00 MenthFor 8" Pump If Needed) Proposal Amount $1,696,913.99 Signature CMpy crave aei / mww elC110N 1.w peMwie elr1E ��'� w . y as, zoos W ThrH CRY oP L.A CUPITA COIAJTY OP RIVEiiBpE, @TAiE OP CAIJFORMA TENTATIVE TRACT MAP NO. 31910 EXHIBIT PERMIT NO.4533 Capistrano / Clear. and Grub / Tract No. 31910 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Capistrano and/or Desert Elite, Inc.; hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean.. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May l st to September 30. Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m..to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 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. 6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 7. Any land on which Williamson Act contracts apply shall remain undisturbed. 8. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982); advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared, in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior ,to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions . Page 1 of 3 PERMIT NO.4533 Capistrano / Clear and Grub /.Tract No. 319.10 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. 9. Prior to excavating, if required, the Permittee shall contact. Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits', and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed: by the Permittee as directed by y and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans: As such, plans approved for this permit may "at risk" for further modifications'as it relates to any follow up improvement planrequirements as required by the city or existing errors & omissions by -the architect or engineer of record. 12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to. the ' City the following items: a. General Liability Insurance Company and Policy Number 13. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 14. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 15. 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. 16. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations. within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 17. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. special Conditions Page 2 of 3 lk PERMIT NO.4533 Capistrano / Clear and Grub / Tract No. 31910 18. 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. This permit is for clear and grub only. No excavation is permitted. 19. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall -be replaced to its original condition. 20. , Access and egress to all local properties shall be maintained at all times. 21. 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: 1. Asphalt work of any kind is not permitted. 22. 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.. 23. 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. 24. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time 25. 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. 26.. - If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 3 of 3 U AVENUE_51 0 z AVENUE 52 w w AVENUE 53 w w c~n AVENUE 54 w w ao z v~i AVENUE 0 AIRPORT BLVD V z O Y ITE a 00 AVENUE 58 UNITY MAP NTS IN THE CITY OF LA QUINTP�1, COUNTY OF RIVERSIDE, PROJECT INFORMATION STATE OF C �ALIFORNIA CONTACT NAME-. JOHN PEDALINO COMPANY NAME- DESERT ELITE, INC TRACT NO. 31910 MAILING ADDRESS: 78-401 HIGHWAY 111, SUITE G CITY: LA QUINTA STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ZIP- CALIFORNIA LOCATION ADDRESS- CAPISTRANO A PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST WEST SIDE OF MONROE STREET, APPROXIMATELY 1326 FEET QUARTER OF SECTION 22, TOW "'"SHIP 6 SOUTH, RANGE 7 EAST, EARTHWORK ESTIMATE (RAW) CITY LA QUINTA NORTH OF AVENUE 58 SAN BERNARDINO B SSE AND MERIDIAN (FOR PERMIT PURPOSES ONLY) STATE- CALIFORNIA GENERAL NOTES JANUAR ( 2005 RAW CUT 26,374 CY ZIP: 92253 1. FOR GRADING NOTES, REFER TO GRADING PLAN. PREPARED FOR, RAW FILL 79,841 CY PRIMARY PHONE- 7so-777-ss2o RAW EXPORT 53,467 CY FAX- 760-777-9918 2. FOR PROPOSED CONTOURS, REFER TO GRADING PLAN. DESERT E'':JTE, INC. EXPORT TO BE USED ON —SITE FOR LOSSES, DUE TO PROJECT_. LEVEL INFORMATION 55 3. FOR PROPOSED PAD ELEVATIONS, REFER TO GRADING PLAN 78—= HIGHWky 111, SUITE G SUBSIDENCE, SHRINKAGE, AND OVER EXCAVATION PROJECT ACREAGE. 39.44 ACRES LA QUINTA, 'CA 92253 TOTAL EARTH MOVEMENT. 79,800 CY MAX. DAILY EARTH MOVEMENT- 10,000 CY SOURCE OF WATER. WATER TOWER FILLED BY EXISTING IRRIGATION WELL (SEE �, _.. :.. ,', • ;� . �� . •, . • .�- . ..jam �� �� ..ter.. i I WELL LOCATED IN PROPOSED LOT 31) • ��' .,,,:" s ?i RRIGATION THIS SHEET FOR APPROXIMATE TOWER LOCATION, i El 171 z. � LEGEND _. f • `f is 29 30 �., 31 32 33 34 35 36 37 38 39 4041 42 43 ' ' LIMITS OF GRADING _ PROJECT BOUNDARY _.._ _.__.. �.�.� f (LOCATION IS SCHEMATIC ONLY, CONTRACTOR TO DETERMINE EXACT LOCATION IN FIELD:) • I , — • • — • • — • • — • • — MATERIAL STORAGE EL WASHING AREA ROUGH kDE �-- 'TRACKCLEAN' RUMBLE STRIP (TRACK PLATE) 10' X 48' MANUFACTURER - TRENCH SHORING DETAIL 'A" STABILIZED CONSTRUCTION ENTRANCE NOTES N.T.S. A. PUBLIC ROAD SHALL BE SWEPT DAILY, OR MOREy FREQUENTLY TO PREVENT>TRACK OUT: '- B. WHEEL WASHING! SHALL BEu .... -�-RAY - i `PERFORMED-BYLLA HIGH-PRESSURE SPRAYER AT�STABILIZED ENT 4' GAP BETWEEN EACH SANDBAG ON TOP ROW 1910" GRADE 3 BAGS H1W DETAIL "B' SANDBAG DETAIL N.T.S. 10'-15' 21 MPX ,,III�1 � 4 P.E. 1, DETAIL "C" BERM DETAIL N.T.S. DigSafely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA No. REVISIONS 3' 1' COMPACTED EARTHEN BERM © Copyright 2005 MSA Consulting, Inc. All Rights Reserved APPROVED I DATE I — — — — — TEMPORARY �. STREET rJ' — — e EARTHEN BERM (SEE DETAIL "C", SHEET U \\ PROPOSED TEMPORARY 6' CHAIN LINK FENCE (SEE ;�--� t s NOTE •10 THIS PAGE) (LOCATION IS SCHEMATIC 123 122 121 120 11s 118 �n _ ONLY) (NO WIND SCREEN REQIRED) I f I 48 47 f I C, PROPOSED TEMPORARY 6' CHAIN LINK FENCE WITH 27 - 1 q ❑ ❑ 4s 1 I WIND SCREEN (TO BE REPLACED WITH MASONRY I I __ ____ __ __ .- tt-__— I� o❑ L,. WALLS) (SEE NOTE 10 THIS SHEET)(LOCATION IS 115 W -- • L,___. SCHEMATIC ONLY) W Ir 50 - — _ _ PROPOSED TEMPORARY 4' WIND/SAND FENCE _ 26 124 125 126 1n 128 129 --——_-- L ! FUTURE SALES/CONSTRUCTION OFFICE TEMPORARY WIND/SAND FENCE (BOUNDED WIRE PICKET FENCE) TO BE SUPPORTED BY ` I — 58 "T" PO M E SOIL 18" DEEP 0 8' O.C. FENCE TO INCLUDE - 57 TO BE LOCATED WITHIN EXISTING STEEL POSTS E BEDD D INTO - 114 3 8" X 1 " WITH I BUILDING STABILIZATION MEASURES WOODEN SLATS / TH 1" GAP BETWEEN SLATS _... _.. _.._. .... }._... _.. E = ' HIS PLAN WILL B - DISCUSSED WITHIN T :.:. .._.. UAL LOCATION TO BE DETERMINED 51 _ I" UTILIZED ON ALL DISTURBED AREAS ' � I LOCATION SHOWN ON PLAN IS SCHEMATIC ONLY. ACT • ! J 25 _ STREET •H' _ —--- TW„ INCLUDES PARKING AREAS)BY DEVELOPER WITH CITY APPROVAL. -- -- Qj 113 --- ss ( CONSTRUCTION TRAILER - -- 24 I 102 103 104 105 106 z--- - --- w I 1 52 so I CONSTRUCTION ENTRANCE (SEE DETAIL "A") • fiI—^ I 0 STABILIZED ENTRANCE TO BE MAINTAINED BY CLEANING EXISTING GRAVEL AND ADDING t ' ---� -�— - — --- 110 111 112 I �_ 55 _ GRAVEL AS NECESSARY. " fRACKCLEAN" RUMBLE STRIP, MANUFACTURER: TRENCH • , 28 I I ( �, ! Z SHORING. ADDITIONAL STREET CLEANING MAY BE NECESSARY ON AN AS NEEDED BASIS. 101 107 ' 61 � CONCRETE TRUCK WASHOUT z -- - 108 - = 109 STREET "F•_ 53 EQUIPMENT STORAGE 22 ._ I t. _ _ I �. 1 .. ONSTRUCT ON AREA (4 DEEP _ \ _ RARY.GRAVEL C i EMP.O 93 �.. � � o � '�'-~CRUSHED ROCK 3/4 ..MAX .AGGREGATE) 92 :. ': _> � .. -.._ ..._ _. ,.. _. ::..w ...� _ ._ ... _ WATER TOWER (10,000 GAL) I �{— 9s E D F SHEET 2) SANDBAGS (SEE DETAIL B SHEET 1 AND DETAILS CATCH BASIN W/ SAN " 5� 20 I 9s sa 87 SAND FILTER 8s 88 / WELL SITE (SAND FILTERS TO BE SEALED DURING CONSTRUCTION UNTIL ALL LANDSCAPING HAS BEEN INSTALLED AND FULLY ESTABLISHED AND ALL CONSTRUCTION DEBRIS AND • \ 85 89 \`/ / . 63 CEMENTITIOUS MATERIALS HAVE BEEN REMOVED FROM SITE) f is 84 LEACH LINE • , \ / Loaass -; (TO BE UTILIZED FOR PERCOLATION STORMFLOWS AND NUISANCE WATER) w i DEPLOYMENT OF BMP'S TO OCCUR PRIOR TO, OR IMMEDIATELY FOLLOWING, SOIL it sT4� fi5 DISTURBANCE (AND/OR FOLLOWING STORM WARNING) Best Management Practice (BMP) Identification Best Management Practices are designed to protect the storm water inlet/s. For specific details per BMP, see the State of California Department of Transportation Web Site. The following BMP's must be equivalent to "Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), March 2003. 1. Sediment Control a. Silt Fence (SC-01) b. Sandbag Barrier (SC-08) c. Preserving Existing Vegetation (SS-02) d. Straw Mulch (SS-06) e. Street Sweeping and Vacuuming (SC-07) f. Wind erosion shall apply to PM 10 Plan g. Stabilized Construction Entrance (TC-1) 2. Non Storm Management BMPs a. Water Conservation (NS-01) b. Dewatering Operatons (NS-02) c. Paving and Grinding Operations (NS-03) d. Illicit Connection/Discharge (NS-06) e. Potable Water/Irrigation (NS-07) f. Vehicle & Equipment 1 Cleanin (NS-08) -- - g 2. Fueling (NS-09) CITY of LA QUINTA 3. Maintenance (NS-10) Plan Set No. g Concrete Curing and Finishing (NS12 amd 14) Os��g 3. Waste Management & Materials Pollution Control M 1 D 1' d S WM Al b St k '1 M t WM 03 VI I" I 11.L.yff. '�y �'� SURROUNDING AREA �; Q0 w C26401 m NORTH - RESIDENTIAL AND GOLF 0' 100' 200' 300' 400' � Exp. 3-31-08 SOUTH - UTILITY, VACANT AND AGRICULTURAL _ EAST - RESIDENTIAL, VACANT AND AGRICULTURAL EST GOLF FOR NSULT NG, SCALE 1"=100' hLvw ERO, SMITH & Assocum INC. PLAMM40 ■ CML ENOII�IBBRII�TCi ■ LAND SUiRVBYM 342M BOB Hon Diva ■ RANCHO M)AOB ■ CA 9=70 TRr munuu 17MI 32A1_W1 ■ IRAx (7601 323-7893 W - CA``"oQ, a. atena a ><v ay an torage ( - ) oc pi a anagemen ( - ) c. Spill Prevention and Control (WM-04) d. Solid Waste Management (WM-05) e. Hazardous Waste Management (WM-06) f. Contaminated Soil Management (WM-07) g. Concrete Waste Management (WM-08) h. Sanitary/Septic Waste Management (WM-09) i. Liquid Waste Management (WM-10) Note, any concrete or liquid wastes are prohibited from entering a designated retention basin for storm water runoff. CH 28.703 PREPARED UNDER E DIRECT SUPERVISION OF R.C.E. NO. DE51UN UT APPROVED BY CITY OF LA QUINTA, CALIFORNIA SHEET K PD-111-70 ELEV• (NGVD "'9) SIGNATURE / C26401 MDW L ION DRAWN BY CAPISTRANO RIV. CO. DESIGNATION "PD-111-70" MDW T OTHY JA 0 P.E. DATE TRACT NO. 31910 of ROBER S. MITH DATE CHECK BY CHIS. SQUARE ON NW WINGWALL OF CANAL BRIDGE, 1+1D ` UBLIC W DI TOR /CITY ENGwEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 1/4 MILE EAST OF MADISON ON 48TH AVE. RSS R.C.E. 45843 EXPIRES 12/31/06 7 < ) U C 0 U ¢ 52 0 0 a a LO M 3 a a CL N CL a i 0 2 0 0 z ¢ a i ¢ U ¢ - ..__ _. _. .....> .. • nr- w- .,. n x ... ... � o -G:. :{� ,._ _. :.. ... _ '4'A'f-.._...., � .r., v. }s `Yf . ... _'�h. 8.. 'i. { #ii W ,ice., yam,.. I STORM WATER POLLUTION PREVENTION PLAN PROJECT PROPONENT: DESERT ELITE, INC PERIOD FROM MAY g005 TO MAY 2007 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 31910 1.0--STATEMENT OF SCOPE OF CONSTRUCTION: STORMWATER POLLUTION PREVENTION PLAN (SWPPP) STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DURING PROJECTINVOLVING N .44ACRE SITE NHE CITY FLA GTHE RIOD OVING A3F TIME 9E N MAY O T O MAY � l QUINTA. INCLUDED WITH THE A PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST TRACTLL BE INVOLVED WITH A CNO. 19100PISTRANO CONSTRUCTION CONSTRUCTION WILL BE ON -SITE AND OFF SITE ROUGH GRADING AND DRAINAGE, ON -SITE AND OFF SITE QUARTER OF SECTION 22, TOWNSHIP 6 SOUTH, RANGE 7 EAST, PROJECT LOCATION: WEST OF MONROE STREET AND APPROXIMATELY 1326' NORTH OF AVENUE 58, LA QUINTA WATER AND SEWER, ON -SITE AND OFF -SITE STREET IMPROVEMENTS, BUILDING CONSTRUCTION AND SAN BERNARDINO BASE AND MERIDIAN LANDSCAPING. BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 22, T. JANUARY 2005 6S., R. 7E., S.B.M. 2.0--OBJECTIVES OF SWPPP APPLICANT: DESERT ELITE, INC., 78401 HIGHWAY 111, SUITE G, LA QUINTA, CALIFORNIA 92253. TELEPHONE NUMBER THE OBJECTIVES OF THIS PLAN ARE TO IDENTIFY POSSIBLE POLLUTANT SOURCES THAT WILL OR COULD PREPARED FOR, (760) 777-9920. BECOME EVIDENT DURING HE COURSE OF CONSTRUCTION DURING THE PERIOD OF THE PLAN AND TO SET DESERT ELITE, INC. PROJECT AREA: 39.44 ACRES FORTH THE MEASURES NECESSARY TO ELIMINATE, REDUCE AND/OR CONTROL THE DISCHARGE OF THOSE %$-QOj HIGHWAY 111, SUITE G TOTAL AREA TO BE POLLUTANTS FROM THE CONSTRUCTION SITE. DISTURBED: 39.44 ACRES LA QUINTA, � CA 92253 RAW GRADING 3.0--IMPLEMENTATION CUT = 26,374 CUBIC YARDS FILL = 79,841 CUBIC YARDS THIS PLAN SHALL BECOME EFFECTIVE IMMEDIATELY UPON ACCEPTANCE BY ALL APPLICABLE AGENCIES. 9.2--CONSTRUCTION--EACH AREA UNDER CONSTRUCTION SHALL BE MAINTAINED IN A MANNER TO TEMPORARY EROSION CONTROL IMPORT = 0 CUBIC YARDS PLANTING AND IRRIGATION EXPORT 53,467 CUBIC YARDS BMP'S SHALL BE DEPLOYED IMMEDIATELY FOLLOWING SOIL DISTURBANCE AND/OR IMMEDIATELY FOLLOWING MINIMIZE WIND AND WATER EROSION FROM THE DISTURBED PORTIONS OF HE SITE. THE CONTRACTOR = STORM WARNING. SHALL EMPLOY THE USE OF WATERING, SAND BAG BARRIERS AND RETENTION BASINS AS SHOWN ON THE RAW EXPORT TO BE USED ON -SITE FOR LOSSES, DUE TO SUBSIDENCE, SHRINKAGE, AND OVER -EXCAVATION. SWPPP EXHIBIT. THE LONGER A DISTURBED PORTION OF THE SITE IS LIKELY TO BE LEFT EXPOSED AND ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE OUT OF THE PATH OF ONGOING WORK ACTIVITIES, THE MORE PERMANENT THE STABILIZATION TECHNIQUE INSTALLED AND MAINTAINED AS REQUIRED IN THE STANDARD SPECIFICATIONS AND 4.0--AVAILABILITY AND RESPONSIBILITY THAT SHALL BE EMPLOYED. FOR ALL VEHICULAR TRIPS TO AND FROM THE SITE CARRYING SOILS, TIRE THE FOLLOWING: GENERAL NOTES: 1 1.WASHING AND LOAD COVERING SHALL BE EMPLOYED. IN THIS PLAN SHALL BE MADE AVAILABLE BY OWNER (DEVELOPER) TO THE CONTRACTOR (RESPONSIBLE 9.3--POST-CONSTRUCTION-BY MAY 15. 2007, ALL REQUIRED LANDSCAPING SHALL BE INSTALLED, STABILIZED CONSTRUCTION ENTRANCES TO U INSTALLED S. THE CONSTRUCTION PHASE AT ADJACENT ENTRANCES A PARTY) WHO SHALL MAINTAIN A COPY ON SITE DURING THE COURSE OF CONSTRUCTION. THE PARTICULARLY GROUNDCOVERS. IF THE PLANTING IS COMPLICATED BY THE WEATHER, INABILITY TO A. HYDROSEEDING SHALL BE APPLIED TO: AND EXITS ONTO AND OFF OF PUBLIC HARD SURFACE ROADS. THE ANTICIPATED TOTAL TIME FOR USE OF A ACQUIRE PARTICULAR MATERIALS, BY EXTREME SLOPES, OR DUE TO WINDY CONDITIONS, SOIL STABILIZERS STABILIZED CONSTRUCTION ENTRANCE IS 6 MONTHS. CONTRACTOR SHALL PROVIDE A COPY TO ALL SUBCONTRACTORS UNDER HIS DIRECTION. THE ,. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER RESPONSIBILITY FOR THE SUBCONTRACTORS' COMPLIANCE IS THAT OF THE CONTRACTOR. SHALL BE USED TO MINIMIZE THE EROSION. ALL LANDSCAPED AREAS WILL BE IRRIGATED BY AUTOMATIC WHEN THEY ARE: 2. VEGETATION (HYDROMULCH & PLANTINGS) TO BE INSTALLED DURING THE CONSTRUCTION PHASE (SEE LANDSCAPE SYSTEMS. a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR PLANS FOR LOCATIONS AND TYPES). THERE IS NO TIME FRAME BECAUSE THIS DUST CONTROL MEASURE IS 10.0--WASTE MANAGEMENT AND DISPOSAL STREET. PERMANENT. 5.0--REQUIRED CHANGES ALL WASTES, INCLUDING EQUIPMENT MAINTENANCE WASTE, DISPOSED AT THE SITE OR REMOVED FROM THE ( b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 3. STREET SWEEPING AND WASHING OF ALL HARD SURFACE A.C. PUBLIC ROADS) TO BE USED AS NECESSARY IF, DURING THE PERIOD OF THIS PLAN, CONDITIONS CHANGE WHICH CAUSE THIS PLAN TO BE INEFFECTIVE SITE FOR DISPOSAL SHALL BE DISPOSED OF IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE, AND/OR DURING ROUGH GRADING, FINE GRADING AND CONSTRUCTION PHASE. THE ANTICIPATED TOTAL TIME FOR STREET IN MEETING THE BASIC OBJECTIVES, THE PLAN SHALL BE APPROPRIATELY AMENDED AND ALL RESPONSIBLE AGENCY LAWS AND ORDINANCES AND SHALL BE IN COMPLIANCE WITH THIS PLAN. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS SWEEPING AND WASHING IS 2 YEARS. PARTIES SHALL BE GIVEN A COPY OF THE AMENDED PLAN WITH SPECIFIC INSTRUCTIONS ON THAT WHICH EXIST: 4. MAINTENANCE AND FUELING OF EQUIPMENT SHALL BE CONTAINED AND MATERIAL STORAGE COVERED. HAS CHANGED IN THE PLAN. THE CONTRACTOR IN HIS ROLE AS A RESPONSIBLE PARTY TO THIS PLAN a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL SHALL REPORT TO THE OWNER WITHIN 24 HOURS OF DISCOVERY ANY CONDITIONS WHICH COULD CAUSE 11.0--MAINTENANCE, INSPECTION AND REPAIR LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. THE DISCHARGE OF POLLUTANTS FROM THE SITE IN N AMOUNT, LOCATION, OR MANNER NOT ANTICIPATED THE DEVELOPER IS RESPONSIBLE FOR THE MAINTENANCE OF ALL PERMANENT INSTALLATIONS NECESSARY b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY THE FOLLOWING TIME SCHEDULE COMPLETION DATES ARE ANTICIPATED FOR PROJECT IMPROVEMENTS: AND DESIGNED FOR IN THIS PLAN. VISIBLE TO THE PUBLIC. FOR THE EFFECTIVE COMPLIANCE WITH THIS PLAN. ANY DEFECTS DISCOVERED SHALL BE CORRECTED AS C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER 1. GRADING: JUNE 2005 6.0--SOURCE IDENTIFICATION QUICKLY AS POSSIBLE. SEE NOTE 15.0 (MONITORING AND REPORTING REQUIREMENTS) FOR TIMEFRAME AND THAT WARRANTS IMMEDIATE TREATMENT. 2. INFRASTRUCTURE: SEPTEMBER 2005 INSPECTION OF BMP'S. 3. STREET IMPROVEMENTS: NOVEMBER 2005 DURING THE COURSE OF CONSTRUCTION IO N SITE: JOHN PEDALINO SHALL BE RESPONSIBLE FOR INSPECTION OF BMP'S4. LANDSCAPING: APRIL 2007 BE FOUND TO EXIST ON THE CONSTRUCTION THIS PROJECT THE FOLLOWING SOURCES OF POLLUTION MAY (1-800-837-5634) B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING 5. BUILDINGS: MAY 2007 1). PETROCHEMICAL PRODUCTS, PRIMARILY GASOLINE AND MOTOR OIL, INCLUDING THOSE CONTAINED WITHIN CRITERIA: MOTOR VEHICLES AND MACHINERY FOR THEIR INDIVIDUAL OPERATIONS, OR FOR MINOR FLEET MAINTENANCE. 12.0--TRAINING 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: aTHREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND UNWANTED CONSTRUCTION MATERIALS WILL BE DISPOSED OF IN AN APPROVED LANDFILL AREA. RECYCLING WILL BE . 2). OTHER CHEMICALS AND CHEMICAL COMPOUNDS SPILLED EITHER DURING CONSTRUCTION OR WHICH HAD DONE WHEN POSSIBLE. BEEN PREVIOUSLY SPILLED OR DUMPED AT THE SITE. THE DEVELOPER AND THE CONTRACTOR SHALL REVIEW THE REQUIREMENTS FOR MONITORING AND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM 3). ASPHALT PAVING MATERIALS BEING STORED OR AWAITING TRANSFER. REPORTING SET FORTH IN SECTION 15.0 AND SHALL DETERMINE THE PERSONNEL TO BE RESPONSIBLE. OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. A PESTICIDE FOR TERMITE CONTROL WILL BE USED UNDER AND AROUND THE FOUNDATIONS OF ALL WOOD FRAMED 4). CONSTRUCTION DEBRIS AND TRASH GENERATED DURING THE COURSE OF CONSTRUCTION OF THE b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- BUILDINGS (IF ANY) AND WILL BE APPLIED BY A CERTIFIED CONTRACTOR IN A MANNER APPROVED BY THE FEDERAL PROJECT. 13.0--LIST OF CONTRACTORS/SUBCONTRACTORS AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% GOVERNMENT. COVERAGE. UPON THE DETERMINATION OF THE PRIME CONTRACTOR THE DEVELOPER SHALL INCLUDE AS PART OF THIS 7.0--POLLUTION CONTROL PRACTICES PLAN THE NAME OF THE FIRM, THE NAME OF THE CONSTRUCTION SUPERINTENDENT, AND TELEPHONE THE GRADING CONTRACTOR WILL BE: NUMBER(S) WHERE A PERSON OF AUTHORITY IN THE FIRM MAY BE REACHED 24 HOURS A DAY. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY 7.1-MINIMIZING CONTACT --THE DEVELOPER, THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL ATTEMPT ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A NOT KNOWN AT THIS TIME TO MINIMIZE CONTACT OF CONSTRUCTION MATERIALS, EQUIPMENT, AND VEHICLES WITH STORM WATER. PRIME CONTRACTOR - NOT KNOWN AT THIS TIME PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE THIS INCLUDES BUT IS NOT LIMITED TO NOT STORING SUCH ITEMS IN DESIGNED DRAINAGE SWALES OR PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,TYPES AND COSTS OF OWNER'S CERTIFICATION DRAINAGE AREAS, THE OVERCOVERING OF SUCH MATERIALS THAT MAY BE ERODED DURING STORM EVENTS, 14.0--PUBLIC ACCESS THE ELEMENTS OF THE PROPOSED SYSTEM. AND THE PROHIBITION OF THE STORAGE OF CHEMICALS OR PETROCHEMICAL PRODUCTS OTHER THAN IN SECURED CONTAINERS DESIGNED TO WITHSTAND IMPACTS BY FLOODING OF UP TO 100 YEAR STORM THIS REPORT SHALL BE AVAILABLE FOR REVIEW BY MEMBERS OF THE PUBLIC, OR BY AFFECTED PUBLIC I CERTIFY THAT I HAVE READ THIS APPLICATION AND UNDERSTAND THAT I AM RESPONSIBLE FOR THE EVENTS. 3. IRRIGATION, SHALL MAINTAIN THE MOISTURE LEVEL OF .THE SOIL AT THE COMPLIANCE OF THIS PROJECT TO THE STORM WATER POLLUTION CONTROL PROVISIONS NOTED OR " . AGENCIES UPON REQUEST. w OP MU ,, L„ ; O >TH , G O -0 TI M LEVE F R E R WTH F THE HYDROSEEDED GROWTH. .. ."� REFERENCED HEREIN. -- E CONTRACTOR AND HIS - -:: -- S THE DEVELOPER THE -� . _: -_ .. .. •,.. ;<, 7.2 CONSTRUCTION LOADING, UNLOADING, ACCESS AREA , OWNER'S,NAME S : DESERT ELITE, INC. - JOHN PEDALING PRESIDENT SUBCONTRACTORS SHALL IDENTIFY AREAS WITHIN EACH AREA OF CONSTRUCTION THAT CAN BE USED FOR H C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: Y ; LOADING AND UNLOADING WHICH WILL MINIMIZE THE CHANCES OF DISCHARGE OF POLLUTANTS FROM THE 15.0--MONITORING PROGRAM "AND 'REPORTINd'REQUIREMENTS 1. SEED MIX SHALL CONSIST OF NO LESS THAN: SITE. THESE AREAS SHALL BE DENOTED ON THE SITE PLAN INCLUDED IN THE SWPPP. ANY CHANGES TO a. 20 Ibs. PER ACRE OF ROSE CLOVER OWNER'S ADDRESS. 78401 HIGHWAY 111, SUITE G, LA QUINTA, "°CA 92253 THESE AREAS MUST BE APPROVED BY THE INSPECTOR IF HE FINDS THE CHANGE NECESSARY AND ALSO 15.1--GENERAL-OWNER WCLL CONDUCT, OR CAUSE TO HAVE CONDUCTED, SITE INSPECTIONS BOTH BEFORE AND AFTER A MAJOR STORM EVENT TO IDENTIFY THE POINTS OF STORM WATER RUNOFF FROM b. 20 lbs. PER ACRE OF ZORRO FESCUE CONTACT ,PHONE NUMBERS: DAY Aj-j7j7V9920 CONSISTENT WITH THE OBJECTIVES OF THE SWPPP. THE SITE AND TO EVALUATE WHETHER THE PRACTICES (BMP'S) SET FORTH IN THIS PLAN HAVE BEEN C. 3 Ibs. PER ACRE OF E SCHOOL CIA CALIFORNICA ADEQUATE TO PREVENT THE SIGNIFICANT DISCHARGE OF POLLUTANT LOADINGS IDENTIFIED IN THIS SWPPP. d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA OWNER'S SIGNATURE(S) DEVELOPER, PRACTICES ECPRIOR TO COMMENCEMENT OF CONSTRUCTION FOR EACH AREA, THE A RECORD OF THESE INSPECTIONS, INCLUDING THE DATE OF THE INSPECTION(S), ANY OBSERVATIONS, AND e. 3 Ibs. PER ACRE OF ALYSSUM (CARPET OF SNOW) DEVELOPER, CONTRACTOR, AND INSPECTOR SHALL MEET TO REVIEW THE SPECIFIC CONDITIONS THAT AFFECT THE INDIVIDUAL(S) PERFORMING THE INSPECTIONS, SHALL BE MAINTAINED. IN ADDITION, OWNER SHALL f. 1 /2 1b. PER ACRE OF DIMORPHOLECA DATE: / Q f THAT AREA. IF ADDITIONAL CONTROL METHODS ARE NEEDED THE PLAN MAY BE AMENDED AS SET FORTH ANNUALLY CERTIFY THAT THE CONSTRUCTION ACTIVITIES ARE IN COMPLIANCE WITH THESE PROVISIONS. g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON IN SECTION 5.0. LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM 15.2-- RECORDS- =ALL RECORDS, INCLUDING INSPECTION REPORTS, COMPLIANCE CERTIFICATIONS, AND EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 7.4--EQUIPMENT STORAGE, CLEANING, AND MAINTENANCE --EQUIPMENT, INCLUDING VEHICLES, MAY BE NON-COMPLIANCE REPORTING MUST BE RETAINED FOR A PERIOD OF AT LEAST THREE YEARS. STORED (PARKED) ON THE CONSTRUCTION SITE AS LONG AS IT IS IN GOOD REPAIR AND CONTAINED. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN CLEANING OF VEHICLES IS LIMITED TO THE USE OF WATER. NO SOLVENTS MAY BE APPLIED EXTERNALLY 15.3--REQUIRED CHANGES --THE REGIONAL WATER QUALITY CONTROL BOARD MAY REQUIRE OWNER TO FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR TO ANY EQUIPMENT, INCLUDING VEHICLES ON THE SITE. MINOR MAINTENANCE MAY BE CONDUCTED BUT CONDUCT ADDITIONAL INSPECTIONS, SUBMIT REPORTS AND CERTIFICATIONS, OR TO PERFORM SAMPLING AND BROADCASTING BEFORE HYDROSEEDING. SANDBAGS TO NO OVERHAULING IS ALLOWABLE UNLESS APPROVED BY THE INSPECTOR INCLUDING A SPECIFIC PLAN FOR ANALYSIS. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN CONTAINMENT AND DISPOSAL OF ANY PETROCHEMICAL, OR OTHER CHEMICALS OR BYPRODUCTS INCLUDING EROSION CONTROL NOTES UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD OVERLAP ONTO CURB F EFFECTED SOILS RESULTING FROM THE MAINTENANCE WORK. AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 7.5--ON-SITE STORAGE AND DISPOSAL OF CONSTRUCTION MATERIALS --CONSTRUCTION MATERIALS SHALL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN PEDALINO 800-837-5634 j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED BE STORED IN A MANNER CONSISTENT WITH NORMAL CONSTRUCTION PRACTICES AND THIS PLAN PRIOR TO SLURRY AT THE DISCRETION OF THE CONTRACTOR. SUMP BACK OF CURB THEIR DEPLOYMENT. MATERIALS AWAITING REMOVAL FROM THE SITE SHALL BE CONTAINED WITHIN 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE CATCH BASIN DUMPSTERS, OR IN AGGREGATED PILES/AREAS AND SHALL BE REMOVED FROM THE SITE AS NECESSARY. STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 Ibs PER ACRE. OR INLET ANY MATERIALS THAT ARE KNOWN TO CONTAIN ANY OF THE POLLUTANTS CITED IN SECTION 6.0 OF THIS TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR ° PLAN SHALL BE SEGREGATED FROM OTHER MATERIALS AND DISPOSED OF PROPERLY. CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE 7.6--FILL MATERIALS --ALL FILL MATERIALS SHALL COME FROM SOILS EXCAVATED ON THE SITE UNLESS ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF •� GRAVEL FILTER TO APPROVED BY THE INSPECTOR. ANY IMPORTED FILL MATERIALS SHALL BE INSPECTED BY THE INSPECTOR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL THE STRAW INTO THE SOIL. PRIOR TO PLACEMENT ON THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT OF THE CITY ENGINEERING INSPECTOR. LINE ENTIRE OUTSIDE SUCH IMPORTED MATERIAL IS FREE OF POLLUTION. PERIMETER OF SANDBAGS 7.7--EXPECTED CONTENT OF DISCHARGE --AT THIS TIME THERE ARE EXPECTED TO BE NO POLLUTANTS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH DISCHARGED FROM THE SITE IN SIGNIFICANT QUANTITIES DURING THE LIFE OF THIS PLAN. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. ° CLEAN 19 mm GRAVEL RAINFALL. _ „ OR APPROVED EQUAL D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 3 MIN. OPENING BETWEEN 8.0--SITE AREA AFFECTED, COEFFICIENT OF RUNOFF, ETC. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: BAGS ON TOP ROW F 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE a. TRACK WALKING SLOPES STEEPER THAN 6:1 TOTAL SITE AREA- 39.44 ACRES REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. DETAIL 'E' TOTAL SITE UNDER CONSTRUCTION FOR THIS SWPPP- 39.44 ACRES UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. �+ ESTIMATED RUNOFF COEFFICIENT BEFORE CONSTRUCTIO—. ESTIMATED RUNOFF COEFFICIENT AFTER CONSTRUCTION- -.50 0 SANDBAG BARRIER - PLAN VIEW ESTIMATED PERCENTAGE OF SITE IMPERVIOUS BEFORE CONSTRUCTION--O 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: N.T.S. ESTIMATED PERCENTAGE OF SITE IMPERVIOUS AFTER CONSTRUCTION--55 PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT HAZARDOUS CONDITION. SATURATED SEED BED. 300 mm MIN. 9.0--EROSION AND SEDIMENT CONTROL b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. SPILLWAY 300 mm MIN. THE CONTROL PRACTICES START WITH PRECONSTRUCTION PREPARATION OF THE SITE, CONTINUE THROUGH BE INCORPORATED HEREON. THE CONSTRUCTION PERIOD, AND END WITH PROJECT CLEANUP AND COMPLETION. CLEAN 19 mm GRAVEL OVERFLOW E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL OR APPROVED EQUAL 9.1--PRECONSTRUCTION--EACH SITE SHALL BE THOROUGHLY WATERED PRIOR TO COMMENCEMENT OF 8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH OR HED E S EWA�K.._ - GRADING AND CONSTRUCTION ACTIVITIES. THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. RELEASED. 9. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. QINpFESS/ON •g1,SafY q D e I , 0. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE QUO Rt S . 8 F 50 mm TO 80 mm PIPE i C,� F �..,1 1 �� 0� � BETWEEN FIRST &SECOND � '' '�` ` � � .I �'� �'`�� ``�`' ����� DIG ALERT DIAL TOLL FREE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE o r �� Q I� STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF Q s 2 LAYER OF SANDBAGS TO Q Q Plan Scat Ia O' 1-800-227-2600 STATE OF CALIFORNIA. C26401 m DRAIN GRAVEL FILTER. v m �r Exp. 3-31-08 OS 0 69 AT LEAST TWO DAYS ©Copyright 2005 s Q DETAIL 'F� o BEFORE YOU DIG MSA Consulting, Inc. r^ / V � �' � All Rights Reserved qTF of SANDBAG BARRIER -SECTION N.T.S. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN Y APPROVED BY SHEET No. REVISIONS APPROVED DATE MSA-CONSULTING,INC. MARK PD-111-70 ELEV. NGVD 29) MDW CITY OF LA QUINTA, CALIFORNIA ��0, SMITH & ASSOCIATES, ING LOCATION � SIGNATURE 7 C26401 DRAWN BY 2 �} B ��, ■ j,App gyBy RIV. CO. DESIGNATION PD-111-70" ROBERT S. SMITH /ATE MDW L� C A P I S T R A N O OF CHIS. SQUARE ON NW WINGWALL OF CANAL BRIDGE; // 4-0so CHECK BY OTHY *KI , P. . DATE TRACT NO. 31910 2ID 1 11 A34200 BOB Hom Dmw ■ RANCHO Mmum ■ CA 9n70 1/4 MILE EAST OF MADISON ON 48TH AVE. PUBLIC TOR CITY ENGINEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 1`BLBpH ■ FAx RSS R.C.E. 45843 EXPIRES 12/31/06