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8094
See below for Finance Revenue Codes �. ENCROACHMENT, PERMIT . CFFTt PUBLIC WORK'S CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III -Minor Improvement Permit - Class IV DATE: 9/1/2008 LOCATION OF CONSTRUCTION: Malaga Estates Coral Mt.; TM 33597; SW Corner of Madison Street & Ave 6, A i PURPOSE OF CONSTRUCTION: Off -Site Street Improvements and Signing & Striping on Avenue 60 nn _pp DESCRIPTION OF CONSTRUCTION: Plan Set No. 08031 .�L 2 2000 DIMENSION OF INSTALLATION OR REMOVAL: See Plan Set No. 08031 CITY OF Lp �U�A APPROXIMATE TIME WHEN WORK WILL BEGIN: 9/15/2008 TIME OF COMPLETION: 9I15/2009 ANCE DEPT. ESTIMATED CONSTRUCTION COST: $189,984 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS 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 occuring 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 at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 4:00 P.M. at least twenty-four (24) hours prior to the anticipated inspection. 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. Sam Anzian_o - RT Hughes Development Co. LLC Name of Applicant Dateland Construction Co., Inc. Name of Contractor and Job Foreman 396698 Contractor's License Number James River Insurance Co. Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I 78-900 Ave 47th Suite 200, La Quinta, CA 92253 Business Address 83-801 Avenue 45, Indio, CA 92204 Business Address i Finance Revenue Code I I Inspection Fee E_1 $5,700.00 Permit Fee E=1 $100.00 As -Built Deposit E=A $0.00 Cash Deposit -Surety Bond, E_B $0.00 if required I , i TOTAL $5,800.00 #an) or Agent 760-771-8890 Telephone No 760-342-2999 Telephone No — 31 City Business License No 000080683 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 8094 DATE ISSUED: SRP4- 22� ZDOj� j EXPIRATION TE: BY: i WORK INSPECT BY*: PERMIT COMPLETION DATE*: ` If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. ' I P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO (760) 7 7 7 - 7 0 0 0 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 October 8, 2009 Revenue Mr. Randy Hughes R.T. Hughes Co., LLC P.O. Box 1992 La Quinta, CA 92247 Re: Encroachment Permit, No. 8094 — Tract Map No. 33597, Malaga Off -Site Street Improvements and Signing & Striping on Avenue / p 9 9 p 9 60 (Plan Set No. 08031) Dear Mr. Hughes: Encroachment Permit number 8094 expired on September 22, 2009. In order to renew this permit, the following is required: The renewal fee as per City Council Resolution 96-95, states: Encroachment Permit renewal of expired permit shall consist of a $100.00 permit renewal processing fee plus 10% of original fee to extend the permit one additional year (x 2 until September 22, 2011). ORIGINAL.PERMIT FEE 10% (x 2) . PERMIT RENEWAL FEE of original permit'fee (t�o--year extension) . $ 5, 700.00 $1,140.00 $100.00 RENEWAL AMOUNT DUE: $1,240.00 If you have any questions or need additional information, please contact Amy Yu, Assistant Engineer II, at (760) 777-7047. Sincerely, 6ublic othy R. n s n, P.E. Works Dir ctor/City Engineer Page 1 of 1 CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT PERMIT NUMBER " DATE EXP.DATE ACC. DATE, PLAN SET IMP TYPE : INSPECTOR PROJECT NAME 8094 9/v2oos g/22/2011 9/22/2008 PSN # Street Malaga,Estates Coral 08031 Im rovem ( Mountain; TM 33597 DEVELOPER RT Hughes Development'Co.-LLC--- VICINITY Malaga Estates Coral Mt.; TM 33597; SW Comer of Madison Street & Ave 60 PURPOSE OF CONSTRUCTION Off -Site Street Improvements and 'Signing & Striping on Avenue 60 t ' DESCRIPTION OF CONSTRUCTION Plan Set No. 08031 DIMENSION OF INSTALLATION AND REMOVAL See Plan_Set No. 08031 i :COMMENTS Approximate Construction Start Dat Approximate Construction Completion Dat Estimated Construction Cost . INSPECTION FEE: 9/15/2008 9/15/20091 $189,984 , 17 $5,700.00 PERMIT FEE• ONTRACTOR NAME: Dateland Construction Co., Inc. ONTRACTOR ADDRESS: 83-801 Avenue 45 ONTRACTOR CITY: CONTRACTOR STATE: CONTRACTOR ZIP Indio 192204 1 ONTRACTOR TELEPHONE: 760-342-2999 CONTRACTOR LICENSE: CONTRACTORS STATE. 396698 LICENSE BOARD CONTRACTOR F $100.00®� INFORMATION PENALTY: CURRENT $0,00 . CASH DEPOSIT /SURETY BOND: -AS BUILT DEPOSIT $0 00 TRACT/PARCEL NUMBER PERMIT TYPE SDP/CUP/ETC: TOTAL FEE AMOUNT: 33597 Street Improvements, Signage; & Striping APPLICANT INFORMATION '5 800 00 • PPLICANT NAME: Sam Anziano - RT Hughes Development Co. LLC. PPLICANT ADDRESS: 78-900 Ave 47th Suite 200 PPLICANT CITY: APPLICANT STATE APPLICANT ZIP CODE: La Quinta CA 1192253 APPLICANT TELEPHONE: 760-771-8890 DESCRIPTION Malaga Estates Coral Mt.; TM 33597;. SW Comer of Madison Street .& Ave 60; Off -Site Street Improvement, Signage &.Striping; PSN 08031. Paid for Permit Renewal for a 2 year extension on 10/23/09. �►�� ��MAIN&MENU i �,�� CONTRACTOR'S LICENSE NUMBER: 396698 CITY BUSINESS LICENSE NUMBER 31 INSURANCE COMPANY: James RiverIn-,urance Co... POLICY NUMBER: 000080683 PRINTENCROACHMENT PERMIT rAf INT PERM ITSiBEINGREQUESTED o�� ,.. PIAUSEARCHiERMTNMR %� ; SE 'RCH P RMIT B �iAPPLICANT �MON, THLY�EXPIRED�PERMI�TS s PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Tract No: 3 ,�'9 "9 Project Name: AALAGA t t'77a M4 CORAL V4r . Vicinity: �S' I,✓ coQMlr2 �► AD i So rJ S'r �. iq Y� !•a LAQW 4TA (A 9 LUf_' Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) S'j-Aavr ten, .9 1-al PI10 Descript}gn. of-gnsst3ction (i.e.: See Plan Set No. 01234) XAroe AS /A13Odye Dimension of Installation or Removal: AC jOAM Pk t4y�I Approximate Construction Start Date:. /}S ZOOM AS Pe4)940 Approximate Construction Completion Date: Estimated Construction Cost: $ / ff g 9 &4 _ ��p Estimated Construction Cost shall include the removal of alloobstructions, materials, and debris, back -filling; compaction and. Plug Permanent resurfacing and or replacing improvements Contact Name: .6A M Iv z) q gvo Phone Number: Name of Applicant/Owner: 12 I' Nu &14a- t &LOA-A($A�-1 Applicant Address: It 4 o0 Ad4V 471VXuire_ 20o La&A Applicant Telephone Number: 760 -III S:g9 6 Applicant E-mail Address: R i e. fl A rAb . M u aar-< Q Cy l~ M G C AL11 Name of Contractor: /,Ahib CAnlsra.uoTj o 4 Co Src Contractor Address: R_3 _ 9 o l A V25 M4 V 4 ff ;E"_ Dl o Contractor Telephone Number: 7 60 3 4 2— 29 g 9 Contractor State License Number:. Contractor City Business License Number*. a1 lz%p. 9 - 30 Contractor E-mail Address: n.g%&ft ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company- tJame5 ri ✓ey Xv► sw "C4 Go Applicant or Contractor General Liability Insurance Policy Number: o000 g0ro �3 Office. Use Only: Inspection Fee: Q O Permit Fee: (�Oo As -Built Deposit: o Dust Control Deposit: Credit Amount: TOTAL FEE DUE: �.0 n Office Use Only: Assigned Permit Number. .eO qq Approval Date: Expiration Date: Lssue Date: Administrative Authority. 012008 'nr Services Services DivisidnTomisWPPLICATION FOR PERMrr.doo CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION C� Otis 78495 Calle Tampico • P.O_ Box 1504 • La Quinta, California 92247-1504 OF T1 Phone: 760.777.7075 • Fax:'760.777.7155 PRE -CONSTRUCTION MEETING ATTENDANCE FORM Project Name: LAV4.4- Date: Q .22. d$ Project ID: Type of Imp.: I'� . S'h��T W Ltt�,e s�ww� ISrO• Time: A-µ En. Permit #: 60 Sq e Cq q w,,�'�`,� � ,.i:�.N�...3 Gif. ��.'�.J_!�': . .✓� ... �stG s•.�.��YY xA �f t ,:q •{k:±4ht. "'�`�" $w"+`:A:A ��',6�i" J -es I ���� ZIH�����a�N 3.t,..... �h. N�' :emu QW . 3 T/to demp E Q 4 SA 11)2.1 A nro �I �F 7 d g5,z 1c, T0. 6 ?77 70-�I&, 8 YtA 6,07L6F "777 -76P`P7 9 10 11 12 13 14 .15 _ 16 17 18 19 20 T:\STAFFWalenzuela\Engineering Services\Pre-Con Attendance Form.doc LICENSE NO. 396698 DATELAND CONSTRUCTION CO., INC 83-801 Avenue 45 Indio, CA 92204 (760) 342-2999 - (760) 342-5444 PROPOSALS and CONTRACT NO. PHONE: DATE: PROPOSAL SUBMITTED TO: 771-8890 FAX 771-8891 10=A r-08 NAME: PROJECT: GEM REALTY GROUP MALAGA TRACT ADDRESS: LOCATION: 78-900 AVE 47 SUITE 200 AVE 60 & MADISON LA QUINTA CITY & STATE: ENGINEER DATE ON PLANS LA QUINTA CA. 92253 MDS CONSULTING 1/1/2008 ATTENTION: PROJECT PLANS - NO. AND TITLE: SAM ANZIANO ION SITE AND OFFSITE IMPROVEMENTS We hereby propose to furnish the necessary equipment, labor and material required to perform the following work: ON SITE IMPROVEMENTS **1 78305 SF CONSTRUCT 2.5" AC OVER 6" CAB @ 1.95 $ 152,694.75 2 200 LF CONSTRUCT 6" CURB AND GUTTER @ 17.00 $ 3,400.00 3 260 LF CONSTRUCT 6" CURB ONLY @ 10.75 $ 2,795.00 4 5100 LF CONSTRUCT 4" ROLLED CURB AND GUTTER @ 10.00 $ 51,000.00 5 182 LF CONSTRUCT 4" ROLLED CURB ONLY @ 10.00 $ 1,820.00 6 30 EA CONSTRUCT CURB TRANSITION @ 200.00 $ 6,000.00 7 560 LF CONSTRUCT REINFORCED PCC BAND @ 10.00 $ 5,600.00 8 2460 LF CONSTRUCT 4'PCC DRAINAGE CHANNEL @ 18.75 $ 46,125.00 9 1 LS FINE GRADE FOR PAVING AREAS @ 11000.00 $ 11,000.00 10 1 LS FINE GRADE FOR PCC AREAS LISTED ABOVE @ 6500.00 $ 6,500.00 11 1 LS SIGNING AND STRIPING .@ 3200.00 $ 3,200.00 12 78305 SF CAP PAVE A' (INCLUDES CLEANING AND TACK) @ 0.74 $ 57,945.70 13 1 LS INITIAL MOBILIZATION @ 1400.00 $ 1,400.00 SUBTOTAL $ 349,480.45 OFF SITE IMPROVEMENTS **1 43189 SF CONSTRUCT 3.5" AC OVER 6" CAB - @ 2.50 $ 107,972.50 2 1475 LF CONSTRUCT 6" CURB AND GUTTER - @ 13.00 $ 19,175.00 3 1950 SF CONSTRUCT CROSS GUTTER MODIFIED TO W=6' - @ 6.10 $ 11,895.00 4 5 EA CONSTRUCT CURB RAMP CASE'"A" - @ . 1050.00 $ 5,250.00 5 960 SF SAWCUT AND REMOVE EXISTING AC PAVEMENT - @ 2.15 $ 2,064.00 6 530 LF REMOVE EXISTING CURB AND GUTTER . @ 5.00 $ 2,650.00 7 13 . EA ADJUST WATER VALVE TO GRADE @ 375.00 $ 4,875.00 8 5 EA ADJUST MANHOLE TO GRADE @ 425.00 $ 2,125.00 9 1 EA DRIVEWAY APPROACH @ 1200.00 $ 1,200.00 10 660 LF CONSTRUCT 2"X4" REDWOOD HEADER @ 8.00 $ 5,280.00 11 1180 SF CONSTRUCT CROSS GUTTER @ 6.10 $ 7,198.00 12 1 LS FINE GRADE FOR PAVING AREAS @ 9500.00 $ 9,500.00 13 1 LS FINE GRADE FOR PCC AREAS LISTED ABOVE @ 4800.00 '$ 4,800.00 14 1 LS SIGNING AND STRIPING . @ 5000.00 $ 5,000.00 15 1 LS MOBILIZATION @ 1000.00 $ 1,000.00 SUBTOTAL $ 189,984.50 TOTAL 1 $ 539,464.95 ' STIOULATIONS: , Owner to provide water meter and sufficient source for construction water at site boundary. Sub grade to be within +/- .2'. Site is figured to balance, no imports or exports. ** Asphalt price good until July 1, 2008, any increase in asphalt price due to crude oil and / or natural gas price increases after July 1, 2008.will be passed onto owner. Construction water & meter by others (Dateland will apply) Engineering , staking & compaction testing by others. This price is based upon unapproved plans & subject to change One move in per phase of work. Permits, Fees, Bonds or Certificates (performance bond, additional insured, ect) required of Dateland Construction are extras. Finish grading for landscape by others. DUST CONTROL: Dateland Construction will be responsible for dust control on its work during normal working hours only. Any additional watering to fulfill the PM10 plan requirements over and above the normal working hours and/or Dateland's work area shall be charged to the owner in. accordance with current Labor and Equipment rental rates. Buyer and seller agree that the general terms and conditions on the reverse side, hereof are part of this agreement and are thoroughly understood. ACCEPTED FOR BUYER n BY Vy �I�i� Submitted by: TITLE: Approved B Title PROJECT MANAGER Date:- S� When signed by the Buyer and approved by a Managing officer of this Company, this constitute a firm contract between both parties, hereto, for all labor and for all materials herein referred to, according to terms and conditions. . . o City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 8094 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 #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 Y2") of A.C. paving on ("` N/A "`) of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. i . . '';►' 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 (6) 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 ( 3 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 5 ) 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 growingcondition 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. PERMIT NO.8094 Malaga /Off -Site Street Improvements and Signing & Striping on Ave 60 / TM 33597; SW Corner of Madison St. and Ave 60 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. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. * RT Hughes Development Co. (Sam Anziano) and Dateland Construction Co, Inc. , hereinafter, referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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 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) neither before 8:30 a.m. nor after 4:30 p.m. 7. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside County Traffic Signal Maintenance Department at. (951) 955-6894 if signal operation at the intersection is to be altered in any way. 8. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 1 Special Conditions Page l of 8 PERMIT NO. 8094 Malaga /Off -Site Street Improvements and Signing &. Striping on Ave 60 / TM 33597; SW Corner of Madison St. and Ave 60 9.1 The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 10. 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. 11. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 12. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 13. RT Hughes Development (Sam Anziano) and Dateland Construction Co., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during soil import/export activities: a.. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. 14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition. . On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions Page 2 of 8 PERMIT NO.8094 Malaga /Off -Site Street Improvements and Signing & Striping on Ave 60 / TM 33597; SW Corner of Madison St. and Ave 60 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. 15. 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. 16. 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. 17. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily basis. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per. the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 19. 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 be. "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. Special Conditions Page 3 of 8 PERMIT NO.8094 Malaga /Off -Site Street Improvements and Signing & Striping on Ave 60. / TM 33597; SW Corner of Madison St. and Ave 60 20. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into the CalTrans, other City, or County right of way. 21. 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 b. City Business License c. Contractors State License Number 22. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p:m. 23. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 24. 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. 25. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 26. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 27. 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 II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 28.. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. Special. Conditions I Page 4 of 8 PERMIT NO.8094 Malaga /Off -Site Street Improvements and Signing & Striping on Ave 60 / TM 33597; SW Corner of Madison St. and Ave 60 29. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of g. Possible traffic delays h. Time of construction i. Alternate routes. The message board shall be provided for the commuters 48 hours .prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 30. 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. 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. Special Conditions Page 5 of 8 PERMIT NO.8094 Malaga /Off -Site Street Improvements and Signing & Striping on Ave 60 / TM 33597; SW Corner of Madison St. and Ave 60 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. 31. 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. 32. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its . original condition. 33. Access and egress to all local properties shall be maintained at all times. 34. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: 'A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved'h" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions Page 6 of 8 PERMIT NO.8094 . Malaga /Off -Site Street Improvements and Signing & Striping on Ave 60 / TM 33597; SW Corner of. Madison St. and Ave 60 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/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge. flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping, affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. r 35. 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. 36. 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. 37.. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime. 38. 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. 39. 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 7 of 8 PERMIT NO.8094 Malaga %Off -Site Street Improvements and Signing & Striping on Ave 60 / TM 33597; SW Corner of Madison St. and Ave 60 40. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; w 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C.. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. STOP SLOW PROCEED c. E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given, the responsibility to coordinate b. Use Radios or c. Field phones. F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to'start immediately, or when work is completed. Special Conditions Page 8 of 8 m. [GENERAL NOTES 1, ALL WORK 9WL BE DOE IN ACCORDANCE WITH THE SWDARD PLANS Of THE GOY O' IA OUNTA AND THE STANDARD SPEC6TDODNS FOR PUBU: IGI6 CIDSIRII MK UTFSt Mm AID THE ON O LA OUDIA SOANDAND KAM DATE AUGUST 2%. 2001, OR LATEST EE➢ON. 2. R MAIL BE THE RESPONSIBILITY OF THE MMPDyb*iTl OR CONTACTOR TO APPLY TO THE CITY O RA ODIFA PLED WORKS DEPARMNT MR THE NECESSARY PERMITS AID TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE VON All CLNRtM ENVRONYIXFu REGULATIONS DURING THE LIFE OF COt67 XM% ACTIVITIES FOR THIS PROJECT AOXI10144. STUDIES AND/OR PERMITS WAY BE REAMED. 3. IT SHAIJ BE THE RESPONSIBLITY Or THE OEY11" OR CONTRACIOR'm APPLY TO THE CUU M DFPARIWW OF TRANSPORTATION (GA AS) FOR NI OCROACHUM PERMIT FOR ALL WORK PERFORMED W DO tHE SOUR. RIGHT OF WAY. 4. TR: CTAARAOR SHALL OBTAIN ALL ROWS AS RCOAR) BY THE GOT OF U OUNTA OR OTHER G040M A AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CRY RDIIC WORKS DEPARTMENT SIB HOURS POOR 10 ANY GRADING, MGM OR CLEARED AHED EACHPHASE OF CONSTRUCTION AT (760) 777-71375 AD 46 HONE PRIM To REQUIRING OSpu7no S. 6 THE LOCATIONS OF DOING UNDERGROUND UTILITIES ARE SHONN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR DWI DETERMINE M EXACT LOCATION OF ALL EXISTING M1116 BODES 00 E)ATNC WORK HE AGREES TO BE FUILT RESPoNS83F FOR ANT AND ALL DAYAM WHOH MIGHTBE OCd®D18D 01 HIS FAME TO DXMY LOCATE AND PRESERVE Off AD ALL UTIIMS. 7. Of CONTRACTOR SMALL BE RESPOI FOR THE REMOVAL. RPIAOMENI OR RELOCATION O ALL REGULATORY. VAWNIA: 90 GUIDE SD16. A STREET NAME SITS AND TRWFC CONTROL SIGNS, TYPE AND LOCATION 9*1 BE APPROVED BY THE COY Or1NEEiL TRAFFIC STINMC, LEGENDS AND PkAEMNT UARORS TYPE AND LOWTDN SHALL BE APPROVED BY THE GOY E40110R. 9. THE CODRACW SALL NOT OSRM EX67ING SURVEY MOHMHNIS OR SM MARKS NOTED ON THE PANS. OR FOUND DIM COFSSRUCDOFL ROADVA. AND REPLACEMENT 914L. BE GONE BY A REGISTERED CIVIL 01G W WIN AN RCL NUMBER DELON 1XIM15. OR A 1JCRSED LAD SURVEYOR ONLY. 'a. ODF67MXMN OPERATIONS AND MAINTENANCE OF E UIPLOG WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL HE PERFORMED ONLY DURING THE TIME PMOOS AS FOLLOWS OCTOBER 1ST TO ARC. 300E MONDAY - FRDAY 700 AM TO 5,30 PY SATLNMY OW AM To SAID RIM MAY IST TO SE't01BER 3DT, MONDAY - FRDAY 6:.0 AM TO 7,00 PM SARMY 800 AW TO SDD PM WORK SANS BE PROHIBITED ANY ME ON SUR AYS OR ON FEDERAL HOLIDAYS. DAYS. 11. ALL TRAVELED WAYS MET BE CLEA D DAILY OF ALL ORB. IUD AND GEIRIS C6OSTED ON THEM AS A RESULT OF THE GAGING OPERATION. CLEANING 6 TO BE DONE TO THE SAT6fALTDti OF THE CIT BROO R. 12. ALL CONSTRUCTION AREAS SHALL OE NHIPEALY POSTED ANU LKNDED IN IXaFORWNCE WON THE SATE WMML OF 11"M SIGNS. L O UIS AND DENLfS FOR USE *IN THE PERFORMANCE OF WORK LION HGHWAYS IN ORDER TO OURONATE ANY HAZARDS, 11 GOHISTRIRTO/ PRCJECIS DISTUiEDD MORE THAN FIVE ACRES MUST OSTA14 A NATIONAL POiLUM OSOVRfd ELwww" SYSTEM OIPCfS) Puw. OgTi6/DEVELOPE76 ARE Fmxm TO FILE A LDTKE OF INTENT Pq SUN THE WAR RESOURCES CONTROL BOARD PROW PRFPAE A STORM 'W'ATER POLAMN i1iEVFNRDN PLM (SDi4) AND MONITORING RANI FGR THE SITE DE NATION& POWIOM pY9ARtE ELODNATDN S73TEI 6 A NMEW PROQLW TO COHO0. NOW -POINT SWICE POL.UTAIS CARRFD IJY STORM WATER, THE PROGRAM 6 IMPLEMENTED AND DOOM BY THE STATE WATER RESOURCES S COMM WORD, 14, THE CITY FOAM THE RKRIT m REQUIM RAN REVISIONS, AS NECESSARY. SNBS.CUENT TO PLAN MPRDOL GILT PRIOR TO COMPLETION OF THE IIFROm£LE3NT5 SHOWN ON THESE RAMS, F ANY NEW STREET NPROYEVENIS HAVE BEEN INSTALLED BY THE fJIT OR A TNDD PARK' WITHIN THE POWATE VOOY-OF THE DFOJEMENIS PROPOSED BY THESE PIAK MU WACf TE DESIGN INTEGRITY OF TE ➢1PRXMW PROPOSD IN 11E4.P1M5 AS ORIGINALLY APPROVED. ALL DO"M MCUJD= OUT -AD7 UNITED TO DESIGN AND IMPROVEMENT COSTS. 0000 AS A RESULT OF ANY DESIGN R09I %ALL BE DORNE BY THE IMPROVEMENT SPONSORS. 15, THESE PLANS ARE MD FOR A PERIOD NOT TO EXCEED UNDER (16) MONTHS FROM DATE OF APPROAL THE AWR74UW SPONSOR SHALL BEAR ALL COSTS ASSOC447ED WITH UPDATING I E WITH ANYttw arST' NOADDSS, O IO ITED 10VICES, OIGN RLR LAWS RECIU IMPROVEMENT N m� WED OR AFTECt � BY THE CITY OR OTHER ,RQZ6GCTDNS WTTN AUTHORITY SDSEORT7 TO DE RAN APPROVAL GATE. PAVING NOTES 1. ALL UNDERGROUND FAGUfES, IALUDING SERVOS: UTHRALS, SHALL BE N RACE ION TENOES COMPACTED AND TESTED PRIOR TO BASE GRACE INSPECTION NILLD PAYING. THE CONTRACTOR S SUM OMM4 EWDOXE To THE GOT ISSUED BY THE R.'SPEGM UNIT' PURVEYOR INGGTNG ME SUBSURFACE PORTION OF TiOR UNDERGROUND FACILITIES NAVE BEEN OWAUED AND ACUPTED. 2. A SfPALITE POW 6 RQLIRED FOR AL WAVA710NS WITHIN DOSING ROADWAYS AND TRAYELWAM LANE CLOSURES AND DETOURS SAIL BE POSTED, DELINEATED RING UCNTEO IN CONidtAVEEE WON M CALTIAW'MNUAL OF TRAFFIC CONTROLS FLEW CONSTRUCTION AND MAINTENANCE WORD ZONES AND ANY ACORDML REOUIROMEOS DOOMED NRL[SSM' BY DIE CITY EFL. I ASPIW.T CONCRETE PANIC. EXCEPT FOR OVERAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WON 0 DESIGNS THAT CONFORM TO SWOON 400 Or THE RNSED STANDARD SPECIFICATIONS 0040101A. YAM K16DN (O3DI BOOK). NOTED AS FOLLOWS: WEARNG COURSE (UPPER COURSE): WA-C2-M-400) BASE Wum (Loom Cwws: I®-B3-Nt-4W0 THE WTAD& COURSE SAALL BE A 0.1 FEET T CIl ME HOSE CDNLSEM SMALL CONTAIN THE D LANCE O THE REQUIRED ASPHALT COINGROM THICOM 4. W DESIGN REONEP. SEVEN (7) DAY -RIOT TO CCY'QnCE ENT OF PAVWO OPMOONS, THE CONTRACTOR SHALL UM FOR OTT APPROVAL A COMPLETE PROPOSED MX DERM ILEHT'IFYMC THE MCI GARIL(Cft671CS SUCH AA AGGREGATE INADQIOOS WOOS N OVA AGGREGATE (VMAL AR V0%.AW0 S-YALLE FOR VARIOUS OIL CONOMS MR EACH WL To UNSURE DMELY APPRO,'AL THE CONTRILTOR/CAFRER 6 RCORAGm TD REFER TO LA O.AOAS DESIGN Mm At4PMAL CHECK= (ROW F062) TO ENSURE ALL ROOARED LAB TESTS ARE PERFORM CERTIFIED, AM SUOMOTED FOR WACO 5, A DICK CDO SMALL BE APPLIED To E7DmNO PAVE Da, nit SURFACES AD THE A.C. BASE COUIRSL F TRAFFIC HAS GRAIN ON 0. THE TICK COT 9ALL HE SLOW SETTING AMC ENASFID A9W TYPE -SS-IW CMU14 D To SECTION 203-3 OF THE SEADUD SiCF1CAT701S THE LAUD ASPHALT SMALL HE OLIVE 60-70 AHD APOUED A THE RATE OF 0.1 CAL/YJ. B. GAIN. IMPROVEMENTS THAT JOIN DOING RIFRMWEIDS S HL JOIN OR MUCH IN A WARNER SA76iACM To DIE CITY OIOMINER. CON56A1CIDN OPERATIONS RETARD TO ACHIEW A SAFE GURABLE, ATSrfT - REi= TRANSITION BEFWa71 THE NEW AND DOSTID OFROVE®M MAY INGOOE SAWING, CUTTING. REMOAL. RPLAGNIONT DAFIM AND/OR COD PLANING AS IEEOID. 7. ALL MAHORLS AID VALVE BOA FRMFS SMALL BE ADAM TO FINAL OWLS AFTER PAMADO ISUVI.AmH IS OGAEED. 8 THE GARB 91NL BE ETCHED OR SRIRED SHOWING URM SWAGE LATERAL LOCATIONS AS POLUM -S FOR "M 'Cr FOR OS, APO •C FOR QiCT ICA. POWER SiGNING & STRIVING NOTES _ SEE SHEET S FOR 9 " d STRIPING NOTES CITY OF LA QqINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA OFF SITE- STREET AND SIGNING & STRIPING CONSTRUCTION NOTES & ESTIMATED QUANTTTES ♦ STiMT Ir1IROYBI8fr9 UNIT OUA NTTfY t. COSTT. 3 1/Y K OVR If CAB - SF 43,189 2. CONSt, F CONCRETE CURB d GUM PER COY sm. 201 IF i,243 3. CONSTW CROSS DUFFER PER Ott SM, ONG. NO. 230. MDOEtED m W=6' U 3 I. OD S`rw 06M RAMP CASE -I{ RFR (TY SITU. OTT:. HD. 750 fA S S, COAST v DEPRESSED CURB FOR FUTURE ACCESS RAMP POD IXIY STD. N0. 250. EA 3 6. CO STIR CE CUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER M GAG. St, 3", EA 2 SAWCUT AND REMOVE 039MG AC PIbDNRT ' Sr 960 6. ROM DOSING DM AD GUFTIR V 5J0' 9. 1 DOSTOD POWER POE TO BE RELOCATED BY 011106 CA 6 .- TO. ADJUST WATER VALVE TO GRADE E�__ 10 i1. ADAM SEWN MAJINOE TO GRACE. _ ETA 5 T2 CONSTRUCT ORVEWAY APPROACH PER CITY Sm W. 22t EA I R3. CONSIRUCF f.0 RDWDOO HEADER EDGE 13DTECIDN. Itf 6zs I4. CONSTRUCT CROSS GUFFEG PER CITY SM. CAC. NO. 230.---- 1S CONS FRAC! F MEDIAN CURD PER CID SM ODG. ND. 210, W/Gf t8 I SGLL STREET LAID PER RVERSDC CUM STD. .DWG Nw IOW CA 1 # STORM DRAM IJIWVBANM UNIT OUAIIM 22. CONSTRUCT 2f ROP STOAT DRAIN (D-LDD - 2500) LF 81 21. wismia 3F RCP SODA DRAIN (D-END - ZOIO) LF Is 24. CONSRUM CURB INLET CATCH 8ASDG PER CITY SM No -300 U 2 _ - M (XY6TRCit7 MAWIOE ND. I PER COY Sm. N0. 300 - -- FA 1 - - 26. CDNST. FLAT➢ WINDS" GUO I STRUCDIRE PER OEIAA ON SHT. 4 FA ; 27. -111 SLOPED PROTECTION BARREN PER -:ARIA STD. RAN 3s0-S v I # SiGMIp A 87fiPNG LIWVEMERM UNIT OUJINRTY 30, INSTAL TELESPW. SOLAR TUBULAR PPS PER COY SD EA 1 31. SMALL STREET NAME SIGN RR CITY SD. 0WG NO. 500 G i 32_ DISTILL DOUBLE YELLER STRIPE. NO PASSING PER CA MUTED SA. KT. 22 W NPY U IDN7 31 wsmu f Yam EDGE O PAATmor LINE RR Win sm GET. 27EL IF 660 34. mrAL RI -I SIGN (3F) FEES CA YUTCD sm. 35. ST7rtri -SOP PER YUTCO STD. CET. A24D. EA. + 36. DISTAL 1Y WHITE LIMITNE PRECAI;A WSr" LET. A2NE EA t 37. MSTALL R26(5) SCN PMUTCD 2008 AND DEIAA. HEREON R EA i ]A ROM 116-3'PAVEH@R ENDS SOD FEET SKIN PER CA YUTCD 2006. -. EA i UTWTiES. WATER SEWER AND IRFWATONE COACHELLA VALLEY WATER DISTRICT ............. (760) 398-2651 ezc; C: IMPERIAL IRRIGATION DISTRICT __.... _._....... (SM) 103-rYSO TELEPHONE: VEIZCN.._..................................................... (800) 483-WW GAS: 7HE GAS COMPANY .. ....... ....:.................. ..... .(SOD) 303-77% CABLE: TIME WARNER . .... ...................... ....-................ (760) 340-1312 IMPROVEMENT PLAN TRACT NO.33597, MALAGA PORTION OF THE SW 1/4 OF `;ECTiON 30, T.5 S., R. 7 E., S.8.8&M E,TRACT No. 32840 L W A TRAI I I SFEET.,_INDEX Q nrlE p7Sf / WIFE), Aw 02 STREET IMPROVEMENT PRAM, AVENUE 60 SIX 25400.00 TO StAL 33H50.00 03 STREET IMPROVEMENT PINL AVENUE 60 ST11. 33.50.00 DO STA. 42+00.00 STORM GRAN IMPROVEMENT PLAN Q SIG DID AND STRING PLAN, AVENUE 60 C 500EHY F AG40ER Y JS Ct43)IAo G7a9 � 7JiL1771i 1 -'IW UA»STFE ( ti' '8' ,�1.I 7RIGT Aa 32A43 i/TinW7 iO R PROP. F-am J/ rr-F rsAc 14 e.xx F41 Ndk u C a 5. cam: 5.•A"A:V/ J 'YErI`-FUA1tCr AtA R LGLD SID m -r✓nArGdc AVEME 60 - TYPICAL SEC7XNJ I \ V7 NDEX MAP\ SCALE `:'>•12C' 1 9WlDFAYY < • ' 7E mmr DWT AAA 1W.? RFD° PEPF_1R'TR AEOCC M. IC-F AS-QO7' T MMr. mie9Y -I - M MD SM A A1104E 60 - 7YPJC4L SEC7)fYY ( (5GL ,A3.aILe7 TO SU 4N}AOGIV ¢DCIt S7REiE� LD 57u FSF w (STA 2W 7a?0 70 STA .u+•'ie 8 _ (lDIC4L SIFffE/� ED S1DL UST Z CONCRETE MIX XTO CSHALL BE RATIO 0 PSI 0.5. CONCRETE WITH TYPE. V CEMENT. 06 NOTE: ALL PAVEMENT SECTIONS ARE MINIMUM AND ARE BASED ON R-VALUES OF 50 OR GREATER. THE PAVEMENT SECTIONS MAY INCREASE SHOULD ACTUAL R-VALUES BE LESS THAN 50. -UNDERGROUND UTILITIES TLTIES OR STRUCTURES R3VDE RTED BY OWYCR OR RE CLOWN ON THE CORDS E) AMMED ARE INMrATED WTTN OCATNM AND EXTENT. THE OWNWPER OY ACCEPtm TIMI G WITH ROVEMENR PURSUANT 'TiAGREPS AND t0 HOLD UNDERSDNED HARMLESS FOR ANY DAMAGES IEN:E OF UNDERGROUND UrATR:S OR SORUCTL Ea'T.. NOT IX DEII FDTHE RECORDS MOT LYDICATED OR SHOWN GO TRECORDS RKTOR 6 !SO4RED TO TAKE DUE PFiCAUTOYJitY I tHE ITIAlf.S OR SIRUCIURES 9RONN AND ANY CiNR MIRES EOUNO AT THE SITE. IT SHALL BE CONTRACTOR'S IYVY THE OWNIE OF THE 0XTTES OR STRUCTURES SURD G WORK. PRIVATE ENGINEERING NOTE COSRIAC-=N AN TRt^mR AGREES THAT IN ACCORDANCE WITH CENE'WLY ACCEPTED CONSORE'C'ICN PRACRMS. CONI STRUCDO CON<7ACi WILL DE REOL-rD m ASSUVE SOLE AD CWPLE L R_KPONSUMTY FOR J09 SRN. CONDITIONS OMNG COURSE OR CONSTRtX:i10.Y OF THE PROJECT. WRETO. MICItIOAIG SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REMIO..MENT SHALL SLi BE MADE APPLY COWMNOUAY AND NOT HE LIMITED TO NORMAL WORT040 HOURS, AND CONSTRUCTION CGNTRACIcs 'FuvNzAGREES P TO OM D. WDEMNOI AND NMC O[SGH PR"J. FSSDFJS. IIARNNESS FROM ANY AND ALL LUABRUTY. REAL OR ALLEGED. IN CONNECTION WYTN THE PRFORMANCE Of -WORK ON THIS PROJU!, c(CEPTH+ UAmrL ARISING FROM TIC SOLO NEGLIGENE< Of OESDN PROFESSIONAL `-- - - CY C• �!` ;? /» `QY Ci Y;: Y 0, 0,0 I f PREP,IyGREss,4 PRANGER E M R.CE, 21359E ' _-_ - -iI1:+ APPROVED BY: __�.__- _._ AREV.-IONS I I Ommm m ➢AAATN 8Y: CHECKED BY: T ,1T'! ENGi R LEGEND FL FLOMME O4T. INTERSECTION TC TOP OF CURB RP RADIAL POINT rs FINISHED SURFACE R RADIUS PI POINT OF INTERSECTION L LENG T WLY NORTHERLY T TANGENT S'LY SOUTHERLY OC ON CURB B CLY EASTERLY GB GRADE BREAK W'LY WESTERLY TIP. TYPICAL CS CATCH BASIN -r. DIRECTION OF DRAINAGE W WATER FLOW ON STREET S SD SEWER STORM DIRMN RETENTION BASIN OVERFLOW VC VERTICAL CURVE ROUSTORM TE ( DRAIN PIPE h 010 10-YEAR PEAK FL17N (CIS) WERLNRD RdRE) 0100 1OD-YFM PEAK ROW (CIS) SIGNING AND STRIPING OWRDOW PUN CFS CUBIC FEET PER SECOND O SHEET COAX NUMBER R/W RK04-OF-NAY MEANDERING SOErALR 3 RTWO msh BYC BEGIN OF VERT" CURVE ❑S sm INDEX NUMBER WVC EVC MIDDLE OF VERICAL CURVE END OF YERW-61 CURVE 3 O STFREI IAPROVIDW RAIN BC BEGIN OF CURVE BEET INDEX KAM EC CTR END GINN O G HCURVEam LOT MAW RETURN ECR PRC END OF CURB RETURN POINT REVERSE CURVE AC Do OB PCC POINT COMPOUND CURVE EP EDGE OF PAVEMENT D"JaD PAW" (MNA Q TG CENTERLINE PLAN SOIL'S ENGINEER CERTIFICATE THE UNDERSIGNED SOIL'S ENGINEER CERTIM THAT HE WAS RECEIVED TB5 GRADING PLAN AND FOUND R TO BE IN SUB- ...._._ STM7K COMPLIANCE WITH THE RECOMMENMTONS CONTAINED IN THE GEOTECHOCAI ENGINEERING REPORT BY IANDNARK CONSULTANTS, INC. (LC), DATED MAY 27. ZOD5 AND UPDATE LETTER DATED AUG. 15, 2007 AND FEB. 11. 2008. LC REPORT No. LPO5098 !1 R ") �. �2N4ew;ii.77-948 i. POLY OES I11I A CAR ]221 G S &9.=__:.J a (760) 360-0665 V_ •SUi,� '' �---- 3G LI°Q O7 CA:' DREG M. CHANORA E DATE OWNER / DEVELOPER R.T.HUGHES CO. LLC. 78M MENUE 47• SUITE 200 LA 01.67X CA 92253 (760) 77:-8890 CONTACT: PATRICK CDOMO F BASIS OF BEARNG THE BEWNGS SHOWN HEREON ARE BASED ON TILE CENTERLINE OF MADISON STREET AS SHOWN ON RECORD IFMAnf OF SURVEY 112/64-70. BEING NORM E14'OB' WEST'. t2• - MICA Ah mot -F>x ASSESSOR'S PARCEL NO.'S LAC, ICICLE PER IR * 32AT1 643-090-024 FLOOD ZONE DESIGNATION 1 PEP.? mo sm AV FLOOD ZONE OESExUnON -)C -PPLHa 06070900058. 1 DATM. 8/19/91 WYE AWJKA! F a*3 F07 ,,MCA Ah mot w SMVA Wr. CrtYoTLAQ�iNTA UNDERGROUND UTA..TTES AS WILL 6E' a-LoCiED d lm-.cm BY M47 Ah Am?. PMBQn No. �Set AB 73 REOLARES EVERY PERSON PLMOING TO CONDUCT DGCAVATAN NOTIFY A REGIONAL NDTI1W10N CUM AT LEAST IWO PRIOR TO DWATION AND. F PRMCTM ONE AREA TO BE EXCAVATED SHALL BE MDWM A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTFMTAN MINOUT WHICH ANY POW OR DIRECIVE GMNG UNDERCFIOUND SERVICE ALERT PERMISSION TO DUVATE SALL BE WAM vDmTm NUMBERS DM IN 14 DAYS. FOR BEST gDMLAINIGi10N, PERSONS PERFORMING CALL TOLL FREE: allVAINJ D WL7 MEET THE U BLM CONGA I S AT THE JOB WE FOR i MGM BFORMATIGT YOU CAN CONTRACT THE LDGIL REGIONAL OMWTDN - vOoo CNTEIL 227- 2600 UNDERGROUND SERVICE ALERT Ic')I3030 SATURN STREET. SLDTE 2DO TWO VMONlO1A DAYS BREA CA 92621 BEfOFE YOU 0F0 7-(8G0) 227-26W ECTION OF: IN THE CITY OF LA QUINTAL STATE OF CALIFORNIA a GO mm A-,, i . WORSE 91i �F I OF MFC 11mr, MA m Fmpf Y l\fm OF sm A7H�IIQIT/� VI�V1/W�1�1N�1WRMptlF1{1�YV��I fIDATE:^� .rA-Y -D�9/3O/O9 1.D CA S� R I C N U A T 2 Y-no-7-m I AT1�N � JIFIFLN FTTIVL�TI FW\ cHL_ PLANNERS ENGINEERS SURVEYORS 1 TRACT NO.33597 • MALAGA TITLE %w I Fm MAP rJ °F-SHTS NNQ� W. a0 O p SCATS: SEE AHLEVE A 4,AA (aM CWFS IN, AV. m A uas cm 0 IN OarJc3 Pw M SI. 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G WALL DEWC SEE ONSITE STREET CwD m N. 36627-3601. IMPROVEMENT PLANS W.N. GRIND AND OVERLAY JSAWCUT AND REMOVE O 0.10' MIN. TN;CKNESS OR Ex. EDGE PAVING (CITY d LA QLI+VITA AS DIRECTED i Y MiN. Plan Sot No, Z i - NEW PA:iMENT - UNDERGROUND SERVICE ALERT CALL TOLL FREE 1- 800 227- 2600 CURIE DATA DELTA RADA Lm CI DOWOEF 25A0• 392r C2 90oow moor 392r u 9014.45Y 3&W 553Y G 9aWW 25X 39.2r CS rwww 25.00r 39.2r 06 8413'2Y 35.00D S4.50' OATA riDISTANCE r © GRAPHIC SCALE t JON DETAIL@ Z IDIrar, Nr5 tTPrN - Son Z } TWO WORKING DAYS BEFORE YOU DIG ... a UNDERGROUND UTIUTTES ALL 3RICERGROIANO •UDLITIES Oi STRLCRIRES REPORTED BY THE OWNER OR ONIERS A•IO THOSE SHOWN ON THE RECORDS EXAMINED ARE WOICA tO WITH THEM APPRO=IXTE LOCATION AND EXTENT. THE OWNER. fiY ACCEPTND TIrtSE PLANS OR PRCAXECING MT>! i1xPR0YEI3ENT5 PURSLMFI 'TrtREfO. AGREES 70 ASSUME UA&VTY ANC TO NORM UNOERSXCNCfl HARMLESS FOR ANY DAMAGES WSUET:NG FROM EXW ENCE OF UNDERGROUND URIR ES OR SrRLx:r A ES NOT REPORTED 70 THE UHDERSQJED. N07 MDFCATED OR SHOWN ON THE RECORDS EXAMINED, THE CONRLACTOR r REOUFRED TO T,W.E DUE Pf$WRIONARY MEASURE$ TO PROTECT THE UWIES OR STRUCTURES SHOWN AND ANY OTHER Ulu= OR STRUCTURES FDUND AT TI.E Silt. R SHA L 0E CONTRACTOR'S WSPONSERI?Y 7'O HOTFY THE CM:IERS OF THE LrWrIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT W Ap'�lANCE MN GENERALLY ACCEPTED COHSTRucnoN PRACITGES, CONSTRUCTION COAIRACTOR Wit-' DE R_FOUIREC W ASSUME SaE AND COMPLETE RESPONS2UW FOR JOB SITE CEINTRIONS OI1Rt1M TRIF, COURSE OR 3xJN$ImirnoN OE THE F7ROIECT. tNCIUDLNf� SAFE,Y OE ALL PERSONS AJJD PROLEFFT..- 7HAT THIS REOINREMENI SW W. BE MADE TD APRY CONTINUOUSLY Mi0 HOT BE NM PLED TO NORMAL 7R7i1OIQ' HOtFitS. AND COIH51R11000N CONTRACTOR FURTHER AGREES TO DEFEND, INDEMN.FY WD NOIA DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL U-SkM, REAL OR AUEGEO. IN CONN3F7ON NRN THE PEWOW'ANCE OF WORM O.N THIS PROJECT, EXGPTM LIABILITY AAMM FROM THE SOLE NEGLIGENCE OF OESIGN PROFESSIONAL QpjR'iS$/Qy- 'F CS r. �[, •�' Vf� -4 OIL 9-30-09 'a � CTY,I Or Ott PRE UNDER THE DIRECTION OF: DATE: �D'f 400, ,, . u O R C f Se[ X6 1 Q0 CAWJS$ at x u L 7 2 VOH %bJmd,J FA1C :®@,Alma P l A N N f R S ENO 1 N E E R S O U R V E V O R S IN THE CITY OF O�U[INTA. STATE OF CAUFORNIA _/J� J EM SHT._ w 5 w OF_SifTS, t rn LL LL /LA ART Sn OiflLGl TArTTy[w Km TRACT N0.33597 • MALAGA AVENUE 60 SC. 33+00 TO 4a� SE EX 9 RACE. 20556 -._ ___.. __-____ - APPROVED BY: _ DATE: ZD 9 _' - SCALE: SEE A90YE •[N[N •Are pH4�{ t9T ((tti$pp{{ EMR$ INI IN. OD. A OUR DU SO N CMr TE POST Y0T $DxPCCi A M. i., CIIaiP d ItX(ME bf.HO ,CUD SBM AVDAf Dfl'.• -SKIS$ ♦ SmW • ALApi$ POR. OF NE 1 4, SEC. 33. T.65., RTE. S.B.BaM , RE N � ai :�JSirJ� ,ITY •ENCSN R.Cw. ?SASS DATE DEC. 2007 FOR. R.T.HUGHES, CO., L.LC W.O. NO.. - k\7Y. ,1mW1AOFF9IE}SP-w- A. 3117/08 OEslGNw Iry: DRAWN BY: CISCXEJ t1Y: L.Y. OUTSIDE OF QF PPE U jI+O c 'II ELEVATION �- DIMLNSN)!S PIPE I E W OWd 1_s__�_•-7 1I Y�s Y-(r 3tT : r-NY l r-r 39' 1 T-C 4•-4' 47 , 3•-U 4T 14•-O' 15'-6 4 0 ,-1 •,I Q.C. EA WAY b 'TF { 0 'I WATT SIG- JCANTS I �— CONTINUOUS BAR— w REND i14 0 12- SECTION Y- Y O.C. FA WAY WINGWALL OUn-ET STRUCTURE 2$ NOT TO SCALE UNDERGROUND SERVICE ALERT CALL TOLL FREE: 1- 800 227-2600 U TWO WOF'i014C8 DAYS BEFORE YOU DEO UNDERGROUND UTILITIES 4 PRIVATE ENGINEERING NOTE ALL UNtaERGmm UIMNIEi OR STRUCTURES REPORTED By THE OAVfi CA ORCRS AND PiOSE SHOWN ON TO RCIXY.7DS ElAu.'2D ARE IIDICA-+EO IMTH COfi3FRULNON CONTRACTOR AGREES THAT N ACCORDANCE 'MIN GENERALLY ACCEPTED CONVRUC10% PRAcn ESE. CONSNRUCTIDN CDNTPALTOR WLL BE TOM APPROXIMATE WCA710N AND DITENT. IHE CANER. BY ACCEPTING THESE PLANS OR PT26LEEO1040 WITH WPROAdONS tALMANT TIERETD, AGREES REpYrED TO ASSWE SOLE AND COMPLETE RESPCr1510ILIn MR JOB SEE CONDTIOtts DURING THE COURSE OR CWAIRrSr10N OF THE PROAXT TO ASStWF. IJN111LiTY Arar TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES R_S ANC FROM MtENCE OF LAIDERCROIND UF4TRES OR SnUXT ARES MOT �SPORTEO TO ?E U40ER5r IRA NOT INWATDD OR SHOWN ON TO RECORDS INCLUDING SAFETY OF ALL PERSONS AND PROPERT,; MAT THS REOIARCHENT SHALL BE MADE , APPLY COKINKIC ALY AND NOT DE UNPAID TO NORMAL WORIONG H W;M AND CONSTRUCTION CONTRACTOR FURTHER AGREES TC OWED. THE CONTRACTOR IS REWIRED TO TAXE DUE PRECAUTIONARY UEJSUTES TO PROTECT THE U7ITIES OR STRUCNRS SNOAW AND ANY 01/iL DEFEND, INOEUNTIF' ANO NMI) DESIGN PRDTESMM W:RMI 's FRDN ANY AND ALL LOSUTY. REAL OR ALLEGED, IN WNM1:CIION MIT. THE UTILITIES OR SRUCPJRES FOIAND AT *THE SITE R SKALL DE CONTRACTORS RESPOrSIBRJrY TO NOTIF-. THE OWkCRS OF THE Lf MIRES OR SSRiIC^JRES CON =4G) BEFGi[ STARIMIO WALK PERFORLWCE OF WORK ON INS PROW. EXCEPTING L'IABkfT'A ARISING PROM THE SOLE NEOUGENU OF DESIGN PROFESSIONAL ;T ASONS DESNGNJ BY, DRAWN W. NMI �. t IR .n t Kd -:i L r ..{- i• �.:.r = .. �. s- s =._.. jj ,.._ -..y {{ r _ t T^t + b 1i .T - �7; s / 3 i f. } :b = ,if} �. i + x.. } { } y { r � _t. r N i r t{ �._ } r I {, N 7 r i i =t y-- RiIB00FF}845UF ° i Y-- PFDP 6V._.I�iF�i':i - A , •. s—+ _ > z _ fir^ �i t _. { -- y :r r y .. s- �.: } s104207a-.-.-.+. - { � • 4TE+2R.R& _..... x PROP bV vm IAB}AL }14iw�R�w� ," I c s 1L.fNY Y:FY ,D�t� + L. Tm QF Py61YJLTERFL iI a t - Y'TDP aF PiFRf61.8S _r r t3F:T�E 181.$Ok =4 i qq { 1 •-�•N•��... $ i ! L } .� •il'. ' x gF'.1: } _i r T }- } -.__ !_ ' .s F'. ro. L kr p r N _ i y�tp5t .? Q SSp ..:_t T .i . S . mrr. _$' �'Lr - �- 8�--- F L-" rx a_;1 4. .� t __C.. b i..- _i c:_•_ x' Aso r i T? CDTSTf }742 t: 3S - '•,• 7 RCP SIDRN OP/W i- t tL1tA/E t _ I T t .. .__ r ) { T. r I r •t . i _? i- I x+ L_ T 'I r i aJ' T t i - r OINPrp.Diis S'f- # t ='ViW^1.53 a }_ x rYRp•/L�i7 fP5 z I "t 1 LINE LA ERAL' Di1 F t {t{ i ...�.�' s..:.z. + - >:_} - i -: i 4ya1.7CF5�.1 I _ ift t r t Km�tidrPS E.A. 1._.- r- T... i 3 f SGALES -d. +- - _ -. 10+00 —�1 +00 PLAMALE 0+00 1 +00 CONSTRUCTION NOTES LATERAL D 1 aNIL � I (. � ® CONSTRUCT 24' RCP STORM MAN cD-LOAD - 2500j a ® Gg61RI0 38' RCP STORM ORAPT (D-1.040 m 2000) Q C014STRIICr CURB INLET WCH BASIN PER CITY STD No 300. J I, CONSTRUCT MAMDIE N0. I PER CITY STD. No. 340. caprirCI T f1mm WIFRGWAiL WW SiRUCm pm GL-MAIS SM. 086-8 C OEUi IMON. yCsj AV.E.N_U E...60.__ WALL SLOPE PROTECTION BARRIER PER AM STD RAN I . ' I RW LC 1/' TON 1Y DEEP RPRENDW OISSIPAiOR. Z L-10'. W-Y A- - _ _ 1- -.L'_Gpy-1�------------ - U ,�-,OF1L34 LINE At• I® — '— — taoQ_ao tAT_A1 _- _ iN; a2f4738 467.5E FL IL PROP. IiQG�7AC Rp6ATON MAN F- 1 t Ii i B _ `s, PER cm 1 . NO. ,Ws W I y 11R 0 SEE ONSRE 1 i 11I ,..EAt7 . PROP. 0916 Na a FEEOFR MAIN STORM UGH Q PER cm M. No. mW& W DM AARs LINE D 0 a z r'clTv o(LA W:4TA z CUM DATA COURSE DATA I! PMn Set No. ; �• DELTA RAD. TEFL BEARING p5VlCE ! I C1 K37'25 22.50' 17.SY LI N a408ZY E 1038' !.__-�" to C2 L2 N 4101.00 E ,s1r GRAPHIC SCALE p C3 U1 N B2SW N 1 44.2Y to Z a _ EInnxTI z Ih b_ 40 tt z ECS,4, PREP UNDER THE DIRECTION OF: OA1T' oe TReb *w 47 E ' . M O R M C L�A•1}o{U(tNrA. STATE or CMiFORNU IN THE Crtt OF V��T�QIryG�i J�IpOM�IR�Wr\ W � uj e `yn ES S I� GCT151 ! C K J L T 2 tb[a')fG))I.NLt flfT/r�Tl EW\ $Hr. 03 en - " tb, YXbB r•. A v4 ENa 9-3" R.C.E. 20586 rvx )ax'n,'4arA TRACT NO. 33597 - MALAGA 5 OF_SHI'S. APp fiF; OS ��, Zak PLANNERS ENGINEERS SURVEYORS] `D hYll ay�k � D ►W- SEE k'iOYE 4rN<N rem tmN I)m wr W. Do. A ICI Net sB a ODOM rmT O' qL,s'"- POP OF NE 1/4. SEC, 33. 7.6S.. 0.7E. S.B.SU ELLA, THY T P ENGrN R.C.E. 45843 FOR: R.T.HUGHES, CO., L1C w.a NC: DAB a[C 7D07 SPOM A Of SM. MR& OF MWOE 94EU AO SON WXX BEYr -stab . Foos - aTsw 11TtvrMMa NMlnr;ci:rtcR.fc:- he. 1/t9AW I If GRAPHIC SCALE (� FiaBf T .mA a 10 R CONSTRUCTION NOTES ® INSTALL TELESPAR SQUARE TUBULAR POST PER CITY SID. ® MAU STREET TAME SIGN PER CITY STD. DING. NO. 500 WALL A• DOUBLE YELLOW STREE NO PASSING PER CA MUICD M. DEN,. 22 (W H RPM) ® INSTAL i WHRE EDGE OF PAVEMENT LINE PER CA MI7TCO 2006, Di.T. 278 ® INSTALL RI-1 SIGN (W) PER MUTCD 2006. CA SUP. ® MUM •STW PER CA WCO 2C06 STD. DIM. NO. Alm. ® INSTALL It WHITE STOP BAR PER CITY STD. ® 06TALL R26(S) SCN PER CA UUTCD 2006 AND MI)& HEREON. ® INSTALL wB-3 •PAVEMENT ENDS 500 FEET SIGN PER CA MUTCO 2006. EXIST. DASHED WHITE. - .• L- ANTE LINE EXIST. SOLID DOUBLE YELLOW liN6 f_EX. STOP SM �EXST. EDGE OF PAVEMENT ST. UMO UNE EXIST, LIMIT LINE .......,,_......_......_.,_: TOP'EM. SOLID DOURLE ....... _....„..........:..... ... YELLOW PAINTED ME" .` .:.....::.......... _....:........ .................. _ ST. CURB & GUTTER EXST. GASHED WHITE LINE • ,..�.� LANE EXIST. SOD WIRE BIKE INff LINE' STOP ®.RID-1 3C K 3S PARKING ANY _ TIME ® R26(S) CA Irw X IUH SMING AND STRPING NOTES 1. THE f21Y%RETAINS THE RIGHT TO REWIRE PLAN REYISIOMS, AS NECESSARY. SUBSEQUENT TO PLAN APPROVAL. BUT PRIOR TD MuTP ETWN. OF THE MPROVEMEM5 SHOWN ON THESE PLANS, IF ANY. NEW STREET RiPR &RANTS HAVE, SEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE MM LATE vag-,Y OF THE IMPROVEMENTS PROPOSED ITT tHESE PLANS, IF CITY STAFF DETERWiES THE hMY- 004LLED IMPROVEMENTS IMPACT ME DESIGN WTEGRTTY OF THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDAVG SALT. NOT UNTIED TO DESIGN AND MPROMFAIFNT COSTS, INCURRED AS A RESAT Of THE DESIGN REVIMG SHALL BE Ilti4N BY THE IMPROVEMENT SPONSORS, 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE. STANDARD SPECYKATIONS FOR PUBLIC WOW CONSTRUCTION. _LATEST EDIWIL AND RIVERSIDE COUNTY STANDARD PLANS. LATEST EDITION. FORMATTER RDERRED TO AS THE STANDARD SPECIFICATIONS AM STANDARD PLANS, UNLESS OTHERWISE. SPECIFIED. - I TRAFFIC SORIN6, RAISED PAVWNT MARKERS, AND SIGNS. (EXCEPT PAVEMENT LEGENDS). SHALL COMPLY WITH THE LATEST EDOTON OF THE. CALTRANS STANDARD PLANS AND STANDARD SPEOFICADONS, MPRFNTER REFERRED TO AS THE STATE STANDARD SPECIFICATIONS AND STATE. STANDARD PLANS, 4. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS, CALL CITY INSPECTOR AT (760) 777- 7075 O MAKE AR 94009M FOR RENTAL. OF CITY S'IMS OR INFORMATION REGARDING MODEL NOS. OF CITY STENCILS S. RAISED PAVEMENT MARKERS SHALL COISt7RM TO THE PROMNS IN SECTION 85-OF THE STATE STANDARD SPECIFLGAn%% ENTITLED PAYMENT MARKERS. ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO THE FROMM D! SECTION 95-2.014 OF THE STATE STANDARD SPE'CIFICADONS ENTITLED RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS. 6, TRAFFIC STRIPES'AND MARD40S SHALL BE APPLIED IN TWO COATS, WITH REFIECFORRED LUTERTAL IN BOTH COATS. AND SHALL.COTSORM 10 SECTION 8A-3. ENTITLED PANTED TRAFFIC SN&'FS AND I'MM'NT MARKINGS. AS SPECIFIED IN THE STATE. STANDARD SPECIFICATIONS. 7. ALL TRA X STRIPING AND PRUENT, LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CNPUSE TRAFFIC AS A RESULT OF THE RETVLY.MALLED WORK SIM ON THIS PLAN SNAIL BE REMOVED ST10 SANDRASM OR GOADING. & DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED wTRDN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY -TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLAST= OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING BULL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR DEWS WITHIN THE ROADWAY SHAU BE REMOVED BY MECWVOGLL SWEEPING OR.NIGH-SANER VACUUM. 9. SCARRED MOMENT SURFACE RESIXTWG FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASSAULT PAINT CONFORMING TO S:CTU 203-8 OF THE STAN04RD SPECIFICATION& SCARRED AREAS FESTATUFG FROM WON QU GROW IfUND REMOVAL BULL BE FULLY COVERED WITH AN ASPHALTIC PAITED.S DARE OR RECTANGULAR SHAPE THAT COMPLETELY OBUTERATES THE OLD LEGEND FORM - To. ALL SIGNS' STAB'. COFORM TO SECTION 56-2. ENTLED -ROADSIDE SIGNS• AS SPECIFIED PI THE STATE STANDARD SPECFDATIOS. SIGHS SHALL BE RERECTORIIED SHEET ALUMINUM USING HIGH W 04SFIY GRADE SHEETING WITH 3M /1160 PROTECTIVE OVERLAY FLY OR APPROVED EQUAL ALL. SONS SLALL BE LOOMED WITH THEFT/VANDAL-PROOF FASTENERS CONHUCTOR SOUL INSTALL ROADWAY SIGNS AND POSTS PER THE SYYN AND POSE S%IFDLL.E. ONTHESE PLANS UNLESS OTHERWISE .NOTED, it. PER GOVERNMENT COOS SECTION 42t6, IF THE WORK IS IN AN AREA W14104 IS KNOWN. OR REASONABLY SHOULD BE !MORN. TO CONTAIN SUBSURFACE MALLATNIIS. CONTRACTOR SCULL CONTACT UNDERGROUND SERVICE MEAT (U.SA) AT i-OM-422-4133 AND OBTAIN AN INQUIRY IOM7FIIP{'ATION NUMBER AT LEAST TWO WTRNING DAYS (48 HOURS) PRIM TO COMMENCING ANY WORK THAT PENETRATES THE FXSTING SURFACE. .. 12. STRFNG LAYOUT SHALL DE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PERMANENT PAINT, CONTACT THE COY DCD JBNG OEPARTMEM 48 HORS PRIOR TO LAYOUT. 13. STEEL SIGN POSTS t.NSTNIM IN CONCRETE AREAS BULL BE INSTALLED IN PVC SLEEVES TO FACILITATE REPLACEMENT: WCCO POSTS SHALL HAVE It X It CONCRETE RUED BLACKOUTS AROUND THE POST. 14. LANE C.OM ON ARTFRUL ALLOWABLE ONLY BETWEEN &3D TO 4:30 WEEKDAYS. TRMFW CONTROL WIHN SOO' OF TRM IC SIGNAL.. ALLOWABLE ONLY BETWEEN 7:00 TO 3.00 WEEKDAYS Q ' V, g Q P d z I- U n. UNDERGROUND SERVICE ALERT N Cate TOIL. FREE I�]G}iT AND LATERAL LOCATION OF c 1- TOLL F CITY of LA al-liNTA �( SIC4IS FOR TYPICAL INSTALLATION z - pIDO $tit No. — FEE UTATO IO13. IN SP. Q GI/nrl �/�— - INCLUDES REgMTORO'. WARNING 3 GUIDE SO,S Z 227_ If<+00 Y+ - 006 NOT MAJOE ODLBNA� SETS OF SIGNS ON ONE POE Z LL VV Ur J TWO WOFTN7Q GAYS BEFORE YOU DIO - y UNDERGROUND UTIUTIES PRIVATE ENGINEERING NOTE -- PREP UNDER THE DIRECTION OF. )AUAIAme E7 IN THE CITY OF LA QUINTAL STATE OF CALIFORNIA. W Q9DFESStO� 1 : O Y O R !. F sw W .. - ,\yf , n R,C.E 20596 Eye �yy�p� • . ALL UNOEFCRfiU� UTILIZES OR STRUCTURES' REPMED BP' TNC C04FR OR COKSTPUCTMN CONTRACTOR AGREES THAT W A.CCORD00' WITH GENERkLT --• uDtFq GCL1t � a„ S� � ��w p S�� � GOERS AND 'D10SE. SHGAN ON THE RECORDS EXAIONED ARE. VCWATED WON. ACCEPTED CONSTRUCTION PRACTIFS, CONSTRUCTION.CONTRACTON WU OT ..IESR 4 PROXIYAIE LOCATION AND EXTENT. THE OwNFR. B/ A[CU'iD::. RCACStr+"l TO MSiUU'c IDLE AYD COUPIFTE PESPOHSDl11Y FOR RODS SITE .1{ -Ak-- 9 09 S C N U i 1 Z Vaas.1�)lP.Wfl N THESE RLA`19 OR PROCEEDING WITH INDRP.vrv+ls T+u.4Siu.•G THERETO. AGREES '.ANDIRGVS WEtINi. THE A CMURSE IXi CENSTRUCRJT.OF THE PROTECT. -' FAA. iAdTfP�Oq AC GA TO ASS.IYE DA&UTY Ana TO HOLD UNDERVCHED FMRULESS FOR ANY OauACES -. ulIXLKXHG SM•Ett Of ALL PO+SfMS AND PROPERTY. IHAT TINS REONRESMENT -.—.— 1 ^ cEE _SH RFSL.TWC MM EWSTLYCE OF UNDERGROUND UT UTIFS OR STRUCTURES NOT SHALL BE MADE 10 APPLY C"INUOUSlY AND NOT BE LIMITED TO NORMAL . Eq. 9-.1D-W b APPROVED BY: N� ��NS • 0 � REPORTED TO •ME UNDERSIGNED. NOT WDICATED OR WAIN ON THE RECORDS WORKING HOURS. AND COf�UCTTON - * fT P L A NN E fl S E N OI N E E R S SURVEYORS I AVENUE CONTRACTOR FORMER AGREES 7O' ` Ui7� C)'VIL T' 'i DATE: 36L.-S ALA s, H ENAMULEO. 7HE CONTRALTOP. 6 MEOURT'D TD RUNE OI1F aRECAJTiCNART DEFEND. INDEWIIFY AND HOLD DFSRF`1 PROFESSIONAL fLYRY.(FSS FROM --_ .... - - Of MFASURES TO PROTECT THE UTLITIES OR STRUCTURES SNO»N AND ANY OTHER. ANY AND ALL LMRHHY, REAR OR AtLCGED. N CONNECTION WITH THE a Mi. SCALE: SEE ABOVE AANEN K6.LA"s7T {>3TN O[� iSµT RV. 00. 1. usm = so N InIca E WA' POR OF NE 1/4. SEC. 33. T.6S.. R.7E. S.B.BBN LL UUEiTTES OP. STRUCTURES FOUND AT THE SITE IT. SHALL BE CONTRACTORS PFRFOFS"- CE OF WORN ON TKIS PROAV. EXCEPTING LASUTT AMNO T6yOT . EI.19?DNS Vfl. - �OT SGM6TDI A ilE SM. ! 'LP OF. Imm SRQTAID WIR ALNUE RESPOVSNILfTY i6 NCTIEY ;'NC'OWNFRS a THE UTILITIES OR STRUCTURES FROM THE. SOLE NF.GUCFNCE OF DESIGN PROFESSN7'ML. iAw-'._; T H O CONCERNED TY TO T" Y)G MARIL DFS'KiTCm [fY; ORANN BY: CHECKED BID: R .REXTE. s5S43 0.\TL DEC. 7CA7 co, -OF.gSy a YAK - A/5.DL7 FOR R.T.HUGNES. CO.. lLC - r.171S71ii dP,NbLOFF9TE?SV'--0FF- GAc J/t2106