The URL can be used to link to this page

7166See below for Finance Revenue Codes ENCROACHMENT PERMIT PUBLIC WORKS 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:August 20, 2007 LOCATION OF CONSTRUCTION (Street address or Description): La Quinta Bu Cenj& SDP W04 Waring PURPOSE OF CONSTRUCTION: Off -Site Water Improvements $EP 2 n 2007 LDESCRIPTION OF CONSTRUCTION: PSN 07142; CVWD Plan #36 13 CIIYOFLAGu1wITe DIMENSION OFINSTALLATION OR REMOVAL: Approx 90 LF """U "'err• I APPROXIMATE TIME WHEN WORK WILL BEGIN:Sept 10, 2007 TIME OF COMPLETION:October 12, 2007 ESTIMATED CONSTRUCTION COST: $49,850 (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 occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and re ulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent Marvest - Jay Martinovich 78-015 Main St. Ste 104/ PMB 83, La Quinta, CA 92253 (760)250-8485/ (760) 275-3278 Name of Applicant (please print) Business Address Telephone No. J.H. Thompson & Sons 79-607 Country Club Or #2, Bermuda Dunes, CA 92203 (760) 345-6003 Name of Contractor and Job Foreman Business Address Telephone No. 734478 5205 'Contractor's License No. City Business License No. Mt Hawley Insurance Co, MGLO151865 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Finance Revenue Code Inspection Fee E_1 $1,496.00 Permit Fee E-1 $100.00 As -Built Deposit E_A $0 Cash Deposit -Surety Bond, E_13 $0 if required TOTAL $1,596.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.% 166 DATE APPROVED: S2pf II, Ud "I EXPIRATLON DATE: f>' +- / 9,_ 2ooS BY: /*-" . . Administrative Authority f 12/26/2006 TUE 11:37 FA1760 777 7155 City of La Quinta FPab,Wk iw- r"-,) 4 4 QUWCV PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT r Date: • 0 20- C: TractNo: SO? ' ��-81 Project Name: Vicinity: � t—_ . A C_ '1 n.....� e► PuMose of Construction (i.e.: Rough G ng, offsite Srrbet R001/001 RE':En/ED A G 21 1001 Descriptionf of Construction (i.e.: Sce Plan Set No. 012 gOP L 2cx>14 - fB \ 4 -- e- V cz„ c7 2� awn I& (022,oZ �.%& X� 3 ca 343 , Dimension of Installation or Removal: () L:* Approximate Construction Start Date: 9 • O , 0-1 Approximate Construction Complerion Data 1 • t 2. 0 -� Estimated Construction Cost: S � p = E-1';, tad cwatrueliwt cost atria iadode use t wvd of all dmuortous, mitaiat. and ddss, t-wk-blliv& boa and Ducing petmaneat zwutracios wj or nPtaciag smpmVema" Contact Name: —So,�,j— a Name of ApplicantlQwner. L ,-. raw, 4 Applicant Address: "10 t7 5 Applicant Telephone Number: Applicant 1:--mail Address: J o_,4 Name of Contractor: _ _Z. w . M _Contractor Address: :] 9 . (001 Contractor Telephone Numb=: —WAO 77 Contactor State License Number: "I .Contractor City Business License Number: Contractor E-mail Address: n Phone Number: "2"1 5 ;s �s Ge. AL ses— fb 4_9 . scan San � QrILIM 2 6 �S-(aO03 -_- �2aS t~A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROvrDED Applicant or Contract General Liability Insurance Company- M k \ 7Ze 4:© Applicant or Cont-ria G neral Liability Insurance Policy Number: T4\6: L_ 0 1 S 1 fb (D Office Use Ooh = tacpoctfMFee * 9 perostt Foe: �' (O 0 As -Built •� Deposit: Dust Co>atvt DWit: Cmdix Amwmc TOTAL FEE DOS (S p 1 ko FOR PEW ffAt c Office Use Only: Assigned Permit Number: '� I L / Approval Date Expimtion Date: ' issue Date: Adm nmiml:ve Authority: Services Ct 22�3 aQr*. L CJk Ok z2-03 Peizmr-t -1 1 b (o TH H. September 13, 2007 Scott Stokes La Quinta Business Centre, LLC 78-015 Main Street; Suite 104/PMB 83 La Quinta, CA 92253 Dear Mr. Stokes: I have received your letter dated September 13, 2007 requesting permission to work outside of the construction hours established. by La Quinta Municipal Code Section 6.08.050, on Washington Street north of Fred Waring Drive. Exception 2 of the above -mentioned code section allows the issuance of an early work permit under certain specific conditions. It is our determination that a sufficient need exists due to the need to close multiple lanes on Washington Street and minimize traffic congestion. Therefore, an early work permit is hereby granted under the "long process material" provision of the exception, subject to the following conditions: 1. This permit is only valid for work performed in the City of La Quinta from September 20, 2007 to September 26, 2007. 2. Early work hours shall start from 8:00 p.m. and all lanes shall be opened no later than 5:00 a.m. 3. The work allowed under this early work permit is limited to offsite water improvements. 4. This permit shall be revoked upon receipt by the Public Works Department of any citizen complaint of construction noise occurring during the extended hours granted by this early work permit, or upon violation of any condition. of this early work permit. All work not specifically included in the terms of this early work permit shall be performed only during Code -established construction hours or by a separately issued early work permit. P.O. Box 1504 • LA QuINTA, CALIFORNIA 92247-1504 78-495 CALL; TAMPICO • LA QuINTA, CALIFORNIA 92253 V. (760) 777-7000 -FAX (760) 777-7101 C� T:\STAFF\Yu\Night Work\La Quinta Business Centre Night Work Approval Letter 9-13-07.doc Sincerely, Thomas P. Genovese 'City Manager Cc: Timothy R. Jonasson, Public Works Director/City Engineer Tom Hartung, Building & Safety Director La Quinta Police Department \T:\STAFF\Yu\Night Work\La Quinta Business Centre Night Work Approval Letter 9-13-07.doc La Quinta Business Centre, LLC September 13, 2007 City of La Quinta Public Works Department Hand Delivered RE: OFFSITE WATER IMPROVEMENTS — LA QUINTA BUSINESS CENTRE SDP 2004 — 814 To Whom It May Concern: As you are aware, we are ready to begin constructing the offsite water improvements for the above referenced development, and propose to commence work on September 19, 2007. This correspondence is intended to outline our proposed'working conditions/traffic control plan during construction_ Several challenges exist with the work, including but not limited to: • the closing of 2 lanes during most of the work • the crossing of Washington Street • difficulties in receiving concrete during night work • impossibility of receiving asphalt during night work In preliminary discussions earlier this year, it was clear that the city prefers the work to be completed at night when more than one lane is closed. Together with peak traffic hours of 7:30-8:00 am and 3-4 pm due to the school site, we propose to complete the 17 day project as detailed on the attached schedule. Although we plan to start work on the "Palth Desert side" of the median on September 19'h, we will not begin work on the "La Quints side" until approximately day 2 (September 20'h). We understand the city's concern with traffic congestion. Furthermore, we believe we can complete most of the construction work working exclusively at night under the right conditions, including the use of steel plates to temporarily cover the trenches during construction. However, several days of "day" work are required due fo testing the water. line and paving of the lanes, as it is impossible to obtain asphalt during the "night" hours. A detailed schedule, as well as a traffic control plan is attached. We look forward to discussing this in more detail, as we are anxious to proceed with the work. Sincerely, LA QUINTA BUSINESS CENTRE, LLC Scott Stokes Manager 78-015 Main Street, Suite 104 / PMB 83 — La Quinta, CA 92253 Office (760) 777-9036 / Fax (760) 418-8140 Email: Scott-Stokes@dc.rr.com WATER LINE INSTALLATION SCHEDULE LA QUINTA BUSINESS CENTRE • Day 1 (9/19/07) — Sawcut, remove AC, install tees (2 ea), set pipe, cold patch. Lane 1/Palm Desert side closed. (Night Work) • Day 2 & 3 (9/20/07 — 9/24/07) — Cross island from Lane ]/Palm Desert to Lane 1/La Quinta. Set pipe and pour kickers. Lane. I/Palm Desert & Lane I/La Quinta sides closed. (Day Work) • Day 4 (9/25/07) — Set pipe and water services. Lanes 1. & 2 /La Quinta side closed. (Night Work) • Day 5 (9/26/07) - Set pipe and water services. Lanes 2 & 3 /La Quinta side closed. (Night Work) • Day 6 (9/27/07) — Set detector check & water services. No lanes closed. (Day Work) Day 7 (10/1/07) — Set pipe and install blow off with reducer. Lane I/Palm Desert side closed. (Night Work) • Day 8 — 10 (10/2/07—10/4/07) - Set pipe. Lane 1 /Palm Desert side closed. (Night Work) Day 11. (10/8/07) — Pour kicker & risers for blow offs. (Day Work) • Day 12 (10/9/07) — Pressure test, flush, load line & chlorinate. Lane 1/Palm Desert side closed. (Day Work) • Days 13 - 14 (10/10/07—10/11/07) - No work. •. Days 15 — 16 (10/15/07 — 10/16/07) — Flush & bacteria test. Lane ]/Palm Desert side closed. (Day Work) • Day 17 (10/17/07) — Pull test plate upon approval. Lane 1/Palm Desert side closed. (Day Work) 9/13/2007 `97/18/2007 16:23 FAX 760 345 0525 JH-THOWSON&SONS 1004 J.H. Thompson & Sons, Inc. General Engineering Contractors BERMUDA DUNES _ - =• - ` 79.607 COUNTRY CLUB DR, SURE 2 TELEPHONE. (I60) 345 6003 `+ - ..�: i i' t '� BERMUDA DUNES, CA 9TELEPHONE. L,eense No. 734479 - `: FAX: (760) 345-0525 LY 18, 2007 kRVEST TN: JAY MARTINOVICH 335 WASHINGTON STREET, SUITE F #424 LM DESERT, CA 92211 PAGE 1 OF 2 LA QUINTA BUSINESS CENTER (A.P.N. 609-070-028, -029) OFF -SITE WATER IMPROVEMENTS PER THE APPROVED OFF -SITE WATER IMPROVEMENT PLAN - SHEETS 1 AND 2 OF 2 - DATED 5127/2007 SIGNED SET 6112107. Descriation Quarter Unit Prim Total Price RIMMRMRM MOVE IN LS $ 4 000.00 S 4,000.00 POTHOLE FOR EXISTING UTILITIES LS $ 5 000.00 S 5.000.00 TIE INTO I G 18" LI 1 EA S 3,000.00 $ 3.000.00 18" _ (1 JOI ) 0 306 LF 3 155.00 S 47.430.00 12"D.I.P. (4 J )L 350 90 LF S 125.00 S 11250.00 6" D.1_ 1 .POINT) 12" 49 SEN6 18 LF 4 EA s 50.00 S 1,000.00 $ 900.00 $ 4.000.00 18' RESTRAINING GA (306 ) 18 EA $ 450 00 s 8.100.00 12" RES I NIKG GAS 60 7 EA S 120.00 $ 840.00 18" X 18" X 16" TEE 1 EA S 5W.00 S 2,500.00 18" x 18" X 12" .1. 1 EA 3 2,000.00 $ 2.000.00 18" X 6" REOUCER 2 EA S 1,795.00 S 3.590.00 18- D_!_ FLY VALYE IEPOVYCOATED 3 EA S 4,400.00 S 13.200.00 12' D.I. GATE WAM 1 EA IS 1.200.00 $ 1200.00 6" DJ. TE VALVE 1 EA 15 700.00 S 700.00 10"DETECTOR K ASSY_ -VA-'U-L-T 1 EA BY CVWD BY CVWD 12" DETECTOR CHECK 1 EA S 5.5W.00 S SAW.00 24" sfea- Usiwo WITH STEEL BEAMS PER STD. 22 LF 3 150.00 S 3.300.00 6' BLOW OFF 2 EA $ 2.000.00 $ 4.000.00 F WATER SERVICE 1 EA 3 3.000.00 $ 3.000.00 I-W WATER SERVICE 1 EA $ 2.500.00 S 2,5W.00 4" P.V.C. SLEEVE 28 LF S 30.00 3 840.00 1 CONCRETE THRUST BLOCK 2 EA S 350.00 S 700.00 CONTINUED ON PAGE 2 OF 2 Q, �'.� , s�/� '�� Ge t V40042.&-it i�A,y0dx-70-6, YISSO �' ,t �� - - ,t - , jz.. ,. �, �; . � ._ � _ ... . ^� _ • � �h 07/18/2007 16:23 FAX 760 345 0525 JB-THOMPSON&SONS IM 03 PAGE 2 OF 2 SAW CUT ASPHALT - THICK 790 LF- S 3.50 $ 2,765.00 REMOVE ASPHALT 2.550 SF $ 3.00 S 7 6S0.00 COLD MIX 70 TONS S 130.00 1 $ 9.100.00 4' A.C. OVER 6' BASE ,2.S50 S!• $ 6.75 S 17,212.50 AIR TEST & FLUSH LS S 21500-00 $ 2.500.00 CHLORINATION LS S 3,000.00 S 3.000.00 TRAFFIC CONTROL LS $10,014,00 $ 10.000.00 TRAFFIC CONTROL PLAN Ls S 500.00 S 500.00 T-CUT GRIND EDGES 790 SF S 2.50 S 1.975.00 REMOVE AND REPLACE CONCRETE ISLAND LS 5 1000.00 $ 1.000.00 SHORING LS S 4 000.00 $ 4.000.00 0.10 AC OVERLAY 1 1(4 WITH TACK 4,692 SF S 1.95 S 9.149.40 GRIND DUSTING EDGE 2142 SF $ 1.40 $ 2.998.80 TOTAL $ 199,400.70 NOTE: 910 EXCLUDES RUBBERIZED ASPHALT KG - RAISE WATER VALVES INCLUDING C.V.W.D:Sl 7 EA S 360-00 $ 2 450-00 TRAFFIC CONTROL LS S 1.200-00 $ 1,200.00 TOTAL i 3;=.00 0 J.H. Thompson & Sons,Inc. General Engineering Contractors BERMUDA DUNES 79-607 COUNTRY CLUB DR., SUITE 2 TELEPHONE- (760) 345-0003 BERMUDA DUNES, CA 92203 License No. 734478 FAX: (760) 345-0525 July 27, 2007 Marvest Attn: Jay Martinovich 42-335 Washington Street, Suite F *424 Palm Desert, CA 92211 Re: La Quinta Business Center Palm Desert Water Schedule Dear Jay, Enclosed is the offsite water schedule for La Quints Business Center. 1) Sawcut — Tie into Water 1 Day 2) Install 18" Water Line 6 Days 3) Install Tee and Gate Valve 1 Day 4) Start 12" Dip Cross Street Island 3 Days 5) Install 24" Steel Casing (Deep) Island 3 Days 6) Cross Wash 12" and 1 'h" W.S. % Sawcut 4 Days 7) Install Detector check and fittings 1 Day 8) Test and flush 2 Days 9) Chlorinate 1 Day 10) T-Cut Grind and AC Pavement 4 Days 11) Raise Water Valves 1 Day Total 30 Days Sincerely, GC: C-426 2615 m f - ` J • lip. ... �. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7166 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. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('W) 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 %") 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. a City of La Quinta y ® 1111 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days: No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach. the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 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 growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. V i PERMIT NO.7166 La Quinta Business Center / Off -site Water Improvements / SDP 2004-814; Washington N/O Fred Waring In addition to the standard permit conditions, the following shall apply: 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. 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.L 4. Marvest — Jay Martinovich and J.H. Thompson & Sons , 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 1 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) 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 Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. Special Conditions Page I of 8 PERMIT NO.7166 La Quinta Business Center / Off -site Water Improvements / SDP 2004-814; Washington N/O Fred Waring 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. 9. 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 § I (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. I I.- 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. 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 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. 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.. As of October of 2006, these documents can be observed at http://mutcd.fhwa.dot.gov/HTM/2003r1/part6/part6-toc.litm and http://www.dot. ca. gov/hq/traffops/siwitech/mutcdsupp/pdf/CA-Chap6A-Chal26F.pdf,. respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. Special Conditions Page 2 of 8 PERMIT NO.7166 La Quinta Business Center / Off -site Water Improvements / SDP 2004-814; Washington N/O Fred Waring 14. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Penmittee'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. 15. 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. 16. 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. 17. 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. 18. 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. 19. 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 20. 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. 21. 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. 22. 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. Special Conditions Page 3 of8 PERMIT NO.7166 La Quinta Business Center / Off -site Water Improvements / SDP 2004-814; Washington N/O Fred Waring 23. 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 I1 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 24. 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. 25. 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. 26. 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. 27. 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. 28. 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: Special Conditions Page 4 of 8 PERMIT NO.7166 La Quinta Business Center /, Off -site Water Improvements / SDP 2004-814; . Washington N/O Fred Waring 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. 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. 14. 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. 29. 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. 30. All landscaping, irrigation, decorative •rock, decorative concrete, lighting, etc., shall be replaced to its original condition. Special Conditions Page 5 of 8 PERMIT NO.7166 La Quinta. Business Center / Off -site Water Improvements / .SDP 2004-814; Washington N/O Fred Waring 31. Access and egress to all local properties shall be maintained at all times. 32. 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''/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the ekisting street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. Special Conditions Page 6 of 8 PERMIT NO.7166 La Quinta Business Center / Off -site Water Improvements / SDP 2004-814; Washington N/O Fred Waring 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. 33. 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. 34. 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. 35. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 36. . 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. 37. 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. 38. 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; 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 Special Conditions Page 7 of 8 PERMIT NO.7166 La Quinta Business Center / Off -site Water Improvements / SDP 2004-814; Washington N/O Fred Waring. 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. 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 -7 f16 NO SCALE WASHINGTON ST 500 FT (LT) - an PALM ROYLE W20-1 RIME 500 FT W20-1 MOUNTIAN VIEW sF;ca e14 0 C t-ry 0 ( W zo" 1 "ROAD „ "IC AUEAP" Place - 600' from Sfa t 4 woly LAS BRISAS 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN AMINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2' BETWEEN THE. EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESSTO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEELTRAFFIC F THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. THE WORK HOURS SHALL BE 9 PM TO 5AM UNLESS OTHERWISE STATED. 7. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE. FRED WARING DR. 55 p�T ` led Nerve Install Water for New'Office Building Prime Contractor Tmmc Cmtrd Contractor J. H. Thompson & Sons Tops N Barricades, Inc. Phom A ftpamd By Based an stmdmd (800)852-TOPS Ron Fifield CALTRANS T-12 Number pate Pam t Number 1 of 5 7/16/07 To Be Issued on Approval -7(&k s NO SCALE WASHINGTON ST FT IC 500 FT Cfl CA) A C20LT (CA) 25 C20LT (CA) 600 FT PALM ROYLE 1:13E CLOSED WHEN THE CROSSING IS BEING DONE THE EAST SIDE OF WASHINGTON SHOULD ONLY W20-1 N MOUNTIAN VIEW Ca0 CAS TUCSON CIR. KEEP e \ 600.FT I C rTY OP M,64 IPESee-r LAS BRISAS - NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM IT TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEELTRAFFIC F THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. THE WORK HOURS SHALL BE 9 PM TO 5AM UNLESS OTHERWISE STATED. 7. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE. N/20' FRED WARING DR. �, W xy OW. i i3�l a°'rt 1LU i . _ .;.¢�:a. s r._ C17 (CA) a°. LL ;% M. �SavY: 55 Install Water for New Office Building M IH W W CO) Pd= cafador Tmfflc Catd Cwhzbx J. H. Thompson & Sons Tops N Bamcades, Inc. Phone BmW on (800)852-TOPS Ron Fifield CALTRANS T 12 Shoe Nuftw Date . Pamh Number 2 of 5 7/16/07 To Be Issued on Approval FRED WARING DR. MILES AVE. I w II REDUCED TO FIT:. 500 CZOLT (CA) .gpNO SCALE VIA SEVILLA WEFOLOUT 5 " ONLY 600 ITT ^y''-L..ac •,.'Xrvs .s r Ts ;�^ Ay'5f _ ..ccc,4....e.%ii::e,'`+',^C.�i#0(t`_-''n�.o;.-.,..•r�.... .i' -R a. .d y a n z sF. 4 z '.:. i �r.3tis t:z a x ti <� s� xzri �:'�q.&c. ii.. �f.A .t`„S, "`F%? '.t.4 _ �Ss7.` i' ..'•Ti �i.. �".. _ - sue, %:y. d f"• ,.:.i•K,z >k :a`I•� . ara'''.,.^x•-F-• i.'3+.'_-^l „'LT,':-7'.. Y5'^...s`:- v}jE .Cj4+. /Y/�- `r 4 �C - �e"G.':✓^''4...> . E '-i'i•�"`r2.. N a` ^'�^'.n_,,, .t..'d --?',` .'i .,g.`_ 4��, b v; va�.ts;£1 ,.:S,"�.s �.,; •. :115..-> cx: e. `f s a.✓ c•<7J _,x•= ' ';t .:i1 r T- ,i' ':,Fs•. YY'a Lis �': '�- �z�:r=•'E`?, - s:-.�".: _<, a. 6;;t.•�•i%S 4 �Y.��'-.;y :5;�a":.-.�,`' , ._a ` «!-r?v?'h�.t;A :'.�s _a ,fit d► . i f [rj �'. t�r`a• -„�^> •'-�," r ..,.:, 'fi'.s. ^••:P".-. f':L *•'> "-'Y_. ei. T_.. r�� 'p.1✓,+'F, err r `�w^ �. '_ ix-. e 3 :C'"tn''F�., <.- .. .. .`.'• -_-»' n. ,E&..:''-�r�` �r_� .;Y s�^ .�-. ;,. '�,T.. '�-• .`"` rem t a...`:. �.. x E > a7,ti h.: :'AY•Ir,iw.-a.�;��;.� dr. '. ..v'�t_ /+.-�d�,,_�j- ...s•: :--a> . .d ':a" :�-."' ?n t' >.�= i. ;nz',•,-.r • �_r ,ski4r",•'.£•n,.: £`: a W 4 . _ f �i� Y k tiSl -:. :... 3� p� . x,, 9r2 T �� A s1'- 4] . Y• Cx� z b- s ( ) x � •'� ,.•�t- '�f „��., a,�� r<�,..s?��-_. �- �- , `�s'. ..-�:; ,y.�'�`'i -' . : �33�'�:F "t�d>��x`: � �:;N�is.?�". �} a`r','�.`-�\.r.-� ;;F CZOL CA i� >>� r >.g'' : � s� �. , �Yi ryb �<�.. ;�`'�r,J� �� - �; x a. �! ..F,f _ r s'�S rsa � � r• �:'� •�, ,��;' „I; - �'�.� Y Y.':! � ♦. .:.Y.,,, w'�L L. ti3c r., v 8--.- lE L"8vx,+.-:I�� CD�y>ae.?'k.,. y �, r'.�"wr:" }� (\�� - .�. •h •ti�,� v�S •C%/F'.'�r'!�S.`u'>cr'?i _ 7_.,Vx'.h�i.�_�t .elJ .. _�,Y.Y•��'. .�:�1� �.�-Y-^,.•'-�9'a" l.. •,>y:. Y"� i-i:I `�•S.. 2 R j v f. 6 s T y� R w y� ). . y r [ @ .a K;k •S S i ry a5f . 4? w �Q JdG ea s C d "xL 1. ,. '�� E '',`'�"-,'w•w Sa „a Ki_-.§_ '�j w... ..� ;"'Asr " '�'` _ -:.a �.,�`c.�'_..a,, d-.yY"�.., ai? 1�A z�'• �1' y - '',C.:Y `-Y.� � � � � .-m t r - _�.. -f ..yJ .g .; � k` yYwt;� ir'... � Z�,: .''r}+'V v- aT%u-..'::lati, � _�� . � $�^>, 7 f.• / xi�: .��••. i2, ? f'Q,: 5 i �'y ..r��. d��•..`Y•,�r�';��".�'�'23u ...n{{ �"�''a `'cam ��>-"`�� `�. 't.� •V"_��Yf#•L_:�rl .6r :�"t �.._-�.Cki`tc .,h�s�s-. � .�� L a•�,�.a��n!'.�<. ,�;��yJ _�T .v � x �, �a c. 4Y��.•' ��,�.i�'� - _ x 's�_X1`", 'i 'cc Pf -2 .'�•! `.�.., r 4��<.E�' f �t�"oc- �'7%i.k•.ky" ((i: •7:.w..�.. �� _.- _. r "L S �- �• d o-."?� �s``..`:�'�.�•-^ _ � v'3 - v: •.;ra" - � sa�t•� �'�c - 1 ±a x- l �'• a�� ^`.�`^�?� ?"�b3z �` �,'3 �5�+ ,��,� . •e Vie. �:E .sy-` r• .1,yjZ �-A�?ia Xd, -�' �V<'�y?.j3iti. �v Y�?Cl. �'`� IM t�''.S>w-✓� Yv } .✓.s'i.i Z��• �� v '"•G'l�llf.c 2�. '.u- �_'vp'��; .FYr'S'11L.,iy( -:� {, yl.�i�.�tC�^yT'-fin~ X'i:••�sY_ti�� ..Jh+ ,�3�k{• �''.'IG.j��F��si :d•.n k��•.'��...rz�x .F�,��.. �...,.�.<x �-�sm.�r'di'a2.. „.:sb�,."t��-."��5'.f •��*i.�,,.a3.. d.r,Y.,..: fK..u�6�'+iS'..:.s_:3�'rF:. o.+cE `-�J�.'. >ra��_�.rr£c�. =:VC. _.k�c`T�t.�;_-_....,� - 1 } � f .� s ' n � ,.. 3 f--. -a � % i L. zc �;-m-c�• xE+<zi -�'4: � . � ` �z,�.' O I /JV � 1M1 C M_y ;*d r?,_lk '� tilt •a, , ,�. - =T,,'�'' m �C' •'iwF k'jiF+i -aK ".r '�' -n } ,,' zy kF?�;,•'�}ry at'�:- s� > u� w-"- C A. N C zY:.%�:�i%� �A�eKvrt�� x�fi .Ti!L��e��y�.��4*KF � v„ -t kj r. --x'< �csr' .x'"-x„•"� C � � t_ . � 'bd,�.:_.,�-c_''<„ :.ck� �s�2?«u"�k.._,.a::'a•'-?"�:. 7.� �:z� r_t...:��3'�r _:.�•a �:. _- -_ CHANGEABLE MESSAGE SIGNS(CMS) SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE OF WORK AT #1 NORTHBOUND WASHINGTON BETWEEN VIA SEVILLA & FRED WARING. + v C off=;. � #2 EASTBOUND FRED WARING AT THE ENTRANCE TO SOUTHWEST COMM. CHURCH. A-� i�l 7 I i 4� #3 WESTBOUND FRED WARING 1000' EAST OF WASHINGTON. xlz CMS SHALL SAY "MAJOR CONST. DELAYS, ON WASHINGTON NORTH, USE ALT. ROUTE, DATE r 'A;;�; TO DATE XX PM TO XX AM." b. ".;•:i:SY; . S1!r lam_ ' Ly . `dww:1:1tM*1_.: NN:q:.s,i. NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DEUNEATORS)AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALLTIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE .NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL TRAFFIC PLATES ,THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. WORK HOURS SHALL BETWEEN 9 PM T05AM UNLESS OTHERWISE STATED. 1. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE. 55 Install Water for New Office Building J.'H. Thompson & Sons • Tops N Barricades, Inc. (800)852-TOPS Ron Fifield CALTRANS T-12 ShWNuffterDO . PemwtNunta 3 of 5 7/16/07 To Be Issued on Approval 77(66 a NO SCALE WASHINGTON ST PALM ROYLE MOUNTIAN VIEW TUCSON CIR. LAS BRISAS C17 1. ALL -TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL -PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAI NTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS THE TRENCH SHALL BE BACKFILLED OR COVERED.WITH STEEL TRAFFIC PLA THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. THE WORK HOURS SHALL BE 9 PM TO 5AM UNLESS OTHERWISE STATED BY THE CITY OF LA QUINTA. 7. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE. RED WARING DR. UJI LLU S11 = i W R rz W. 4 e`kr-A i kVt 1[0 .�.t'i' ' 1 C' 55 Install Water for New Office Building J. H. Thompson & Sons Tops N Barricades, Inc. Ph= pmpmw BY Basw cns_W (800)852-TOPS Ron Fifield CALTRANS T-12 4 of 5 7/16/07 To Be Issued on FRED,W RI , DR. MILES AVE. soo w REDUCED TO FIT,- W20�� ti.�� C20 (CA) (Rn �ti Ii z "' wa :"• 5ooy VIA SEVILLA ..k.��i NO SCALE 600 Iwe `;S.s:#`> tc- :G' �.3>>T&�•�„- :?4='e .s - - - s,..:a,z. '_ _ e :,.r_- .:.w..- - -s:`. �� 7 :ti�:iP.v:;. s..-.. "_ t:PYN.w•-'"-M.•-4.;. v> - sip 6P!:crR W:•,: , N sA`> xys W x x csE`cy %� = i Sfti fir`".'_..._. x •.-ra` ' .f. .-'-.i� ' .r .,?5 '�vs-'L _ .n, t;.•: ""•s <. _ i:•.- 5 r�... Y•.-u�:..� .._ . �3�.•:5`k•,�`.. '�J^. �: _ ��j-��,� t ''' `��c-,, •3x ..'+"6;tr'��: r" � .��ssz _:�'✓�• ._.�-.s. w�f�.'�.e-'?zr.�`-{'ri�a'��. -'�.,� , 3� � � .;�.yyV"*r�,a.v"e �'? 'b;;"a.�•,�.`ti�'"��,-.- h'�� ' • CAR .. ."'i•. �.„Y4,.�',. ,py-.- '� :r�.. .n 7,;""�s`�e',:��'�r �-r� x."�rt'*�' ` .`'�n`�i��"�:��t€N��'�J 1;u19.'(•";. .fin. �„y�,�r_ ' O i �•y :,.F�} �?�� 3 ��`��`'uFi�+�{��>��'Y — _ ��•."�-`�;.A°3�' S jr �T63.,3>"'�+" S`..',.�•'. �S?-' -"- • i rd' r �4;3•�`nu � ...5' 3'' `c"6�xF,,•y 3a-v .=%-` ,._ _ .��. . _ 4usb:.� a.• ..� p:�fi^.Px�'2�:=1.�s� ems.'s��-�•�e..��;�':m.��z:�,��Y.'-,.,.��r;C:v�u�.�.r:�k�"�•� �:',T^'��ran �,��`�a'��?3ir,3�e•:t{::u��;�:. C (Ty 0 I= (N0racv wCUy CHANGEABLE MESSAGE SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE OF WORK AT C ( p� zs #1 NORTHBOUND WASHINGTON ST BETWEEN VIA SEVILLA & FRED WARING DR. 1 #2 EASTBOUND FRED WARING AT THE ENTRANCE TO SOUTHWEST COMM. CHURCH Des&+- �b h �r #3 WESTBOUND FRED WARING 1000' EAST OF WASHINGTON. CMS SIGNS SHALL SAY "MAJOR CONST. DELAYS ON WASHINGTON NORTH, USE ALT. ROUTE, DATE TO DATE XX AM TO XX PM. NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). 2. -TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BYCITY OF LA QUINTAOR COUNTY OF RIVERSIDE REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALLTIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL TRAFFIC PLATES,THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. WORK HOURS SHALL BE STATED BY THE CITY OF LA QUINTA. 7. ALL TRAFFIC CONTROL DEVICES USED OVER NIGHT SHALL BE RETRO-REFLECTIVE. 55 Install Water for New Office Building crane Cmftcw Tmfflc Ca*d C-ftcwr J. H. Thompson & Sons Tops N Barricades, Inc. aMPW Ely sasea an sa ama (800)852-TOPS Ron Fifield CALTRANS T 12 Data Pemd N,mW 5 of 5 7/16/07 To Be Issued on Approval (- 4 PCC POINT CONCAVE CURVE IN I H L U I I Y U I- LA Q U I N I A, 5 I A I L UV UALI t- U K N IA LEGEND PRC POINT REVERSE CURVE ' WM WATER MAIN ' EXIST. EDGE OF ' PAVEMENT SS SANITARY SEWER .: TIC TOP OF CURB FF=SITE WATER IMPROVEMENT PLANS 1 o EXIST. CONTOUR FL FLOW UNE ss EXISTING SEWER MAIN LP LOW POINT FOR HP HIGH POINT w TP TOP OF PAVEMENT EXISTING WATER MAIN - TG TOP OF GRATE EDGE OF PAVEMENT FC CURB FACE LA.QUINTA BUSINESS CENTER - EP PROPOSED SEWER MAIN TOP OF WALL PP POWER POLE PROPOSED WATER MAIN � ) EXISTING- FC FACE OF CURB -TEL EXISTING TELEPHONE c EXIST. GRADE BC BEGINNING of CURVE A PORTION OF THE SOUTH WEST 1 /4 OF SECTION 18. ; FS FINISHED SURFACE E EXISTING ELECTRIC EC END OF CURVE f CMU CONCRETE MASONRY UNIT GB GRADE BREM TOWNSHIP 5' -SOUTH, RANGE 7 EAST, -SAN BERNADINO BASE 8c MERIDIAN • -GAS EXISTING GAS UNE FF FINISHED FLOOR C&G CURB AND GUTTER COACHELLA VALLEY WATER DISTRICT TMH TOP OF MANHOLE TV EXISTING TELEVISION UNE SF SQUARE FEET GENERAL NOTES FOR DOMESTIC WATER SYSTEMS I BCR BEGINNING OF A CURB RETURN CAB CRUSHED AGGREGATE BASE EXISTING C&G ECR END OF A CURB RETURN PUE PUBUC UTILITY EASEMENT R/W RIGHT OF WAY _ EM RESTRAINED JOINTS UMITS I PA PLANTER AREA ® REMOVE AND REPLACE AC PAVEMENTS SD STORM DRAIN PIG POINT IN GUTTER PROPOSED FlREHYDRANT 1. ; ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION + FH FIRE HYDRANT :{ OF DOMESTIC WATER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA VALLEY WATER DISTRICT (CVWD). (WET BARREL) ! = SECTION ONES 2. THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS LICENSE. VICINITY MAP - It 3. it CONTRACTOR SHALL CONTACT CVWD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE NOT TO SCALE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTION THE �< CONFERENCE. • I I I i � I NOTE: *CONTRACTOR TO POTHOLE AND CONFIRM CLEARANCE AND I ; , 4. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION ! I ` CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY, ! - I MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. I I !I . W W CITY 0F 5. ALL WORK SHALL BE INSPECTED BY CVWD.W THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVD'S I; REGULATIONS. I LA QUINTA I i 6. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION I ! ACTIVITIES DAILY WITH THE INSPECTION DEPARTMENT BETWEEN I I I i 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR (n SECTOR OR (L W : i ;' INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FOR ANOTHER TIME. - I I ! I I EXIST. 18" PVC SEWER FORCE MAIN LOCATION PRIOR CONSTRUCTION to Z I ( DWG NO.21890 i I I IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD, CONTRACTOR SHALL BE W I I ;� O I I I , CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. i' I PROP. 8 VCP SEWER MAIN 7. WORK PERFORMED C I ( WITHOUT INSPECTION SHALL BE REJECTED. C3 I � ; ! -SECTION UNE G Z I 8. COPIES OF THE COMPACTION TEST ST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO PRESSURE TESTING. i MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS. A SET OF PIPE ZONE AND MID -TRENCH TESTS EXISTING E'LY Q SHALL BE CONDUCTED OVER THE PIPELINE E EVERY 300 FEET AND AT EVERY THIRD WATER SEVICE, HYDRANT, PROPOSED R/yy EXISTING WILY I ) , I ( EXIST. 12 PVC SEWER FORCE MAIN DETECTOR CHECK OR MANIFOLD. R/W 12 RAN Q ! DWG NO. 13988 J VARIABLE 55 -60 55 9. THE COVER FOR WATER DISTRIBUTION PIPELINES 24 INCHES IN DIAMETER AND SMALLER IN RESIDENTIAL PROPOSED '�r ! ( DEVELOPMENTS WITH CURB AND GUTTER SHALL BE 36 INCHES. THE COVER FOR WATER DISTRIBUTION PIPELINE LANDSCAPE 1T AND I, ! (! I ROPOSED 8 VCP SEWER MAIN INCHES AND GREATER AND ANY PIPELINES LOCATED IN NON-RESIDENTIAL S 30 ' 12 I i , , ; AREAS SHALL BE 48 INCHES. STREETS LOT VARIES 43 43 I ;'SHALL BE BROUGHT TO SUBGRADE, SEWER INSTALLED AND CURB AND GUTTER INSTALLED BEFORE THE PIPELINE IS VARIES DECELERATION TO CURB FACE TO CURB FACE I i ( SHEET 2 INSTALLED. LANE I j 1/16 SEC. LINE EXISTING MEDIAN Fi I 10.' POLYETHYLENE ENCASEMENT SHALL BE USED FOR ALL FERROUS PIPES, VALVES AND FITTINGS IN THE AREAS F O6't 6'f 12'f 7.O' 18.0'CORROSIVE SOILS AND/OR WHERE THE ELECTR II 28.0' 5•0' ( + , OCONDUCTIVITY OF THE SOIL IS LESS THAN 2,000 OHMS PER CUBIC 4,t 18.0' REMOVE AND REPLACE ! i APN 609 -050 001 , CENTIMETER OR AS DIRECTED BY CVWD. II' EXISTING PAVEMENT PER ! I I 11: ALL CONNECTIONS TO EXISTING FACILITIES WILL BE MADE BY CVWD AT THE OWNER'S EXPENSE. SIXTY DAYS NOTICE - 14' - CITY STANDARD ! INSTALLATION REQUIRED. CONTRACTOR SHALL START THE I - 29& 2.1%) 2.9 I ON AT THE TIE IN CONNECTION PROVIDED. ( I I -EH 12. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE AS SPECIFIED IN CVWD STANDARD DRAW_ -- _ ===OJW-1/S-3.INGNO. 8' WIDE'.'`+ EXISTING A.C. PVMM ^ .0' 3.0' PROPOSED MEANDERING ;+, ;,, IST. TEL 13. PIPELINES SHALL BE KEPT FREE OF DIRT, ROCKS AND FOREIGN MATERIALS DURING CONSTRUCTION. ME SIDEWALK i� CLEANING MAY BE REQUIRED AT THE DISCRETION OF THE CHIEF INSPECTOR.CHANICAL EXIST.. TEL CONDUIT* �. � �- �' �-* PROPOSED 18' D.IP WAl1R MAIN i ; � I O o _ i r I I o IlkLD RESTRAINED JOINTS ARE REQUIRED UNDER PAVERS, DECORATIVE CONCRETE AND THROUGH EACH ENT RYW/4Y TO EXIST. ELECTRIC CONDUITS* :THE PROJECT. NO WA TER PIPELINES SHALL BE INSTALLED UNDER CURBS OR SIDEWALKS. EXIST. 4 ABANDONED I f I TWO STORY 15. VINO WATER SERVICE LINES OR METER BOXES SHALL BE INSTALLED IN DRIVEWAYS. ` OWNER DEVELOPER *EXIST 2' TELEPHONE r1 i " WATER* I(I I � EXIST. 6 GAS* I I = OFFIJING � � , � .._ �k EXIST. TELEPHONE EXIST. 18 WATER I , I I B IL16. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION ENTIN FAMILY TRUST " I U BY CVWDIF CONSTRUC �•iON HAS NOT STARTED WITHIN EXIST. 18 SEWER MAIN JACK ENTIN �2 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCi'S. FORCE MAIN* " 9332. STOCKTON RD PROPOSED 18 WATER � I o Q ' MOOREPARK, CA 93021 � ..°,`.,° ,� EXIST. 12" SEWER MAIN* EXISTING 18' WATER MAIN I 17. CONTRACTOR SHALL CALLUNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133 AT LEAST TWO WORKING DAYS FORCE MAIN* DWG NO 11688 I i i PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA NUMBER PRIOR TO EXCAVATION. TEL (805)523-9335 ^ I I F + Li PRIOR - _ t.J1 PROP. 8' SEWER MAIN L f i APN 609-070-047 ' -PROPOSED 12' WATER MAIN C N I f I I EXIST. 12' PVC SEWER FORCE MAIN Domestic Water - ' - TYP TYPICAL SECTION O N FEMA I i r General Notes Final 7/15/05 UTILITY PURVEYORS I , DWG No , 3s88 ZONE C i f ! EXIST. 18" PVC SEWER FORCE MAIN WASHINGTON STREET -MAJOR ARTERIAL _ I DWG No 21890 NORTH COACHELLA VALLEY WATER DISTRICT COMMUNITY PANEL NUMBERS I I I ! (760) 398-2651 (PUBLIC STREET) 060245-2260 D. SOUTHERN CAUFORNIA EDISON . INDEX MAP (909) 987-3304 TIME WARNER CABLE INDEX SHEET (760) 674-5472 GENERAL TELEPHONE COMPANY SHEET NO. DESCRIPTION (760) 327-8614 - 1 COVER SHEET THE GAS COMPANY 0 100' 200' 300' 400' (760) 323-1851 2 WATER PLAN AND PROFILE SCALE 1 "=100' PIPELINE TANGENT PCC POINT CONCAVE CURVE IN I H L U I I Y U I- LA Q U I N I A, 5 I A I L UV UALI t- U K N IA LEGEND PRC POINT REVERSE CURVE ' WM WATER MAIN ' EXIST. EDGE OF ' PAVEMENT SS SANITARY SEWER .: TIC TOP OF CURB FF=SITE WATER IMPROVEMENT PLANS 1 o EXIST. CONTOUR FL FLOW UNE ss EXISTING SEWER MAIN LP LOW POINT FOR HP HIGH POINT w TP TOP OF PAVEMENT EXISTING WATER MAIN - TG TOP OF GRATE EDGE OF PAVEMENT FC CURB FACE LA.QUINTA BUSINESS CENTER - EP PROPOSED SEWER MAIN TOP OF WALL PP POWER POLE PROPOSED WATER MAIN � ) EXISTING- FC FACE OF CURB -TEL EXISTING TELEPHONE c EXIST. GRADE BC BEGINNING of CURVE A PORTION OF THE SOUTH WEST 1 /4 OF SECTION 18. ; FS FINISHED SURFACE E EXISTING ELECTRIC EC END OF CURVE f CMU CONCRETE MASONRY UNIT GB GRADE BREM TOWNSHIP 5' -SOUTH, RANGE 7 EAST, -SAN BERNADINO BASE 8c MERIDIAN • -GAS EXISTING GAS UNE FF FINISHED FLOOR C&G CURB AND GUTTER COACHELLA VALLEY WATER DISTRICT TMH TOP OF MANHOLE TV EXISTING TELEVISION UNE SF SQUARE FEET GENERAL NOTES FOR DOMESTIC WATER SYSTEMS I BCR BEGINNING OF A CURB RETURN CAB CRUSHED AGGREGATE BASE EXISTING C&G ECR END OF A CURB RETURN PUE PUBUC UTILITY EASEMENT R/W RIGHT OF WAY _ EM RESTRAINED JOINTS UMITS I PA PLANTER AREA ® REMOVE AND REPLACE AC PAVEMENTS SD STORM DRAIN PIG POINT IN GUTTER PROPOSED FlREHYDRANT 1. ; ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION + FH FIRE HYDRANT :{ OF DOMESTIC WATER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA VALLEY WATER DISTRICT (CVWD). (WET BARREL) ! = SECTION ONES 2. THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS LICENSE. VICINITY MAP - It 3. it CONTRACTOR SHALL CONTACT CVWD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE NOT TO SCALE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTION THE �< CONFERENCE. • I I I i � I NOTE: *CONTRACTOR TO POTHOLE AND CONFIRM CLEARANCE AND I ; , 4. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION ! I ` CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY, ! - I MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. I I !I . W W CITY 0F 5. ALL WORK SHALL BE INSPECTED BY CVWD.W THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVD'S I; REGULATIONS. I LA QUINTA I i 6. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION I ! ACTIVITIES DAILY WITH THE INSPECTION DEPARTMENT BETWEEN I I I i 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR (n SECTOR OR (L W : i ;' INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FOR ANOTHER TIME. - I I ! I I EXIST. 18" PVC SEWER FORCE MAIN LOCATION PRIOR CONSTRUCTION to Z I ( DWG NO.21890 i I I IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD, CONTRACTOR SHALL BE W I I ;� O I I I , CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. i' I PROP. 8 VCP SEWER MAIN 7. WORK PERFORMED C I ( WITHOUT INSPECTION SHALL BE REJECTED. C3 I � ; ! -SECTION UNE G Z I 8. COPIES OF THE COMPACTION TEST ST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO PRESSURE TESTING. i MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS. A SET OF PIPE ZONE AND MID -TRENCH TESTS EXISTING E'LY Q SHALL BE CONDUCTED OVER THE PIPELINE E EVERY 300 FEET AND AT EVERY THIRD WATER SEVICE, HYDRANT, PROPOSED R/yy EXISTING WILY I ) , I ( EXIST. 12 PVC SEWER FORCE MAIN DETECTOR CHECK OR MANIFOLD. R/W 12 RAN Q ! DWG NO. 13988 J VARIABLE 55 -60 55 9. THE COVER FOR WATER DISTRIBUTION PIPELINES 24 INCHES IN DIAMETER AND SMALLER IN RESIDENTIAL PROPOSED '�r ! ( DEVELOPMENTS WITH CURB AND GUTTER SHALL BE 36 INCHES. THE COVER FOR WATER DISTRIBUTION PIPELINE LANDSCAPE 1T AND I, ! (! I ROPOSED 8 VCP SEWER MAIN INCHES AND GREATER AND ANY PIPELINES LOCATED IN NON-RESIDENTIAL S 30 ' 12 I i , , ; AREAS SHALL BE 48 INCHES. STREETS LOT VARIES 43 43 I ;'SHALL BE BROUGHT TO SUBGRADE, SEWER INSTALLED AND CURB AND GUTTER INSTALLED BEFORE THE PIPELINE IS VARIES DECELERATION TO CURB FACE TO CURB FACE I i ( SHEET 2 INSTALLED. LANE I j 1/16 SEC. LINE EXISTING MEDIAN Fi I 10.' POLYETHYLENE ENCASEMENT SHALL BE USED FOR ALL FERROUS PIPES, VALVES AND FITTINGS IN THE AREAS F O6't 6'f 12'f 7.O' 18.0'CORROSIVE SOILS AND/OR WHERE THE ELECTR II 28.0' 5•0' ( + , OCONDUCTIVITY OF THE SOIL IS LESS THAN 2,000 OHMS PER CUBIC 4,t 18.0' REMOVE AND REPLACE ! i APN 609 -050 001 , CENTIMETER OR AS DIRECTED BY CVWD. II' EXISTING PAVEMENT PER ! I I 11: ALL CONNECTIONS TO EXISTING FACILITIES WILL BE MADE BY CVWD AT THE OWNER'S EXPENSE. SIXTY DAYS NOTICE - 14' - CITY STANDARD ! INSTALLATION REQUIRED. CONTRACTOR SHALL START THE I - 29& 2.1%) 2.9 I ON AT THE TIE IN CONNECTION PROVIDED. ( I I -EH 12. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE AS SPECIFIED IN CVWD STANDARD DRAW_ -- _ ===OJW-1/S-3.INGNO. 8' WIDE'.'`+ EXISTING A.C. PVMM ^ .0' 3.0' PROPOSED MEANDERING ;+, ;,, IST. TEL 13. PIPELINES SHALL BE KEPT FREE OF DIRT, ROCKS AND FOREIGN MATERIALS DURING CONSTRUCTION. ME SIDEWALK i� CLEANING MAY BE REQUIRED AT THE DISCRETION OF THE CHIEF INSPECTOR.CHANICAL EXIST.. TEL CONDUIT* �. � �- �' �-* PROPOSED 18' D.IP WAl1R MAIN i ; � I O o _ i r I I o IlkLD RESTRAINED JOINTS ARE REQUIRED UNDER PAVERS, DECORATIVE CONCRETE AND THROUGH EACH ENT RYW/4Y TO EXIST. ELECTRIC CONDUITS* :THE PROJECT. NO WA TER PIPELINES SHALL BE INSTALLED UNDER CURBS OR SIDEWALKS. EXIST. 4 ABANDONED I f I TWO STORY 15. VINO WATER SERVICE LINES OR METER BOXES SHALL BE INSTALLED IN DRIVEWAYS. ` OWNER DEVELOPER *EXIST 2' TELEPHONE r1 i " WATER* I(I I � EXIST. 6 GAS* I I = OFFIJING � � , � .._ �k EXIST. TELEPHONE EXIST. 18 WATER I , I I B IL16. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION ENTIN FAMILY TRUST " I U BY CVWDIF CONSTRUC �•iON HAS NOT STARTED WITHIN EXIST. 18 SEWER MAIN JACK ENTIN �2 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCi'S. FORCE MAIN* " 9332. STOCKTON RD PROPOSED 18 WATER � I o Q ' MOOREPARK, CA 93021 � ..°,`.,° ,� EXIST. 12" SEWER MAIN* EXISTING 18' WATER MAIN I 17. CONTRACTOR SHALL CALLUNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133 AT LEAST TWO WORKING DAYS FORCE MAIN* DWG NO 11688 I i i PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA NUMBER PRIOR TO EXCAVATION. TEL (805)523-9335 ^ I I F + Li PRIOR - _ t.J1 PROP. 8' SEWER MAIN L f i APN 609-070-047 ' -PROPOSED 12' WATER MAIN C N I f I I EXIST. 12' PVC SEWER FORCE MAIN Domestic Water - ' - TYP TYPICAL SECTION O N FEMA I i r General Notes Final 7/15/05 UTILITY PURVEYORS I , DWG No , 3s88 ZONE C i f ! EXIST. 18" PVC SEWER FORCE MAIN WASHINGTON STREET -MAJOR ARTERIAL _ I DWG No 21890 NORTH COACHELLA VALLEY WATER DISTRICT COMMUNITY PANEL NUMBERS I I I ! (760) 398-2651 (PUBLIC STREET) 060245-2260 D. SOUTHERN CAUFORNIA EDISON . INDEX MAP (909) 987-3304 TIME WARNER CABLE INDEX SHEET (760) 674-5472 GENERAL TELEPHONE COMPANY SHEET NO. DESCRIPTION (760) 327-8614 - 1 COVER SHEET THE GAS COMPANY 0 100' 200' 300' 400' (760) 323-1851 2 WATER PLAN AND PROFILE SCALE 1 "=100' PIPELINE TANGENT DATA NUMBER BEARING LENGTH MATERIAL SIZE SHEET NO. 01 N00'11'07"E 295.78 D.I.P 18" 2 2 N89'48'53"W 78.86 D.I.P 12" 2 03 N89'48'53"W 6.00 D.I.P 18" 2 PRIVATE ENGINEER NOTE TO CONTRACTOR -1. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT ESTIMATE OF QUANTITIES BE RESPONSIBLE FOR, OR UABLE FOR UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS, ALL CHANGES TO THE PLAN MUST BE IN WRITING AND MUST BE APPROVED BY (CONTRACTOR -IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES FOR BIDDING PURPOSES) CITY Of LA QUINTA THE PREPARER OF THESE PLANS. et No. HOLD HAWL IM INDEMNIFICATION CLAUSE: INSTALL 18 CLASS 250 DUCTILE IRON PIPE WITH RESTRAINED JOINTS 302 LF. - Plan S THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY INSTALL 12 CLASS 350 DUCTILE IRON PIPE WITH RESTRAINED JOINTS 79 LF. 01 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT, THIS REQUIREMENT SHALL INSTALL 18"X18'X18 D.I TEE 2 EA. INSTALL 18" D.1 BUTTERFLY VALVE, EPDXY LINED AND COATED APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE 6 'EA. o -� CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNER, AND THE- INSTAL_ 18"X6" D.I REDUCERCU ' 2 EA .. CD PRIVATE ENGINEER HARMLESS FOR ANY AND ALL UABIUTY; REAL OR ALLEGED, IN INSTALL 187X18"X12' D.I TEE 1 EA. CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABIUTYLn INSTALL 6' D.1 GATE VALVE 2 EA. _ ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR ENGINEER. C.V.W.D. 1DRAWIN13 APPROVAL EXISTING UNDERGROUND STRUCTURES: INSTALL 12" D.I GATE VALVE 1 EA. _ ..DXTE ALL UNDERGROUND UTWTIES OR STRUCTURES, REPORTED OR FOUND ON PUBUC INSTALL 6' BLOW OFF ASSEMBLY 2 EA. 6 JUNE 07 0 RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER Check °°: rx:aEc DI INSTALL STEEL CASING PER CVWD DETAIL W-40 18 LF T :1 + rw DWC. .' a BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES � TO ASSUME UABIUTY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES INSTALL 2"SERVICE FOR BUILDING 1 EA. G 36302. eo RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT INSTALL 1-1/2- SERVICE FOR IRRIGATION 1 EA. STATIC WATER PRESSURE IS 90 PSI Ram a� DIRECTOR CF ENCINEEPo N cl REPORTED OR INDICATED ON PUBUC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE W . INSTALL 10" DETECTOR CHECK ASSEMBLY PER CVWD STD. W-38B 1 EA. WATER WORKS MATERIALS SHALL BE RATED FOR 150 - NTH REPORTED OR RECORD LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PSI �� APR. 3 PRECAUTIONARY MEASURES TO PROTECT THE UTIU11ES OR STRUCTURES SHOWN AND ANY REMOVE AND REPLACE AC PAVEMENT PER CITY REQUIREMENTS 1951 SQ•FT NOTE: w OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO Q NOTIFY THE OWNERS OF ALL UTTUTiES STRUCTURES CONCERNED BEFORE STARTING WORK. TO CONVERT TO NATIONAL GEODETIC VERTICAL '` 3 NOTICE M CONTRACTS L DATUM OF 1929, SUBTRACT 500 -FROM ALL41 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ELEVATIONS SHOWN ON THESE PLANS BASIS OF BEARINGS APPROVED BY: SEAL LA BASIS OF BEARINGS IS THE CENTERLINE OF PREPARED BY: FOMOTOR' Pa WASHINGTON STREET, AS SHOWN ON PARCEL THE RIVERSIDE COUNTY �o1EssoN CITY OF. LA QUINTA, STATE OF CALIFORNIA MAP NO. 27131, PER PM 184/87-91 TAKEN FIRE DEPARTMENT KAS N 00'11'07 E. S' ,�`��J��'yo�,y�, DRAWN eY: DATE:RHIGA1 LERTo , o � � Q� o s ENGINEERING _ BENCHMARK / / �, OM OFF SITE WATER IMPROVEMENT PLANC25 W& TVO VORKM CITY OF PALM DESERT BENCH MARK NO. 130, A No. 47284 FILE NO. � YOUBEFORE BIG1.5" C.P.D. BRASS DISK ON THE NORTH SIDE OF ^/07 Exp. 12-31-07 _ DESIGNED BY: FOR o * * 225 S. CIVIC DRIVE SUITE ,1-5 FRED WARING DR. WEST OF WASHINGTON ST., IN OMCd Tai- nMtm i•0oo-227-, coo THE SOUTHEAST CORNER OF CATCH BASIN 75 FIRE MARSHAt1 a►� `pqr C1V1� �Q DATE 2 O PALM SPRINGS, CA. 92262 LA QUINTA BUSINESS CENTER SHEET SHEETS A RMM FEET WESTERLY OF THE WESTERLY ECR STAMPED DATE: BY- MIRK: APPR. DATE FOFCAl_1FO�t, PHIWP K. FOMOTOR PE., PIS. (760) 323-1842 FAX (760) 323-1742 CHECKED BY: o u "130 ELEV.= 139.037 (NGVD 29) ENGINEER DESCRIPTION R.C.E.N0. 47284 EXP. DATE 12/31/07 PKF SW 1/4 OF SEC 18, T5S, R7E, SBB&M 2 A W Pit A ►-I z q w P4 e L) A e (U L0 M- ^ � v ttJ ITV � _-__---��-�-- TO DETECTOR CHECK o Nro �__> 63 cu 1A2' cu 1A2 0 EXIST. 12" SS FORCE MAIN ( 1 L7 z X w z F-I J N Q 0 I -I -H X 6" GAS 1�0, 13cb, * �pQ A z w W A to �t v ti z O STA 10+10.00=1+00.00 INSTALL (1) 18X18"X12" D.I TEE PROPOSED 12" CLASS 350 / (1) 12" D.I GATE VALVE DIP MAIN WITH RESTRAINED JOINTS ( 1 3.13' 18.0' 2.0' BEGIN RESTRAINED JOINTS TO DETECTOR CHECK / I i : I - - - - - -- - -- - i ! -- i r y I I , t D_ - STEEL CASING ? f _ - I , I PROFILE SCALE - -I - -40 1 , I YY PER CVWD DWG W I , HORIZ. 1 40 ! - - -- - - -G N -- - - - E AIN i Qc VERT. 1 4 I I i ' ' - 7 8 9 10 " ' PROP. 8SS MAIN DETAIL-1 U I I I I l I I I H a PL DETAIL 2 NOT TO SCALE * CONTRACTOR TO CONFIRM CLEARANCE � STA 10+18.67 z w o INSTALL (1) 2" SERVICE z LA QUINTA BUSINES ct ENTER N it Of =-= STA 1 +7 .B EL DETAIL-2 IL I ( ` INSTALL 10 DETECTOR CHECK °- CAT H STA 10+22.60 VALVE PER CVWD W-386 I INSTALL (1) 1-1/2" SERVICE NOTE: CL BASICITY OF L A QUINTA CLEAR EXIST. UTILITIEs FOR IRRIGATION *CONTRACTOR TO POTHOLE AND CONFIRM ALL EXIST. ELEC AND TEL CLEARANCE .PRIOR CONSTRUCTION is.o'± PROP. R W TP' 144.77t °S1WALK -,BOT 2" TEL=(142.60) EXIST. R/W EXIST. R/W " EXIST CABLE 30.0 z z # TOP 12 W 142.10 EXIST. WM 0 PROP. C&G _ � COVER=0.50 't`f - - - EXIST. UND GROUND PHONE-�. _ EXIST. R/W _ ----- == ' z (ABANDON) _ 5.0' Q 1 � TFi � TFt � TEI €€ _�� _�_ Ems_ E TEf TV L E ILL E � L - � TEL � TEL � L € € ----L - �- - `� TEL �TV -_ - T- -- -Tv --- E-1ST.`t GRO rtB'€E�TRI� --- TV -- -- - E --E --- - -- --- " ------��EX--C---- --- ---- --- � o -UTILITY X-ING- - - TEL TEL - TEL TEL TEL EL - TEL TEL TEL TEL ' TEL TEL EL C EL TEL DETAIL-1=L '- T L - TEL TEL TEt- TEL TEL TEL TEL TEL EL TEL TEL TEL TEL T TEL EL � EL ss ss ss - s - ss ss ss ss s_ ss ss ss o s CVWD W-40-STEEL CASING 2 $ r L ss TEL ss TEL ss EXIST. PHONE LINES 3,+ o PROP D 8 SS - 1n TOP CASING- 138.75 �� _ ss ss M s ss ss ss ss ss ss ss ss - ss $ ; ss ss ss EXIST. 12" PVC SEWER FORCE MAIN ' M o - EXIST. MEDIAN - BOTTOM CASING- 136.75 o o s 3x� F MAIN SEWER FORCE N EXIST 18 PVC SEE 0 * 5 t ., _.� ..:.. ro. ... ... s. ._ _.a ,,:. ,.. -. ._ ...: - -. .. _.. t _..... ,_. ,ors, �,:.. ,. ,;: �'. ,. ,. r -ra 4. .m, ,. _ ..., .. .. .._ Y - .. .. s' i�..n k.x F ,�,... A` . _ r E ,. .. _ ... 7#<., -. ... a xi - Ii _. �._� _ Gad �. A ..s_... ,. 1 - z _ < ._ � ,. EXIST. TELEPHONE*S �. � ,- ��. 4, a caw a' ._.. x. .. r ... .^. e. T n. ,. 3'� -.. •,.. 1.. ,-. ..,.. ... �'.� . _.. _.. _ ., -. � Y .. .-Y _ ,. ....., _.- .. t , : ,..,. , • .., � : ;., EXIST. N 'F PHO E LINE p 1$ TEL TEL TEL T L TEL L E EL TEL E TEL TEL TEL » �pQ TEL L TEL TEL TEL TEL E w w w „w w w w w w w w w _ M w _ w w w w " TOP 18 140.50 EXIST. MEDIAN EXIST. 18 WATER MAIN DWG NO. 11688--� EXIST. TELEPHONE o o -`� EXIST. 18 CML/CMC WATER MAIN STA 1+06.00 STA 10+00.00 w w w w w - w - w w w w - w 1 C`? _ w w __W w` W " " " " STA 1 +00.00 = (STA 20+85.96) TEL TEL TEL - TEL TEL TEL-''--i�- TEL TEL TEL TEL TEL TEL TE TLC% a� TEL -- EL - _L -a� TEL - ` TEL -` TEL-v EXIST. 4 WATER (ABANDONED) INSTALL (1) 18 X18 X18 TEE - - ------ ---- -- EXIST. 4 WATER (ABANDONEDL--------- _ _ _ _ ____ EXISTING 18" CML/CMC WATER MAIN. - - - - - - (SEE PROFILE) 6.0' INSTALL (1) 18X18"X18" D.I TEE AND (3) EXIST. PHONE LINE REMOVE AND REPLACE -EXIST. C&G EXIST. PHONE LINE BEGIN WATERMAIN EXIST. PAVEMENT PER CITY STANDARDS TYP. _ _ - - - - 18" BFV'S BEGIN RESTRAINED JOINTS - STA 7+59.27 - PROPOSED 18" CLASS 250 EXIST. C&G -� STA 1 +06.00 =STA 10+00.00 " EXIST. C&G INSTALL (1) 18"X6" REDUCER R/W 4 SCHEDULE 40 PVC END WATERMAIN INSTALL 1 18"X18"X18 D.I TEEC�.118' BUTTERFLY U 'LVES SLEEVE DIP MAIN WITH RESTRAINED JOINTS G.V O _ STA 10+55.05 Q N ` (PUBLIC; STREET) (1):6'' BLOW OFF ASSEMBLY EXIST. FH SEEDETAIL-2 INSTALL (1) 18"X6" REDUCER WASHINGTON `GTO� �� BEGIN RESTRAINED JOINTS STA 1+00.00= 20+85.90 DWG NO 11688 DETAIL 3 (1)18" ev DISTRICT FORCES TO INSTALL AT DEVELOPER'S EXPENSE: (1) 6" BLOW OFF ASSEMBLY (1) 18"X18"X18" D.I. TEE (3) 18" BUTTERFLY VALVES, 6 LF OF DIP CONTRACTOR END RESTRAINED JOINTS NOT TO SCALE CITY OF PALM DESERT TO CONNECT UNDER DISTRICT INSPECTION. DEVELOPER TO MAINTAIN INSTALLATION AREA, INSTALL FINAL PAVING AND RAISE VALVES TO FINAL GRADE. CONSTRUCT 18" CLASS 250 DIP SEE DETAIL.-3 - WATER MAIN WITH RESTRAINED JOINTS STA 10+ 10.00=1 +00.00 TO 1 +78.86 CONTRACTOR TO INSTALL (1) 18"X18"X12- TEE (1) 12" GATE VALVE, 78 FEET OF DIP AND DETECTOR CHECK VAULT DISTRICT FORCE TO INSTALL (1) 10" DETECTOR CHECK AT DEVELOPER " EXPENSE AFTER NEW PIPELINE HAS BEEN PRESSURE TESTED, I CHLORINATED AND PROGRESSED FOR SERVICE CONSTRUCT 12" CLASS 350 DIP WATER MAIN WITH RESTRAINED, JOINTS EXISTING MEDIAN F- D_ 5' 14' 4' CITY of LA QUINTA c EXISTING A.0 PAVEMENT - Plan Set No. I 2_ o i 0 c„ PROPOSED NORTH N 18" CLASS 250 `-' WATER MAIN _ ' C.V.W. . DRAWING APPROVAL m 0 40' 80, 120' 160' CD � SCALE 1 "= 40' 6 JU N E 07 Th Checked: ECT NE 1 (U DWG. No. WATER SERVICE t 36303 C 0 Recommended: 2 EC TOR Of fGHFIRING fn 4" SCHEDULE 40 PVC SLEEVE W LF-14' Revisions: Q - DATE APPR. F DETAIL-2 W NOT TO SCALE i NOTE: 3 ALL VALVES WILL BE INSTALLED PERPENDICULAR TO FINAL S L E EV N G D ETA L L GRADE. _ to to v BASIS OF BEARINGS--- �_ - _ ri- SEAL B - FOMOTOR CITY QF LA QUINTA, STATE OF CALIFORNIA a BASIS OF BEARINGS IS THE CENTERLINE OF • � '�== - PREPARED BY: � WASHINGTON STREET, AS SHOWN ,ON PARCEL MAP N0.OFESS�O�, Ry 27131, PER PM 184 87-91 TAKEN - _ -- _ n h��Q K Fp,J�o Fy DRAWN BY: DATE: 0 D u u E AS N 00'11 OTE. �o �- ENGI NEE I NGIMPROVEMENT PLAN Q 2 OM OF SITE WATER d BENCHMARK �, �, LE No BIAL nro WORKING - No. 47284 FOR CITY OF PALM DESERT BENCH MARK N0. 130,- q ;1.5 DESIGNED BY: p iCD i BEFORE ym MGDnusBIG C.P.D. BRASS DISK ON THE NORTH SIDE OF FREE WARING * Exp.12-31-07 * 225 S. CIVIC DRIVE, SUITE 1-5 OM CENTERCD LA QUINTA BUSINESScu DR. WEST OF WASHINGTON ST., IN THE SOUTI.IEAST - _ d'�, `�• �,� 17 PALM SPRINGS, CA. 92262 SHEET SHEETS � I q� CIVIL �, DATE: CHECKED BY: o TOLL.FREE i-eao-zz�-zboo CORNER OF CATCH BASIN 75 FEET_WESTERLXOF THE F OQ PHIWP K. FOMOTOR PE., PLS. (760) 323-1842 FAX (760) 323-1742 A PUBLIC SERVICE BY WESTERLY ECR STAMPED "130", ELEV. 139.037:: (NGVD DATE: BY: MARK. APPR. DATE: OF CALIF PKF S W 1/4 OF SEC 18, T5 S, R 7 E, S B B 8c M 2 2 - DESCRIPTION R.C.E. N0. 47284. EXP. DATE: 12/31/07 _ 3 URtDERMMM SERVICE ALERT 29) ENGINEER