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4383NOTE: - With proper validation this form constitutes an - encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public rks"improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: 04--2"5 LOCATION OF CONSTRUCTION Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV AVE 58 (OFF —SITE WATER =W) . (Street address or Description of Location) PURPOSE OF CONSTRUCTION INSTALL PORTION OF PERM. Sketch (attach construction plans if appropriate) WATER ALONG AVE. 58 INSTALL 18 DIP APPROX. DESCRIPTION OF CONSTRUCTION 1200' - "r7 DIMENSION OF INSTALLATION OR REMOVAL 1200 LP 18" DIP 1 t Olkk SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN ASAP }; \' r APPROXIMATE TIME OF COMPLETION 7 PATR ESTIMATED CONSTRUCTION COST $ 'f (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify,defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in'advance of the time -when work will be started. Comply.,with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent 9 ir, PntnxAtll~rAw irnr:we «w,rw ctax�aMM") A7,&O w >ne RTVA r�txlaAVTA, rA o1761 0.Name of Applicant (please print) Business Address Telephone No. CjW 881 SOUTH STATE ST. 951-0117-1201 Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business Licens EMBST i MEMITY CO. 5800000033 : d Applicant's Insurance Company Policy Numbe n FEES: Subdivision Improvement Permit — Class III Public improvements: 3%of'estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ - -%-, ��•;�:� Permit Fee Penalty Cash Deposit -Surety Bond if.required TOTAL: $ -wail �'• �• L t%• ;�:? Receipt No. Received by Recorded by Date 81005 LA 1•- 4333 PERMIT VALIDATION ENiE ,gip PERMIT NO. 4383 4, DATE APPROVED 9 `1 EXPIRATION DATE DATE ISSUED t (�y/1 9 f By — Administrative ��,1.,: Administrative Authority Telephone: (760) 777-7075 L. N I.I.D. VEHICLE &�. WB EMPLOYEE- PARKING LOT ' ' MONROE ST. s IMPERIAL IRRIGATION " No SCALE DISTRICT OFFICE C-2 ROAD ` Y c-n CLOSED an a-t TaiO cx C� C 20 (Rn Ci-� 7 C-23 ... 6n C-30 \ PUBLIC PARKING ;HE, - �+D a AA\ C $0 aFOxT UNE -, eRFDl tllf ROAD E R I _ 0 EN MANE"�. p• a /�^ `7RENCW �ClA9ED ' t�e�rr WORK ` .. `CEASED' Ci-17 <CLNOSED 7,ax� 25 A 1 AVE. 58 - ' +� T25500 FT 'f1E o Q-_ • __ - \v—'� d .•w" -,e•.- aww n �r , w.. nw-c wwrwc, rww-www err -uw w - Lt_C==C=C=G= � i fir. • \\ - .. - .`?// ''`t% M - • .• •. SEE NOTE 7 s C-23 W17 Y' ROAD \ f r I• E G C - •' -w WORK* - '" AH W1D - F-51 LI r� NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.) 2003 AND THE 2003 M.U.TC.D. r CALIFORNIA SUPPLEMENT. j N 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 REPRESENTATIVE. y 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 10' TRAFFIC LANE WIDTH IN DAYLIGHT HOURS, 11' AT NIGHT. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUTAND THE aopDvea °� s �"" ` _j NEAREST TRAFFIC LANE. IF THE CONTRACTOR NEEDS MORE ROOM TO WORK, FLAGGERS SHALL BE ADDED WITH THE PROPER SIGNAGE PER CALTRANS STD. T-13 DURING 55 "DAYLIGHT HOURS ONLY. " , ProjectNem - 6 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. c Install Water Line for Piazza Serena 6. THIS TRAFFIC CONTROL COULD BE LEFT UP OVERNIGHT IF APPROVED BY THE CITY OF LA QUINTA. IT IS RECOMMENDED THAT THE TRENCH BE FILL IN, COVERED WITH STEEL PLATES PrftContmstm - T�ConVd� OR FENCED OFF WITH WATER -FILLED K-RAIL ON THE TRAFFIC SIDE OF ANY OPEN TRENCH. IF LEFT IN PLACE OVERNIGHT ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND Forecast Homes Tops N Barricades, Inc. . ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. Mo"e ftpamdBy BamonStenr�rd 7. THE CONTRACTOR SHALL CONTACT IMPERIAL IRRIGATION DIST. ABOUT CLOSING ANY OF THEIR DRIVEWAYS AT ANYTIME. ONLY 1 SHOULD BE CLOSED AT A TIME AND ONLY WHEN (800)852-TOPS Ron Fifield CALTRANS T-11 THE WORK CROSSES THE DRIVEWAY.' THE I.I.D. VEHICLE & EMPLOYEE LOT MAY HAVE TO STAY OPEN AND CROSSED HALF ATATIME WITH A FLAGGER TO CONTROL TRAFFIC IF THERE hart Numbw Date PemdtNumW s IS NO OTHER ACCESS TO THIS LOT. THE DRIVEWAY MAYBE COULD BE DONE ON A DAY WHEN NO ONE IS WORK JUST ON CALL. 1 of 3 4/25/05 To Be Issued on Approval 4 VCf 17 gip( y �c --PUBLIC- WORKS-DEP' APPLICATION FOR. PERMIT. Date: Location of Construction: Pme_ wo, -To" IPA D\ 3 005 2_� Purpose of Construction: Description Description of C6n$truction:_Zn S-I,: I I I' Dimension of Installation, or Removal: Iq I Approximate - Construction Start Date: _�S aApproximate Construction Completion Date: '_)CA c Estimated -Construction Cost: $ Estimated C_*uMQ Cod shall include the removal of all obstructions, materials, and debris, bade -filling, :-�l-PL--6%m=mauw r="&cigormplacingimpmvcmmts. won and a Contact Name: V Phone Number: '9.C,,6 gx 81 Name of Applicant: %,,5 ppjjcant Contact Address: 'Applicant 0\. Q-I 4� . Co. 1))_X0) 'Applicant Telephone Number: Name of Con'trac'tor: Contractor Address.: Contractor Telephone Number: 94-1-7- Contractor State License Number: 42,19--1741 Contractor City Business License Number: 10- A COPY OF THE RENT INS LAMM CERTIFICATE MUST BE PROVIDED -4 Applicant of Contractor General Liab* llity Insurance Company: Applicant Contractor General InsuraiccPolicy� Numb r: ell ............... on Office Use Only IQ Fee: Permit roe: Deposit: Dust Conuva Deposit Credit Amount TOTAL FEE DUE: .OfficeUse only: AssiPod Permit Number . - Approval Date: Expiration Date: issue Date: Administrative Authority: FORECAST HOMES a K. ovoortiaa Company 00M1:5 FOR A N F W 6ENERA,710N FACSIMILE TRANSMITTAL SKEET TO: FROM:' Tony. Colarossi him Castruita COMPANY: DATE; City of La Quinta 4/20/05 FAX NUMBER TOTAL NO. OF PAGES INCLUDING COVER: 760-7774155 2 PHONE NUMBER SIZZNDER'S REFERENCE NUM)3ER Tracr #30092 Rir; YOUR REFERENCE NUMBER:- Cost Estimate ❑URGENT OFORREVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑PLEASE iZ 'CYCLE NOTES/COMMENTS: 1ii Tony, Attached is the engineers cost tsdrnate for the off tract water for phase 1. Let me know if you have any questions. Thank you. Regards, ' Ttim Castruita O09) 821-9427 4240 E. JURUPA ST., SUITE 402 ONTARIO, CA 91764 909 937-3270 909 390-56s6 (FAX) Apr, 19.O5 04:42p WARNER ENCI.NEERING 760 34175999 p-2. MVftrner 7245 Joshua Lane, Suite 8 73-1 B5 Mlgn►vay 111, Suite A 4>,.:1:: K� Yuoca;Uailey, CA 92284 Palm besert CA 92260 '' " - Pfione! VM)365.7638 Phone: (760)341-3101 r, eng l neen ng Fax (760)355-2146 Fax: (760)341-5999 CPAL IEN13WEERM /PLANFallo/LAND SURVEYING - OPINION OF PROBABLE COST Project No.: C9662 date: 4/19/2005 Client: Forecast Homes in La Quinta 13y: Jonathan D. Hoy Description: OFF -SITE WATER PLANS - PHASE I Page: 1 NO. DESCRIPTION -nTv` UNIT UNIT COST 1 18' DIP POLY. ENCASEMENT WATER MAIN WlRESTRAINE:D JTS. 140 LF EXTENSION;. $75.00 $10,600.00 2 1W DIP POLY. ENCASEMENT WATER MAIN 1.146 LF 60,00 68,760.00 3 18" X 6' REDUCER 2 EA 1,200.00_- 2,400.00 4 6" GATE VALVE, IRON, EPDXY LINED/COATED 3 ��- EA 600.00 1`800.00 5 - FF BL W- 8" --... SLOW - OFF ASSEMBLY 2 '. EA 1,800.00_ 3,600.00 E3 18b BUTTERFLY VALVE, IRON, EPDXY LINED/COATED -- 2 -EA 3,000.00 ' 6,000.00 7 8 18"X6"TEE �,_ . _......._...... _ B" WET SARRELL FIRE HYDRANT ASSEMBLY 1 EA 1,000.00 . 11000.00 _ _ ,... _..... 1 �EA 2,000.00 2,000,00 9 •-• - 12 13 14 15 .- 17 SUMUL: $94,660.00 10% CONTINGENCY: $9,466.00 ' TOTAL $ 104,116.00 Prepared under the Supervision af. QgOFE V, C 63526 No, yet ; . n D. Hoy, R.C-i=- E3 6 pa m .. Exp. 9-30-2006 CIVIL ?P ' OF CAL11�� City of La Quinta The following General and Special Provisions are attached to and made a part of --:,.__Permit Number 4383, 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 ('/") 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 ''/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. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be fumished 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. ® 1113 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. ❑ RI 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. 0 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 ( 4 ) 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. PERMIT NO.4383 Piazza Serena / Offsite Water Along Ave 58 / Tract No. 30092 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. K. Hovnanian Homes and/or CJW,.hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. 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 cityand at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure. D. Alternative Routes 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. 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 I at 777-7089 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. 6. 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. 7. 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. 8. If public traffic lanes are required to be closed, this permit is riot valid until the permittee submits, to the Public. Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. Special Conditions Page I of 5 PERMIT NO..4383 Piazza Serena / Offsite Water Along Ave 58 / Tract No. 30092 9. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 10. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: , Monday -Friday 7:00 am. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00,a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays.. Note; Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 11. 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 (909) 275-6894 if signal operation at the intersection is to be altered in any way. 12. Pursuant to Section 14.16.110 of the La Quints 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. .13. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted.to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum.of two (2) travel lanes of paved surface shall be . maintained at all times. 14. 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. Special Conditions Page 2 of 5 PERMIT NO.. 4383 Piazza Serena / Offsite Water Along Ave 58 / Tract No. 30092 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. 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 6f 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 directe&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. Special Conditions Page 3 of 5 6 PERMIT NO.4383 Piazza Serena / Offsite Water Along Ave 58 / Tract No. 30092 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. 17. 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. 18. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 19. Access and egress to all local properties shall be maintained at all times. 20. 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 3/4" max medium asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for capping. Asphalt concrete mix design'shall.be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the`cold milling area shall be as follows: Special Conditions Page 4 of 5 i PERMIT NO: 4383 Piazza Serena'/ Offsite Water Along Ave 58 / Tract No. 30092 • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. ' • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations; . the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edgeflush with the existingstreet 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 stripingaffected by this resurfacing shall be replaced in kind by- the Permittee; as directed by and to .the satisfaction of theCity 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. 21.. Permittee shall permaneritly 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.: 22. Pursuant to Chapter.1.2.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part),19822) the City has designated certain city streets as.Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subj ect street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 23. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 24. The per mittee 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. 25. 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 5 of 5 ? i j x r\( Y/(ryyrrr VEHICLE4 EMPLOYEE PARKING LOT NO SCALE IMPERIAL'IRRIGATION - a r .` DISTRICT OFFICE Roantj y w cri CLOSED `. t� •? �' a! .c r c. as C-20 (RT) C-17 `>D coo " rc r P L1C A •I! G.. oao tfi— di AVE:'58soo a �ly 1 -51 Egli, 9, 015011111 a.. _ y r SEE NOTE;? }` �, '.: as .• N - , r`" r G23- t t� • � ` i . 0.11 �,. � s" .: a s' ' i' -,� Y - 1 .. ,.. .•s.. PA F& " F 0 S 1: `ALLTRAFFIC CONTROLDEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES IM U TC D 12ou AND THE 2003 M U TC D CALIFORNIA SUPPLEMENT . . •.2.'TRAFFICCONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED.-ADDITIGNALTRAFFIC.CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF q 'DEEMED' NECESSARY BY CITY OF LAQUINTA REPRESENTATIVE: 3., THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC (SIGNS; BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH F ! TRAFFIC CONTROL PLANS. t4: CONTRACTOR SHALL MAINTAIN AMINIMUM IO'TRAFFIC LANE WIDTH IN DAYLIGHT HOURS, IVAT NIGHT. THERE SHALL; BEAMINIMUM 2' BETWEEN THE EDGEOF CUT AND THE ''! .� ` ►; '� NEAREST TRAFFIC LANE. IF THE CONTRACTOR NEEDS MORE ROOM TO WORK, FLAGGERS SHALL BE ADDED WITH THE PROPER SIGNAGE PER CALTRANS,STD. T-13 DURING " '. 55.. " t i DAYLIGHT HOURS ONLY." �. , + - I�Ste) Water Line for Piazza'Serena ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. ' . K . r * ` - "'.'. °� 8. THIS TRAFFIC CONTROL COULD BE LEFT UP OVERNIGHT IFAPPROVED BY THE CITY OF LA QUINTA. IT IS RECOMMENDED THAT THE TRENCH BE FILL IN, COVERED WITH STEEL PLATES vnoe T1e °o cmuacmr "' ` ORFENCED.OFFWITH WATER-FILLEDK-RAILONTHE TRAFFIC SIDE OFANYOPEN TRENCH. IF LEFT IN PLACE OVERNIGHT ALL TRAFFIC.CONTROLDEVICES SHALL BEREFLECTIVE AND . Forecast Homes Tops N Barricades, Inc. -BOW ' ti ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS: .�� 800 852-TOPS Ron" Fifield. CALTRANS T-11 . l.. 7.. THE CONTRACTOR SHALL CONTACT IMPERIAL IRRIGATION DIST ABOUT CLOSING ANY OF'THEIR DRIVEWAYS AT ANYTIME. ONLY 1 SHOULD BE CLOSED AT ATIME AND ONLY WHEN ( ) _ f - THE WORK CROSSES THE DRIVEWAY. THE I.I.D. VEHICLE & EMPLOYEE LOT MAYHAVE TO STAY OPEN AND CROSSED HALF ATATIME WITH A FLAGGER TO CONTROL TRAFFIC IF.THERE 1 of 3 . T 4/2 ate TO Be`Issued on Approval I. IS NO OTHER ACCESS TO THIS LOT. THE DRIVEWAY MAYBE COULD BE DONE ON A DAY WHEN NO ONE IS WORK JUST ON CALL r.�a V ` .. .d ."• ,,} � , r -'I s. s � a a:• _ _e • { s � eF � ;,- � -f t�,% # s +S• .'� f r `"� +{• - i •! ' ram. _ !.. - ^ �- ;' �� ''•��wr, .�.•_. s s .. � .. _ k _ i• to ;�. , N WE NO YYYSCALE AVE. 58 I.I.D. VEHICLE & - EMPLOYEE PARKING LOT IMPERIAL IRRIGATION, — DISTRICT OFFICE C_v .* rc MOnnNROE nnST. i1�11 ROAD WORKI, - • ANEADOGI • _ NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.) 2003 AND THE 2003 M.U.T.C.D. CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA 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 10' TRAFFIC LANE WIDTH IN DAYLIGHT HOURS, IVAT NIGHT. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE avao"d By Data spew unn NEAREST TRAFFIC LANE. IF THE CONTRACTOR NEEDS MORE ROOM TO WORK, FLAGGERS SHALL BE ADDED WITH THE PROPER SIGNAGE PER CALTRANS STD. T-13 DURING 55 ` DAYLIGHT HOURS ONLY. PmIedNaM 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Install Water Line -for Piazza Serena 6. THIS TRAFFIC'CONTROL COULD BE LEFT UP OVERNIGHT IF APPROVED BY THE CITY OF LA QUINTA. IT IS RECOMMENDED THAT THE TRENCH BE FILL IN, COVERED WITH STEEL PLATES P&„ o Conwaw Truft Forecast Homes Tops N Barricades, Inc. OR FENCED`OFF WITH WATER=FILLED K-RAIL ON THE TRAFFIC SIDE OF ANY OPEN TRENCH. IF LEFT IN PLACE OVERNIGHT ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND . ' ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. ftne ByBawd onSWr�rd 7. THE CONTRACTOR SHALL CONTACT IMPERIAL IRRIGATION DIST. ABOUT CLOSING ANY OF THEIR DRIVEWAYS AT ANYTIME. ONLY 1 SHOULD BE CLOSED AT A TIME AND ONLY WHEN (800)852-TOPS Ron Fifield CALTRANS T-11 WORK CROSSES THE DRIVEWAY. THE I.I.D. VEHICLE & EMPLOYEE LOT MAY HAVE TO STAY OPEN AND CROSSED HALF AT A TIME WITH A FLAGGER TO CONTROL TRAFFIC IF THERE w m Date Penn NurMer -THE IS NO OTHER ACCESS TO THIS LOT. THE DRIVEWAY MAYBE COULD BE DONE ON A DAY WHEN NO ONE IS WORK JUST ON CALL. 1 of 3 _ 4/25/05 To Be Issued on Approval N - % MONROE ST. ` �wT W. E�A 500F Il , AHEAD NO SCALE . - 500 FT 1 y. REPARE TO �STOP� 500 FT d c 3. W-17 ' .• r ♦ d + - : W-17 d �,�,� ♦ C-36 C-9A C-23 # EXISTING Y\- ED.R4 w1 /,LANE: EXISTING 1,30 r Il E 6t n FT ,spa FT son • a �11 JJ17 son ' . [ , - ,;<-- - . ' , _ •� ° - F 50o FT SEE NOTES '7 & 8 R-1 "V cl w- 17 It '� • ' z ROAD ® ` ., .y` - -r•.. - WORK', .� O E G ` ,< W'17 AHEAD ,f - - ♦ - " EXISTING ® CURRENTLY MONROE ST SOUTH - - O OF AVE: 58 IS CLOSED. IF IT IS EXISTING STILL CLOSED AT THE TIME OF THIS NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES D C-9A WORK, THEN'THESE SIGN'ARE NOT IM U T C D) 2003 AND THE 2003 M U T C D CALIFORNIA SUPPLEMENT _ A 500 FT 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA . REPRESENTATIVE. - \�. 1� r ' 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN - y SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. ` ` C-23 ^pp'Dved By Data - Speed Lko1 ra 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES_ . THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF,CUT AND 500 FT 55 ' nn ROAD THE NEAREST TRAFFIC LANE., �7 woaKy PrgectName , 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. - �� Install Water Line for Piazza Serena [ 8: THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOUR ONLY. AT END OF DAY, THE TRENCH SHALL FILLED IN OR PLATED, THE ROAD .Prft CLEARED OF DEBRIS AND REOPENED TO TRAFFIC. t Forecast Homes Tops N Barricades, Inc. �•� ' 7. FLAGGERS SHALL WEAR ORANGE OR LIME GARMENTS (VESTS, SHIRTS, ETC.) AND BE EQUIPPED WITH A STOP & SLOW PADDLE. THEY SHALL' BE ftne Prepared By Based on Standard ABLE TO SEE EACH OTHER OR HAVE 2-WAY RADIO COMMUNICATION. THE "FLAGGER AHEAD 8 PREPARE TO STOP ° SHALL B_ E REMOVED OR « d. (800)852-TOPS Ron Fifield CALTFtANS T-13 71 COVERED WHEN NO FLAGGERS ARE PRESENT. " ' " Date PennftNamber 8. THE DELINEATORS OR CONES SHALL BE MOVE TO THE OTHER SIDE OF MONROE AND THE OTHER SIDE OF AVE. 58 TO COMPLETE THE CROSSINGS _ 2 of 3 4/25/05 . -, ,To Be Issued on Approval k t � + � •• ' •. - y , _ n - � - l _ I R f t r 1 - i.-. - ' .n r • • • ' r , .. < .. - . - T - t R• V.. , +� ' � • •, - ' - - i' +. • + y - �1 r \ r ar r j 23 MONROE ST. , N l /K AHEAD, C-9A 500 FT 09 , a ' NO SCALE 500 FT' - :. c-3s .. . - PREPARE y TOP 500 FT -' d . • _ ,r - _ ♦ ` . - ` 4 - . � � S 1{u{1r'� . ' S i 'n .,� .. r 1 . • +t'T e Y R _ SEE NO' TES & 8 a .-= = eb� _ k - -30 � CCIDSED� ' �. h Z 4..1 -• - 0e ` R�Zy . `_ Pl .� ,• r •'� � _ , r1 + , 'i n J = + , .5 � -, • . y�V e, vc~- - `�" 1�I ' - - IY u i• .Y l ` i y w M 4i n r `l] 1 { C� �f C•38 `' • - '' y t f' r Y -• � 500 �, . • i x PREPARE y � , Smp STOP .. 500 FT NOTES: 1-ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES z ' (M.U:T.C.D.) 2003 AND THE 2003 M.U.T.C.D. CALIFORNIA SUPPLEMENT. .: 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC' CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY - - T AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. " .: ..' - 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN ` ` -s, ., V SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. "' 4."CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE'WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND c •: �� Dire s� �uttn 500 FT /�K - , 55 - f }ij Ptq Nam ' y THE NEAREST TRAFFIC LANE.,AHEAD -Serena. ; e % ij W ,i -, 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. "'.' �'. _ Y . - - \�. Install Water Line for Piazza ;. y " THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOUR ONLY. AT END OF DAY, THE TRENCH SHALL FILLED INAR PLATED, THE ROAD '^ - , '' ` Primecadre�a TreflkContrdContracror Forecast Homes Tops N Barricades, Inc - CLEARED OF DEBRIS AND REOPENED TO TRAFFIC: _ - n� �1. FLAGGERS SHALL WEAR ORANGE OR LIME GARMENTS (VESTS, SHIRTS, ETC.) AND BE EQUIPPED WITH A STOP 8 SLOW PADDLE.' THEY SHALL BE r Q �^a B'' � on 'd ABLE TO SEE EACH OTHER OR HAVE 2-WAY RADIO COMMUNICATION. THE "FLAGGER AHEAD & PREPARE TO STOP" SHALL BE REMOVED OR ' ° (800)852-TOPS : Ron, Fifieid CALTRANS T-13 ' t COVERED WHEN NO FLAGGERS ARE PRESENT. . r a1tber °� - Pend NumW �3 of 3 4/25/05 To Be Issued on Approval r 8. THE DELINEATORS OR CONES SHALL BE MOVE TO THE OTHER SIDE OF MONROE TO COMPLETE THE CROSSING , _ -.. .. .. i,. .. - .. _. . - . - w A f '• •_ rA *• 4 '. + ' e , C 4': .. .. t y". _ . .r 5 , d` ` -i -.. ,._s • ,. • � +• -. .r... .. _._. .. a .. -. .. _. a .s ..,.. a -. i. ZtF.. - . .. "� .. wt"'..+-. _ .• X �_ � : -