Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
7067
ON n, ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION Finance Revenue Code E-1 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:March 26, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Verizon Upgrade #23 / Calle Madrid & Ave. Carranza / WO0543- 7PAOBT-H4018 PURPOSE OF CONSTRUCTION:. Install PVC piping and various sized hand holes for fiber optics DESCRIPTION OF CONSTRUCTION: See attached maps and plans DIMENSION OFINSTALLATION OR REMOVAL: See attached maps and plans APPROXIMATE TIME WHEN WORK WILL BEGIN:April 1, 2007TIME OF COMPLETION:December 31, 2007 ESTIMATED CONSTRUCTION COST: $156,000 (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 regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. X/�/ Signature of Applicant o Agent Verizon - Darywl Bowden 870 Mountain Ave Upland CA 91786 (909) 608-1358 Name of Applicant.(please print) Business Address Telephone No. TBA Name of Contractor and Job Foreman Business Add Telephone No. Contractor's License No. D 2g tioo� City Business License No. . TBA TBA MaR Applicant's Insurance Com FEES: Subdivisidn.Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $4,680.00 $100.00 $O S0 780.00 Policy Number Public improvements: 3%.of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7067 DATE APPROVED: 0.44 Z?, "p-7 EXPIRATION DATE: 00,+A 2Q� 200� BY: . Administrative Authority WMI4! : �In�(, n Ib ��'! �'C9r� ` P ��,, >� �" � � RM�. tv; `i set so OAr oL Na P-rIF, -- „r,19¢,e tr ri/ev r, r ra7.rr g.gQ r91 - 6 •So 1 1. r' a r9r.10 V 9 /91• 11 rR. A. 01OLOI5 020- 050 020- 062 O20-d 6 020-089 020 -1/6 POR. N-,/2 SEC. /,3 r 65 R.6E. /4 /3 e°n _. CALLE ST qyv EG L Nd CHILLON ° �D s- °� 24 (DV' rRA aro-oe9 '+ / S. .s. *yrp� !3 1 ° be s. \J ° oto r •g a P4 © V. " 25 O �— ®g ^ 25 O r8A p P5 O ®g +n A 22 0 85 220 Q a rRA 020 - ore 220. O s � 21 ® ©4 g 4 A� 7RA M • 000 .. m 20 0 7a4 oro - 060 ®5 rRA oro. o►r ZO ® G18J AC • 5 . N PO ® 05 /9 - o.Psae /93 .19 �, O ®r �e aL rRA WO -Orr ' at /s Q g oro• rrr a rRA ora.ors 15 p oro•ris R 'O6P gO ' -��- 8e 70 raw oso.oes /.i ®�®/PI �ln iu b ao ° 4e $� CALLE �• �r MAPR/0 amo* ,g Ir DATA PM 8r-191! 1 MIM CAR Ar VALE LA OU/NTA Wir NO. 23 4 MOW44-43 3AN 0 7 2009 ASSESSOR'S MAP RK.774 PB.19 R/VERS/DF'COI/NrY, CALIF. zK .rbLY. /96r . 774--20 25 - 6/ A /00f OAff OLO em. wrM NO. 5/05 8.18 A rl.d9 10 a l0, a/ dOl•Jd 0 7d OLOAkliffirw l ,+s- C •vi -.er 71418 Rol.e rd re e rr rm.ar F. re -d2 140 O/rr r0l-rr r0.a/ r01. 2r Jl. aJ a7ev fr, if 20 s r, 0 - ll/d FA 20f-BQ 9O U,l� !9 J IW I. 7n r. R. A. o fo o/a POR. N,112 SEC. /3 r6 S. R. 6E. 020 - 050 020-069 020-°ps 020-08-0 020.096 CALtG' ear Sr. it, z0a sCN/LLON r- B e § 0r0 0e rRe °8raass L ®OPJAaf 8 2y© 23(2 • 070-0re rRA 0r0.0 Y ?2 ® d 22 Q ® 3 2/ ® 4 �/ ® 04 19 ® lG 6 h` /9 © 1 6 202 03 /g� �7 /8O / 7 rR4ago. Qe° .. /a.• T n /7 h1 B O Q 1 ti aIA °� w �lr MAORID �ad 1 l 23 24 ,S'ANTA CARMEL/iA ArVALE LA QU/ A 1#1 N0. 24 M9 9144olso .45 O // it O !J /J MIS MAP IS FOR ASS£SSWiFN7 PURPOS67 ONZY A ASSESSOR'S MAP Of, 774 P9, 20 -RIVERSIDE COUNTY, CALIF ✓U31C SEP O ,5 41LY 1967 — _--"•_•...ei .1.• `:.LSL+oWmL'1v d.:aw: k �S Q U- y 2 O An C3 N 0 Q ci R 1 YOdV3AY n mK I a I ' 78 r • r Cd3dIdC7H FPW ' sea a F $ $ a e• b w w q z w © G) © Q � a a w w i� � � I m •�► •a a I 79 N e w a w Z w w�"ti'� f o• by ' gym. m Q `\ 0 wa M �m OP977M VafV?AV e + N g a p© a w ti a a b n !t W78 µ• � w 73dIAWN 9:� os o� KYi • a ti• w '� ®la aS. Q ® ® ® ® $ d ro `I �•' _ I W781 0 05 05 ' e5 's a9 I oo loec a ~ a Q Q J V � _ v � a � O�dVVB�✓YJ oy9� YQ/IV3AD' � -�i4f" y r M I b RN I mll 0 a + zvlo Val#3Av + ° �O J W H N 0 S + A 047vyff7v ' VaIN3AV e m b O ff K! f Of 19 Oi 00 4P g4 o� � � •rriaaoru c 9Z Q � � ® i�+-o rri ta h s 10; • 0 M 0 ©o o o® o o N '1-No N °N q mo° ..� esa- o rat i or a of o cw sz O r ®'o. DA w 79 z. i tu � O 4 N QQ pd000p0 + ° ° � w O!/30rN k er ar rs sc or .s of 4sIft m p (: it 92� lu mw l N vwRr�1"0w a fa.S n 0 J o . Q + Z3XY/!P VOIN-VAV + e - �p 0 qp W Obil o'y �00000^0 Mon in WO M b ; f �c w g m q o N o W 0 N M-am W Tau N*'I 8 � as 7� os o0 oa ° . a • ° S . b \ 4 � . h 1 � g4 �. $�8, a o C i y R N 0 0 V4/H3A1Y u h M rav�oio J5wy- •s '+�' ayatl?O 030 YdIL ro+t m 0 M377YR • M 0 Vola3AV o -- +• r N u e M r 1p l b A 0 q p � �Q1t b• % t '' Z3N/AD'd' IOK e a ti gv ® ®v® ;® 0 a 8t! q) a0 V � �o LC4 w. ba h •�w : O o�g td.� h � t C 4ti zk os P5 70 as os RI o6 oa VQ/N3AV o + M O 0 ^ " 1'-- YZM+EIdIYJ � V0/N3RV _ 79 R e a/ rfer 0 w I ,n ~ " b m a w No93&60 V0/N3AV �` ZcCi N hO n w o . Q C V ►Y W V V fn Pa ea O p + 00 &VR7V q « o i�0/N3RV 0 �+ I b �A\ Q + �. °� hazo sso -om rdt hi aso rdi �" a rdt ro 1 � CS Q �a17 �1-am � ' of ;�a�on�vwn I �Pw w�a v3l� c { �amdosa i � �awaoa Jf Y=Ylr� i O ZZ ffit� City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7067 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 ''/z") 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 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, butin any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised. that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") 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 (906/6) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impactor 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.7067 Verizon Fiber Optic Upgrade #23 W.O.0543 — 7PFAOBT — H 4018 / Install PVC Piping for Fiber Optics/ Calle Madrid & Avenida Carranza 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. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 3. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the. improvement prior to sign off of their encroachment permit." 4. The pennittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 5. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using high pressure wash or a method equivalent and at the discretion of the City Engineer. 6. Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion of the City Engineer. A finish product with a checkerboard appearance will not be accepted. 7. The pennittee shall maintain the existing pedestrian path of travel and must maintain ADA complaint pathways leading to areas for use of public transportation systems. 8. No stockpiling of any materials will be allowed within the City R/W without an approved permit explicitly stating the use for stockpiling andior storage. 9. The permittee shall provide a list of individuals that can provide immediate assistance to the public. The permittee is responsible for assisting the public which have inquires with regard to this project. The list shall be provided to the city and attached to this permit: This list of individuals with phone numbers shall be identified on the proposed door hangers which the permittee shall provide 481us prior to start of any work, which includes marking of the underground utilities. The individuals identified on this list shall be capable of responding on any work day and within 1 ]lour of any work day. 10. Door hangers shall be provided to all residents affected by the project. At a minimum, the door hanger shall provide the following information: a. Short description of the improvements. (Include Verizon as the applicant and permit number.) b. Schedule of the improvements Special Conditions Page I of 8 i PERMIT NO.7067 Verizon Fiber Optic Upgrade #23 W.O.0543 — 7PFAOBT — H 4018 / Install PVC Piping for Fiber Optics/ Calle Madrid & Avenida Carranza C. Suggested alternate routes of travel d. Phone numbers and individuals for questions and answers with the city being the last phone number, (760)-777-7075. 11. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 12. Verizon and TBD Contractor, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 13. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 14. 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 I 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 (le any 4 lane street) before 8:00 a.m. 15. 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. 16. Pursuant to Section 14.16.110 of the La Quinta. Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 17. 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: Special Conditions Page 2 of 8 PERMIT NO.7067 Verizon Fiber. Optic Upgrade #23 W.O.0543 — 7PFAOBT — H 4018 / Install PVC Piping for Fiber Optics/ Calle Madrid & Avenida Carranza A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 18. 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. 19. 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://muted.fhwa.dot.gov/HTM/2003r1 /part6/part6-toc.htm and http://www.dot.ca. og v/hq/traffops/signtech/mutcdsupp/pdf/CA-Chap6A-Cbap6F.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 3 of 8 PERMIT NO.7067 Verizon Fiber Optic Upgrade #23 W.O.0543 — 7PFAOBT — H 4018 / Install PVC Piping for Fiber Optics/ Calle Madrid & Avenida Carranza 20. 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. 21. 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. 22. 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. 23. 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. 24. This permit.is not valid until the pennittee 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 25. The pennittee 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. 26. 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. 27. 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. Special Conditions Page 4 of 8 PERMIT NO.7067 Verizon Fiber Optic Upgrade #23 W.O.0543 — 7PFAOBT — H 4018 / Install PVC Piping for Fiber Optics/ Calle Madrid & Avenida Catranza 28. 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. 29. 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. 30. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected public Primary Arterial roads or heavier traffic 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. 31. . 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 to.Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for .compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot'are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory Special Conditions Page 5 of 8 PERMIT NO.7067 Verizon Fiber Optic Upgrade #23 W.O.0543 — 7PFAOBT — H 4018 / Install PVC Piping for Fiber Optics/ Calle Madrid & Avenida Carranza completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. - All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 32. 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. 33. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 34. Access and egress to all local properties shall be maintained at all times. 35. 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 Special Conditions Page 6 of 8 PERMIT NO.7067 Verizon Fiber Optic Upgrade #23 W.O.0543 — 7PFAOBT — H 4018 / Install PVC Piping for Fiber Optics/ Calle Madrid & Avenida Carranza 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'/2" max medium finish course liftfor 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 1/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced .in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 36. 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. 37. 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. 38. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions Page 7 of 8 1, t -PERMIT NO.7067 Verizon Fiber Optic Upgrade #23 W.O.0543 — 7PFAOBT = H 4018 / Install PVC Piping for Fiber Optics/ Calle Madrid & Avenida Carranza 39. 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. 40. 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.. 0 Special Conditions Page 8 of 8 PON FTTP DISTRIBUTION ROUTE 4 AL H4018' . LA V i . TA CA . , Q •'�.}.#Y'# �s�.r#"� . ...:..r?' >:,- ,.�', _}. " ..c " � �,°' .n# , ?...SYx.,t. �i.. "X r yfY• fiy <�' r G.. y j �' ".� k r,�">' x �- x">.r; �' G14 x:-:-.. .c,xx:'.•.:'?x>. x;.,4'�`^J`"Jt �Qx. ;:i 'E .i'' r:" t,<: 4:fir' :'. t`a.:'.. :.;K•Y� ": �°�. ';�,' E . _ ._ � :'•' �� � ., 3y�. ikr''u' .d: ' . 'S >: � - :... .3 - �. � .S .. •',"���f'(�I1 z � �' }�>^>' .�YX� :,3� , � i -??"fir may, : N. A:. :; - >. � .. X��x:#x' a �: n x�S �a .. '>k, .N'l: , ^„ >�xY xy:x y,,#i• �� .#"'RY ��i°'» , F•. �F. ,�.� Y�pj �. y.�1ID'k� 3 >y � "�� �,V �wr.��Sy „� _ - .. �' ",' x�x+. .#. f Y :�.; 'r. "?' ':F��a � �� � x Y i�M, '•. �E. 'Y, ak� urYw $:6F= V.;�„S�� � � �Lrf$�'. ": xY „ !x .. . x ... k . ' ' �,: ... �' arm < x� �'" . �# ,iz 4;• +� ,i ?5 F, i , �r "..�' '� .. ,.., '�. :: r �� .: a- ,_'x'?x�.?;:,.. .. :fin � :.�- ✓ � �00� ,,tt o-� w'�,, ., . ttar:. �Z'?�...9' ��:'6i.,'.�: „ � ... •.� �g- , :'i ' tY ::,: own[ '``: [ ., .. -�nr "�'25Si-. �s �; s ,,: - �::, _ ,, ' k �,;, . - x � s " �.:.�r� �._ a' Y '' ?t•,�a' _ �- �5�, ",ik:. r �'.: a ? e^� i . + k..=. r ?' ...�5 .'.+ 1Y� �G.r .: Ca'�.' kwx .'�..✓ a r: . , ,v? - _ z c.u,..mu- NO ,�r.SaE'?+^4c �.. .+. - i., �s< s.., . ,',# := _Y:r•: - , $ ��� '. - x: ' �`"' �Csx'i � '3 �. a ,. x€ �V�V�O�R�K L�OKCATN f i # : - . a ..x r �r . »_ x «w .„� x�>x. , o s r��g:' `s,; ��:` _ ,� k � , �,� � •;; � ��',,� ;�;;; rx.. ��w��'��, ��'�, .'�� �''1 x :� r *"�%'. ,. k•,'t ' s.. � '��- � �A� `'� :-+ � � ��' ' s. 4 . T'� �u.., :ate` . s r �` �u �. TGM.879. E � ��� .. � ����'- ;�x r a: ny�.. � � .S#,.' :i"? .:,: ��..'.`�. gjg rq ,�fi pY�h .+ � r 'z:�Y,r T •"'i•'� - FIZZ .. f �., '' � �a ,�:>s� , � ; - � �': x*.,�'r. �' x�Q.,':'�s `• � ,�` :+ 4. � _ �.. '�^k' <i� �'a � `'S�kS •K �"� �y- .: �� „_.. .� •t: ,: i{x .� ,'�y -'� F .6�> � ��' h ,'iv :�: R -.iE. [�yA - :T >ir^�� . - .. r. Y�..�$ *F,. :*�''� - k:.x`'��# -::.:�•d. , � ,.. ��,� -'�x• '��t -.. ,i::r� . �.�[ � .:g'� t�... ���a: �tt, �i:�. �..n ���`,:�::.r� �., x%C�' . "��: �� �! � �.� ,+"':?' ,���..,.: - .#,,'S ,� �, - �.�,' '�� : iwxx _ ( k e [^3z a . � �.. Y,*;�,•_ ,�? ''� w � > -��'� ': reA,w;' .:d` 'X�S.�s, �, a a, - ',V�y - , � �rpe�{�ti'�r� _ ya�.. >�" n r. '!x` .. �. 11 `4�r�:.°,'�• �W,.,rj" T'�+''�' �. � '1ye g4;� Ei-� ' b�..,,� "l�" yam,.. i� �r,�: ' .- u,. ,�>:c . „'::.� . , Y„ '. . ,s_. .:.. � '. . i::. �?. �>: � :� 6 i : ':� �", ,j'si �.*" Y % '` - ak"y� £2 fi rj�� " �✓x' d��'""�SnH - *.:� � .x r. ::.. ' v A :. � � - _._ ` r� w:.. . ;r, '�''�• �.�r:' r�rW , .{' � � �� �:,:...w � �� d ' '�:: .. : s w»- « , • ,Y .D...xY .. cS .v,Y."' .. ._'. .- —sC A�- r's;Y:;' :':: • x... , ,:: x.. �'i ��� ��.' -`�+� * y":•"i:�. ,# : ._:. ,+ .->..i}'." k�v �ri:t �iv ,n5_'.' ,^'§ .,n+•.C>� .;s:'�'xJ'x4 g� 'Y • . - ��`..'��r : "� ����� .�' �- � �a ��u�'� '`��s tie^" Jai ,:ie9 _„x,� >n,+� ;, s'z �: = ;F .a R•;3-,.- #. v:; `�4 'i� .r,; , _ ; ,kx, :: , '� . .: -.'. �:� , .. e xa;.,, .. ..a ���� el'''FYi`� ..x(�'� �•�F�;z�'. Lau. i,"�„' �.4K", s+,� jp•J�/ry[]�'i,f��. k�v�"us' - .. ,. - - - �: � � '�� .:�����i4;,: ...::�: �'%'• .>::�: F Hx �'� : a: .'S,.��x :�� :Rr ;,E��'C w•.`�'7!: t�4��F5�' ' c., >�,. ,°�'3s, �-' e,'^,j+a� � � z,. ,r..�., .,a'�;&`'�M'r".> � - - • nu x�z' :r`!n' r.�r` _?i'?-=.�1 z'� .Ss �' '... y . .,��;� .r y+x � :lx; s'7., :,,,, � ...�E�,.} "''� � ,. .:'nz'�..��;.� x`;'. .�• �? :.;??'-=�;u�'x„. .x;+� is"' ?s� �.. +� r. ,... y,C: „_, :'" ::-i' ...x ., .# ..:. �, ;> " i' ,xini C.. .-a >3 , - ;'u. x:'.> ,"i:'a �Y,a-".�'.:`:•',_ x-c y�... "�>.. .. x„ #,..:::;,�' '.y' - :'• k. '...;^v",s . ' .,,es .: {x, .. �. � .t, �'��'•>. �x:_ ' `k'}si� � ..... � � •> .�:- . � i+ .y,r .�s s�; � . y;Y `:.,k . >� K ,t�".,c. [i' y- ,{;.' r-,'�'m:Y # �."`�' a m�. n.: .. ..$c .. „� ." �'4; .�:....: � � s:x��.'_! .,s ! #' :»r' . � t�//p� ,t ttyyt$��� `.>r; ''r� ,v u�" ,w ,qs•,; - . x ; -" ... x'�7x •, ;; fix.,,,.,.: �'' s"�.. ... r : vi� ,F v w 'r _ �: Y �i � :,k, :�.'. �.: ,• ur"+x.. `�'.'� 3< . »" i� �'R1+z'..ti Sw v "Si'r�. ..yam:' �•'�: - �,X x..'n`xry • `i a':a'�^ >;.. ''� � �,>:... �'' ' x ::,� ' � .z ;: � � „ ;A"> �kY?c •' i}x, . .. - - PRE, . ``?4� VERIZON n, krz".'° x:'nx •�., " - k< ., i*.. .Y .;ixs:. k - .r-.,,�.,4''r- . .5.i. xsx "" •��,"'' :r :. # „ ,:> .x�4>' ; r .y'';r','.:r-rss, i. ,x, :: l x kr., .> . g t. 2 t`s'; "�. v' .x .;q`� i�.7 x ,. s, •'>�?; -::tt •c x .r .:. s"'s•';.'c,,,: ,>k;• ..Sr•F '� #�s M1�''. .,M "k - ,....x# � x:,,. . z.• ::: .:., . �`x, .:'• . # ... ,Y ' „ � � ,�:,?�,- - , h. _ ."�-, , tt, '� . tin'i`,c - :' ..: .,�, ,!' 'x. `x#•x x #' �z x F5' .Y -�:. Y. '�`r• k 5,: ::�: �:' `� ',a.•:.:, �'C' .a �� '�k + 3. � '� ,: . � - 9 =, r � ..�.s5: F xn.3' ?. R''-; - .... ,x,_: � � x, �' x �: � ' >� �, u's ,. � ✓ x �. � ,.. z >;F.rJ:,»w#,� .:.-.!s„!. :::;� '�5 <.;�-,� � .� "k;. :'�, r x:,...� ems;. ': x� �v _ .5,... x�:' _: •"+�"53r _,g...5 � -_ 'x . " : �,.. �.# � . � Yrr - :.tier" , . - � _ '<` i'�`.";r.,',�s�" „ it ` �` s:,c , . ,x ;: s .+ r's•:� .. x;3 �x'>6�.'�'� f, x5: it # x � .,._�. +C u r ..� w .`:`,x i' : #'3� a:: �r� - � z .y ��'.. x` �# :� i•.'• F ' �' Eu, zs�i'%� -;'v A "�^r' • : - : •."' > Y # >, a �: _* 'S 9 i$-' -:; <'%` us- ,.. ...:"J ,�'S ii=sC52.$a."�ic•'Y." ', 4: 3�� .#�;'s.'.is: x.#, ._.>',-xs`x"vni^ i °#J01r c,a`� x, X'.s..�.k, - �` •m ;� v6 `�s,S VERIZON LEGEND BURIED PLANT OBORE PIT QFIBER CALLOUT REFERENCE HH/MH CALLOUT REFERENCE ` • J SUBDUCT CALLOUT REFERENCE ruJ TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FUN) ❑ NEW HANDHOLE 10 NEW MANHOLE pSLACK I STORAGE LOOP III GROUND ROD 2Sollm 0 CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE —f DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —FIL— FENCE LINE ---- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —ORN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE i—I--�} RAILROAD TRACKS --- CENTER LINE n�N�Wd puODDn Atr 9�l OewnFeFnl CeAu Fqull�u D Dlp AIM N1wpA00p1 NF'mpur b M IvaG tNFNN N 'F�NnN to paemb- MD a w116 Far 1FDr Dlp NFrr LD. Nvebr oVl Q u CALIFORNIA DIYIpNNO TNONIAD DDD)pF Pg.#:879 Grid#£3 CT OP CONTROL NO. LA QUINTA pmlS W-M p1CN1 LA QUINTA OS43 F-110 BYE rn JIM BISHOP 7PRAOBT any O8/23105 D=Z eDM 7FFAOAF rn JIM BISHOP SCALE — 0&23106 N.T.S. rrtm FDN Nambar CDUNTY Of RIVERSIDE H4018 ENCROACMIDIM PSAMIT FTTP FIBER DIST. ROWS 1— 2 OF 4 VERIZON 'LEGEND BURIED PLANT OBORE PIT FIBER CALLOUT REFERENCE QALL NOINE APFLY LUURSS CRORER our f- "Of 7ELE NOAMCOOANFEn NAS DWOLYA,7 - TO COAISCnIFLOGTSAND AINOWALL MITTND ElHMIMM CALLOUT REFERENCE POMMMIES ANO 0nMRSLDSTRUC7URR IN TNP VICN7r OF"Iff RUM RUT THIS COOANYDON NOT e-YwCOI- L-!J oOARANT®TNEWARONOOTPMSLWYI X7UAi FAB/DNOPTiMCOOAwr TONXINALL lApl Sly $UBDUCT CALLOUT REFERENCE fUSdTRUCTfIAm ON nmO CSUMC►LOCA70N WILL AwrAVA MAM POTA CLAP POI AITM WORRIRD A,,.rd1UPAC! YAA'AJI 8 rTmeaNTRACTOR SHALL QR RRP�LEFDRALL OAALAOR 70 mw7nuenom IwMITMN sm" OR IRRRTS10WwWC8 vALNMS NOT. TERMINAL CALLOUT REFERENCE AL NCNX&NALCOWa TV 7MR" R mTr WT &rAR'DIM raSAlr Uq=730 natLe NCO= �NNRNINO TAPE frmOwawDSTCe AND SUFPMEAmHTS T7EI8TO(IFWA.&AOC OREENRCM AND 70 naMSTANaARD PLAWAID SECOWATIOws OP FIBER DISTRIBUTION HUB (FDH) ' /mNWTrrITNRDDDICIOROPPUIRIM110RRa ler, i7 PBQDAWVWVNBTOnOOrY ONCOfNwYMMEMWOOIrarRuerRWawumwIINALLHm NADDATTrm DM=rromoF E`N` O'7Drr SNDIUSBsaR TIM CITY an COMrrrCOAMTRUCTONpSPECTOL 1 PM07E'CrM VPSULmUCr ❑ NEW HANDHOLE AUAmD weDNrRLWYON(ANDAM OROWMArrwrrEM"V=)STLNLOVA7UMTO C"TANDDouwnzwmwAND SO &IBMW OSDAIMCea E0 NEW MANHOLE CONSTRUCTONNONE MARTEAM NwN N=VV IS S1DLWCr 7DA ADIAZIR OFJVDMOrClRX TWXXArA 60 SLACK I STORAGE LOOP rrmumv WO,OTNRAINNmmmu nimmomAMAND40o PS. uAO@SALL U7A Ow ALERAIAAIm MA08 pH OrT COWTwAL7= 70TRENCH AAMWALK. AaACwIILTo BIJEW B OVr7EtND ER ?ANAAPDS III GROUND ROD FOLLONpO SWAIImGNrCO OV971M OPPRUD CDNdTROCnOK nMCONTRACTOR AUNrREMOYRALL UIIA mom 25obm OO ALERT NAIVE NAM ON CITYS7RERTA CIAIZA QUrrEUAID 5121E71ALKIL MACOALEUITSRC7Au7EMAL ' RE970AUCOAZXUMAMPASPMLT O CABLE IN CONDUIT TORACILNrATEACCRDTUDVF DL lfONSOPWOwg7TMCONTRAcnwMU$rAPPLYMWA _ TM4WA"MVPAMWWAE]M7PEOw7 CrrYAMOOMY•SPE=WNDSO!097YR7WENr AERIAL TRAMCCON"WLPUMMYLWPNIM MMOSRwnr=FMMVJEW DAAFwovm Srrrm C7n�CauFrs TYPICAL 1�• iFi�N�N FRTCS CONSTRNIMM TRACON YINX MAN PwlPIRArwN GulDnMM NO 7NO owraaaNnee OrrEVEe71DNS ANNALL BE eLOSR. - POLE ANCHOR L COMTACr TELAPPIMOID COMPANY ONRECTDR AB ORKM p ADVANCE OF COAMTwK7wN. ' ' ® POLE i• NOTP►ALL Mums, OTHER euesyntac aw'ME" AND HOB AERYIQEALF11T(Id624RI03) TM WOMOMA 47V FOON 70 COAMTELC7MK •••s•� DOWN GUY ` .a NOTPraouLAmmANDroLN�aD.urTRIEAns Ae xoQAs pAwANm TO oov7NNR.7wAL _ ALL,, a No7Pr OI —AT I -( RISER DETAIL ' _NwMUDHADVAM WOPCONSrRUCFMK wmA Ii CYIIIYmN ARYY mreT T 611 •a OW OP TXV CONTRACTOR DIVISNINGLM LAMW NMAEORS.& CAL LOIMP�DDO�AMUrrnm ,�L�s ��ovr GENERAL T. COARwAe7mT PA ffTDSDON"WJMWTEArALL rya ^rease PROPERTY ADDRESS a 7RAFMMCON720L TOBUNIDrrAU "aTREV/AaARRArt %q IUA70MASSFECRMON77m /[AM e O SPLICE roBDr. - _ . PROPOSED RUNNING LINE aE a CON97MWWONANV MATERIAL U7E312 0 TO OOwiYN NTM YEROM TELEPHONE OObANrAPECOMATIQNi �erAww°rrotr B FDH BOUNDARY cAda� Id, mIV CONTRACTUATOuurMANINONwuORTOAN►RCAVATrpLPwRlAm AmASuoromna Dew7S ATYS i —CF- CURB FACE PRraRANONMPROraEertewtownmaNOwAN,NOnnTwERNDAmOMPeeroa EaoQ®MOSNNALLER � Y USemree®rmtoOlNNM J COMM?=70DEFEA MM71WVZ "MWULCV"L11CrWM GELSORDERm �T ON OAOIOD)Ipm' NmonrauWP —FOP— EDGE PAVEMENT ♦f MAMOw1EA11DOEPCLLSO MTDee PAAC MZMMCVI=UrP AC'LMMWr Qw SA8 LINE —F/L— FENCE LINE fi PIEWASIAIAwwLRSANDORPIULRDMSTDRSSSr ONAAE7==OPMX(6)ONC/®OPCOARWROCNOR . �S reyY -__- RIGHT OF WAY AWM&4=Q!PCZP60S.EAAAADOS►S1f.EA WML N�nss CaoANrm fi MwAFULL DOME AD RACKED 7OYERQONSEC07GTrrON IMUESSOnh7wIRR SNOwNON GUARDRAIL DerAILAOD OSI 40d ANAN D ON A7}.mDO/0Gt 1rOVI0 pAwAN UfwRr/aw Snm MP8 -COM-COMMUNICATIONS PROFILE 11L COAMETER WALL 719CWM SANDMAMMWMMOrLEMMMMRAOSm CEBAW)7OMMOM Nw1eMLOG/wNSPwOVOm} Rues -DRN- STORM DRAIN LINE IS nUAMUBIDW 70DEPueEDDrw3.MYVJ WRntWOUCr ENM4XCECAPMOw CPPOWMMrALL elm' ..m. w`�uS O� ANmP� AEONArBp PLACB /nMIRAweNR NV7. �® -GAS- GAS LINE UR PMW#t DucrSHTRAM z aoarwr FND GROUNDING DETAIL —PWR— POWER LINE fa avraem®WIQTJ/AR,as®Too+ro,eamlPalptwNAwAWR wTm eamDrSruLa Se TYwcu NAAmxaE PLACEA1117 eDNrOPER wrmPlRapwvNa NTTMLATERALpINAINVALK —SAN— SANITARY SEWER LINE 17. ALL OU7rElAOLOR SA®GALITD/YYeA AA>ERIOW>V'COYER mOWOVRER ORAOAKp ROW CAALL CORM —WTR— WATER LINE LOmNORRESrEeavem onmewrs. fa pnoAaWArIarA AAUPWpq®wAa+AADAA+SNASAwremNPuma ANAROYHOIrAL TYPICAL RISER Ot7AIA RAILROAD TRACKS EANrmrrys7 pm®m7rMAmmlNpewERAlaoWTrMPWaroRm OUr7ER ORAoOOtOOWLa10: --- CENTER LINE fa SNNONICOAOSIINISOR IO®CASLe CAweON1OOw COYEr LJAAYCONT TDAYwOARa ATM ar7RVANSANONO TTIERVNwNDwrANroTTLRPDprwrmm eoFEROwas SwerANNAurNmN FwOPnSeo wnaAQs rDLNCr w.Fe...,,. N IS AMILAIAALL ONIL7S/OOUANNIYOMQ IMA@SL rbAef,-NORrarer,A�-NaR aj-OUCTa AND ryawm vAwR) e.euee axfelYnor o»oe....e.m Pj-PORA'OUC� PROPOSERNAADMOLE - Cow re •nea�eawnla.mevnm fI- Pt'JarpO vwrJNTOUCTIAE comamm OUROHO TrM COAWINX"VIf ANOC6116 11IR►NUDTAE fEI.CO Oir FTDERWILL �� Nuir011wrx I' �pmm�ma.uv. Service FED OCe7N1Yr DIOT p" NuwWAL otAm __ro� eou.n a mnwDCDNMD►trat ALnvOMNIrAMrAwAmHr/RAM4 LOWR ONSPuq mNvmrPmv /Jflj� 37&M cox Ale Underground SerWee Ala eLAARANOSNaOAre»m erunui7uWmaW PRopR eNTNAArmrN7o rA/OWNL� O AmwAOERWeleANuuee O/SO[(N)OO®s1NLL ASMp/AODAAOYQ AtE30R aW 11201QAO)RS7OO I /v't S/SN7RUCnOO NmNmNAzcSNm.Rreasrrra) RDwn► iK ILL fAp1®irNMOT,fOASOTCASm IWn/CLASNIDCPNCRSTEPEAONIAE1COCa �fOO�a01 COMmU?SE7wERM FEW wvERw eoFFER m CONTRACroRDY[!O►WALL 1OIrYL 11DONIrALL fOI'JD OIO(ICTSTRIORIRAlAOUSA�)L s.. QYIA�Yfe }DISRIIdO1DT7M KSAROrI00I. s _ T m AECOIS OU►WALL7O IULLAMA/URFf7ERrSpAR'rpMIaIACFNr TOp/EtffSrANN/lp8 R$R Aw.v 17. PNACB{710L/7w0►TLa®IUIL RpPHpOUCI�CAfFD .� ', O ' .' La AIRHp1�wALLTrma®AarSrme/NOwSNYSS� eg .,•..:»'._.... Ca:u •1.8Da227.2600 ,'.p. m Y/SowaIDRr7oSOLo1MOS/OR®ORDGNUIa WTm11AA1DW1/J�/EONOSA7,OSSOIS/ A07DWALN 7 .Y 3 B =;> V; -•`--1., aeLL ArroTWaMS arewNDNa ;,e''i::: tl/!IP PLAN TYPICAL FOR USING m TrAiN®LSNNMPl'RnnIDtA�IrCWOAmaunR,ere BUSTING CONDUIT :ewrt� :rr rfrr alAtlourR--� .oei.nr.aoa Sf. SaIm OROPON TmKNOVA SYR® CASLe, SL Wxoi,7 NArAeRmuDIDNOG7OAW roes A�eNa.ponWA r a.°wICCAra1 anEe�®Ar rRaoRmrEs7OR, eawTAAenW sO AAeiDna wueeFrrSAPrRasaNrm W . eaoaerm a GweMJAw,_QAIMML ao __:AND NALPERNCOI.� � �OYm z A iL PIIN@DCIeIeM PY®pOpETiNENpc AAKOAACwwL NOLAWEV211A4a A�UYO' A21OW BORB PIT8 NANDI/OLE PLACBfENT DETAIL AND frwwve nauwe. TRaHeN �.^�• • m Se me f/A1ALf/o/IIWA} rmm iM6J M �DOIEC7 MC°Om TDCY{BDEWEYY PL&=Mff COTIACT CONdTRI/CITON NOTE OR TOAOEMC►STANOAINO CaoAC1wN twrlRmr NRaawnuA �r�o>aPT®w nIIDIAO PfO1NmmAR/OA OWRIRUCIOL rE{ATwRruAO _ Na>pm+Y naavaNma WILLYAR► sYPIA MEET rY . aMIRYAIroY1TAroYCNAWYNO®A m omaanYmuAmauPDA7 Waa/SANDNACm fo lrMM/OACrwNOFMOIPR7YOWNEf OR toNawru. Aai NOGO®IDIAe°Nmro mrO�AOlIYY1aNIY pOTLo-Ary sae One OOYF�TALaOOw:Y- �11e ., OIDCIrOND1®I "AINwO• m AVAVONOMTO CO1Oi01MIfOAremmcArlwal rrMcrrroru Avp►w. s°YrrmoraaesrsumnI"cee m m owwrONranarp urOmamNrarAOAwaaasvr. veAUON aRea aTaTa ereeno<rsreaTsreNmWer. CALIFORNIA n. cOI/rRAG7aW ImLR<$TOIDAMFOAMA®OrO/7MAWlAe aAL/1ERATEf S7AwORI PwYE�//TNA�1a OR .1.131on. Pg-#: 879 Grid#:E3 RDam ro TrMAArWPwermw ar TTM �� areaaFvrmINDrAe�rraNIANt RumA LL nwRLAanMOWvrNnerarSRawnnaMOPnrOrwm�merwNs+eeaWwoAAAmIAAAwaIIu PROFILE ALAAowwArER�AND awANroTrmrnmNellwrnoaWArAs mva�®Ar nmerAr$rnwr� ar �Rv�� �� it Or LA QUINTA CONTROL No. •"^••AUTMdtT: rrMCosrm Holm O7TJIA>m O7rm em7wlm r.Learo MOPCI® /AIIOMOe MIIfl GflMTAW LA QUINTA eRCM 0543 m DANTRICTORIIYNL AA7lAfr NNnn019Ii7Ne }f!@1HM NRO•WT COONUrAOT AAOARe /YC!'i NAWAONDTOSSnwvMim Av vor¢Dut rAmNm. aUl AO ieLoaD en Dn FJIM BISHOP 7PPA06T Am ALLPOROMr@UrONNUwAA rooSamO W Ai'Rr GOUNDRODAOTAD OAOmD A/AR. aawNmna � g ANILIDeNLLi TYPICAL VACUUMLOMIE08TALL OPTA/L FOR I/AlNO aNe 0713T106 ° •••^_• 7FFAOAF PJOSTINO COMMIT en JIM BISHOP SCALE Onn D713.1106 N.T.S. Tri- FDN Number COUNT" OF RIVERSIDE H4018 ENCROACNMENTPERMIT F7TF FIRER DIST. IIOVTE pWMT 3 OF 4 VERIZON LEGEND BURIED PLANT 0 BORE PIT ALL NOTED APPLY LOOMS CROD®OUY FIBER CALLOUT REFERENCE Q 1. 77W=9" =40"VOLWVJ MUNnrArfnvTVCMMC YLoumumouowAmafao wim mumB^Y°rTHNNOM°gffnUVCOBWAK-°°EMMOr POMOMANP°""°LA^NIAC^°®dYNE 24.5"WIDTH OWRAMTEE TMO MAMAMOTTERSIMMAC/IAD'd FALIMEOFIMCOOMT►TDWWWALL El NXIMHCALLOUT REFERENCE MMTRIfC7V�Ol TMMCOMECrLOCATIONWMLNOYMARASMFORACLA/MPMMTRAMDMrAIMf "MCONTRACTOR SHLLLMRMTDNSMLBFMALLSAMAOM7DMlM7 wydzngxammMOA CALLOUT REFERENCE XOT 8SUBDUCT ALL MOMYEHAIL COIVO/M170 TIM LA7MYmflION or TTMElIImARD DFlCOPCA7TOINS FOR PIMLLO MODMS AND SUPPL�NTD AERdTV CARMUAOC, IRIEZI I&V AID7TO 7TEOTAF LABO PAATMANDSPE=97CAYYDM VP TERMINAL CALLOUT REFERENCE FLB wrm 77m ODM OFRMLLC mmm OMWNBWMONSTDTNBIN►Y OR COUM IEUVfEMED CONDTWUCRONDRARdD SMALL MMAMAr Y7maticANU II or FIBER DISTRIBUTION HUB (FDH) T7m CITY OR COIdrr CONSTRIAMON UNIPEC70R. ❑ NEW XANDXOLE ALL NswaoN7NuerTalfAADAeaveaawiomAFrvar7RLUMWJaauucoLmownTD anwlmeouNnsDLVNOAAV - MLBavwaN aumDFAArrra M NEW MANHOLE COMMTRI/C'IIa1 N AMARFEMUNNdwAYSMSULMCT7VAM4SMR4OFAVO4DOr OPENTREWMATA Tomwlm weNNNDwmRB7w7mweooArwNesaoFKUNleswuuRAOAowLENrAUIDIsrAmawarr eo• SLACK I STORAGE LOOP /� Cow DD7f� AND dmewAt/[ 42" HEIGHT ❑ FpMdO LOERLIVRYJNY COOLN7MII OPP®D GONaTARTNS 7IOM. COMTRACTCRMWTAZ UMALL USA . I �� GROUND ROD DFO ALANI'MARM MMM ON CR7'STRRi14 C90100. OUrrl!MAND MDQRANO. 25ollm 70 FACO/rA7DACCZM TO SrTrJlm® LOCATIONS OP WORK, TNB CONTRACTOR MUSrAFFLYPMA 7nDDRARrNo rARtoMLFvuvrFRDr rTEcrrrwxurR woamNrPvetle aawRrMar. 0CABLE IN CONDUIT TRAFFIC CONTROL PLANE SHALL DEPOPAQ AND SLQUUr=ION RBYEMANDAPPROVED BY THECITYROfIAH•D - AERIAL CaMTRI/CfipI IRAFFICE CONTROL PLAN PKEMAIfATTON GIROElM®. AO**D COAMEC&MVE BrTOo£erTOlYi SMALL MECLOMa L: COMACT 713A3FI DIIm COOAN►INWECTVR AS NOUN AN ADVANCE OF COMMTR(N.77BK —Q POLE ANCHOR A NOTIPrALLUMITIEll, O7M7fM@DTRIACNIDi USFRD. A181(AmEIOONOfAItD SFJIHCSALERTf1-0OO.tP�gAJ ® POLE TMPORMIXILORAYSPRIOR70 COAMTRVL7JOLL A NVrOrLOr" DMA,drOUCBeP.RFAMWFBKMDURBdADVANCUTO C011N,RUL710M. 20".DEPTH ' — "0— DOWN GUY - IL MO7TIr a AT —NOUMdADYANCB OF OMMT1M27roLL 75 LBSR RISER DETAIL a CONTRACTDR TD CRrAMA STATROMWON VPOmIMTRL4L4 "FU"EMA VATT PN ff.. ( W W" OP THE CALOOMDA LABOR COMIMIT®A4•a LOCAL OOIIISTRIICTTOMP'8100/S 00MOTMEBT 7MD AELUaTELmM7. GENERAL 7EKMA2R= Y. CVIIrJEACMTRAMCECON MOUNT • � esea PROPERTY ADDRESS a 7RAPRCe CONTROL rVMMAdrAO®BrS/ROVOL�MRRCADB.FY7TMgDTC AS SFEC!/MD OM 7NB ' OLTUMEM DffAUMDEYVYWMD6 PEDESTAL SPLICE © A CBMS7RVCRdF.um MATERuafMED M 7000MOONE RIM VEJRON TELEPNORE CmANYAgM C4,RMR _ ��/��� ��� PROPOSED RUNNING LINE ID, CONTRAe7ONYDurOUr MANIMLM PRIOR 7D ANrLRUVATION, DavAeDLmJSwmmVTR DEVIATE FM _I FDH BOUNDARY fEPTOR ITOYTEFTEOBI dECfTON LFIIIOfIM eMM1D. MOfA7'TQL3WdMUMPE'C7DR. RAdAEmiumamALLau CONMLT80 mOEromMEVT7m OEvuT7oN wuL CwvuR M7m CMLeaRDE1TlL< y 8MA —CF— CURB FACE �12"OPEN/NG 11 M WWWAIaWRPLUABDMV TOM 7ACEDQk7�CMmm►/LLCEMff R�RBAM SOf /��/ "•WIDTH � /N PAW _ SOP— EDGE OF PAVEMENT 1a PRECAWMANNOLM AND OR PIRL BQffi TOMMY DNA MddTU OFAE(Ei Mom OF CMRNEROCKOR .24.0 —FIL— FENCE LINE CARP BRAE, 0M•6726OD,TEIAND OSPBHQOPBTOC& ---- RIGHT OF WAY Ia MANAIDLMAND PINLBOXES TOMRACf®TO DerAtaa oSP B��BaWSM AMaBvwf.T110090a GUARDRAIL fa COO{EnINwALL YMMMUMAND MANTNLEMCRLEN"ns(MUM 70 ClLOJO) TVMSMMLM —COM— COMMUNICATIONS LINE ID RRAMO d MORE 70 REPLACED OLMEanYBELOIPFunmwIM/C►ENTRANCED, AND ON OPPOSITE MALL —ORN— STORM DRAIN LINE mmurFLRDMDUCrA NTRANCIL ' —GAS— GAS LINE fa JOVMfO>O MMO/AIMJOD®TOO/)mf ee�/OLtq OIRMAN!!OI®MRM COKDOer1/N1a Mi —PWR— POWER LINE L71@MFD MIrNP70L MMOMS. " 17. AU WIMM SSAFENf BOG®CADLB7D/YYSAMO0111/M oraO'COY[11 aELOMOUIfO1 oNM I"ROT► taM rmmD siEmnfD oTrmerMe. �^ —SAN— SANITARY SEWER LINE —N?R— WATER LINE fa dDOAETI►87RAMMINTO BNDim dUSBOAORAMNAS MOILI�PLACta; ANADD/TIINNAL 42".HEIGHT + RAILROAD TRACKS oaNl>dRpe7av®so nm�uLrcovEMmow7FMRveu�DunER aum oM Row Lam. Ia ENENCOAOUfrALMOR BIDDEDCYLl CAELBODIOUIND COVYa(_)AwACdr 70 ALAM/OLEA ATir --- CENTERLINE DEEnvwLBALOMo7EEMeNANLrwrANror7E+FmrrwlMmcorER v»�FB EDwsrARruurToeRN AYERAOB. I,,,F•,..,,.x•n•. m aDLDAuauersTDNwMnrareoc AUAmDntDM/y-PwrDucr,E�-PErepeuerLL.ud P{'PORA-DIKT: W c•enr•wL.f..I.�we nl..ri In..nec.nm r. vaMErDa vAeArraDDrABaMEnaumMamDTlMearsrwerwwPMOL?SR 7TMVMWYM LIANOIr� x,.Nw.mwl,•.Na n.n... �.e,ur m e.oT.e.-.,ID w..aa. a MOETMO COMEDY MLL AVOIDED IV'AMFANBQMr(NAMR LOWER, OR OLAV) TO PEMM/YPWWM F.. s•�x de u.n Lw M,mw. am Underground Service Ab fiBARAI1CB FAWN OVER MMJYINIR IOTM OMPROMM7 ENTRANCE DVD RAMNOLO, m 2O" DEPTH AMImMN7CIRAR.M(Norm,EJeNaNAUEELUMr,DN.aMarABaaIROMRSMewIm®srda . Bo" . MM/fRK71W (EDwe".EEDPMMT'BD=aTm, 75 LBSM DL ALL MAIN LIE TTNN WTOABEMCABED NEW CLAMR) �PEM OOPRACTICS 01210041W,601 m CONTRACTOR rD vElm.w.LL m MILL .DOOR MALL rD OMDtCII/H CR��ASUMIMaMlS LEAeORE>mNle 7DMMerama TD nM NSAMErFOOi. STEEL m I�NaAerwuc7owALLmruo�MLmdE¢rrawAOLA�NrsoarrBmrMAAOLus PEDESTAL MOUNT PAD FOR FDH 144, 216,288 & 432 CAB/NETS 9 AS /YCQ{TOl►TFDCA3IJIO!OPSYOIEd 2161288 FDH &VALMW m LmIOMINI WALL TNImrAeaALSL umorkuM� cmI : Taoo-z2T-2Boo m LMNaaNStUDRr tb MLONrR aN meoEDaNro 4lEFa M7ERBA"M(HESC PROYIDSw TTREld OiM PAL A r BOM LIME O F CA LOCO TRENCHING 81" W E17H s 7Tm®LawMPvmr7m naimmT elAswM offrTLM, ere - H. BORE DROP=IFIVI C/FOREM® CARD LVWKlr) MA►WRUKASLOMMM TOM /►MOSCOW rOq CONTRACTORMLNCIDmt SPL=P BArl19OVfAPoM DOLoaeH+a ' •a cALBeMJMr._LADEGOLt ;AMLBaRarPDDre� 48-HEIGHT . a 9INMODCAMBMPLACED- 7ImoCLHM LYINODL MLLMMlWML6 ALMfL1OPTLRAOI IAE 1TALIOYe 1TMCALRt TRlNC7/YODVL m M YYPE IEDbIPo(YfA} x YElLm111DMPR70MroCOiEY1DOld7e CASLe LR/VQIALm PLAC®Na COMALT Q _ stIAOBMePOEM tD srADTrNR rolwrt.AL77aN 7LSAAaMM�� m LOQt/QR►ANDLAMDSCAIDO MLLMQRA®rOrM MTfi1'AC1701NO//RdL7TYOIMOEQ mn m, OOYLOrRA1NYALAMMr.T. 20" DEP7H ALA77MYLgM7O COMSODM 1D Ot;l/RA1TOLIOF TM C/7fOFY ETdrA. KIIIZON A11flq 8— CALIFORNIA n rnRrRAerDM MLL MES/GLEAN►SAMA®ON mMrAMMe mn"�T®s7Rnvrq r�v®NrMuemiq ar . m n1oN1 TN Pg.#: 87979 Erid#:E3 AIMED rAYE>MRYRADRERaPMMrAERwC6IIJIYSHALLMDOM TD INBM/MIAC1fOl0F1M eolDNTraNLaLrLx. weDmwurroR � 115 LBB• Cm OF coNTRAL No. m I7MLLMIMCON/RACIOA'1 AfIDLWMOIIYmPNmY�TWRC CMrTRDLYMOwTtlARa OMALL MAA'NTYTLrTaMIND OMIAIYO7ImTPIML/CDTOMr-0M►A►ws DOQL7!/DOrTTESYA/C COLDIrf Elf LDDAa Avrxdrerr. TMeoerM 7oMexummdTMem PDTea LA QUINTA .rTrEmmTlm PEDESTAL MOUNT a mM� 432 FDH LA QUINTA 0543 FIflLDEO eri art JIM BISHOP 7P FAOBT Aa ALLPmNaM/mflnarlaMEAim TOMOMEameD Ml/NA j'Mr®otaE DVDAIM/e IN[OfaM Dmm o �� E7nvos Enawxeo en 7FFAOAF ey, JIM 815HOP SCALE •l•� 07n1108 N.T.S. mLm FDH Number . COUNTY OF RIVERSIDE H4O18 ' ENCROACHMENT PERMIT FTTP FIBER DIST. RO TNMT 4 OF a VERIZON LEGEND Iablo OCJ(CA). Taper Lmtalls COlado lot IamPeteFYI 101110 Conlm( Irmo. Speed S Ikmlhl IAmlmum lopof Lunolll" tar Wldlh of 011.13.6 m IWI Iatnut.0 L Iml ShUlin0 U2 (ml Shoulder U3 Ins) L'onnicr' U] Iml 3U 71 IU % I 3U 411 37 10 1'2 3U 6U 60 210 10 30 60 64 42 211 3U 70 13U 70 53 30 OU 1 tat) A 00 fig 30 00 703 101 UN 3D -lots a75 113 76 ]D 11U 740 124 03 30 ' IAoxlm oa ehonneaeel spacing tat all speeds an ona•lonellwo ay lapels is O.ttn (20 0) Mesttmum cltennelff el spaemg lat all speeds on dow slAtallm lapels is 0.1 as (20 fl)• All alhai lapels eta as shown. " Uea an Inlermedbla and rhod•Islm ptoloels lot lopes and tangent sections W-F, U-st :to no a ewmenl melkings of wttota Ihato is a conflict between existing powmenl markings antl elsannefimts. OAS late highways a spacing of 3 As (10 0) Is tecommanded Far lapel and tangent sections shown on TA-31 and 7AJ2. lnblo OF.102 Mnxlmunt Special; of Chaano(har SpachfU Spaad (Intni) Ltaxrlllulll Channels— Snneln 1 lahas, Intl 1o11Donl Iml Canolcr' (nsl 3U 0 la 3 40 U to 4 95 ID 20 off 17 24 6 70 14 70 7 00 0 32 a 00 to 36 0 IW 70 40 10 IIU 22 44 11 ' Maximum ellannoUeef spacing (m no speeds an ono41monlw y lapse Is 0.1m 120 0). Maximum channakccf spacing lot aU speeds on donnslfoem lopam to 0.1 m 42010. All .11,v lopem me es shows. " Ueo on inlaimadolo and sholl•lolm pejeets lot lopes and ionaenl eeelsons vAlota thmo eta no pawmanl maikinp at %halo Unsa Is a confltcl between oxislmg pavement nsaskinot and ehennelteals. On Slate highways a spacing ol3 in (100)I2 recommended lot lapel and Ianoenl sections an— on TA.31 And TA•32. . NOTES _f U3 D —^{ 30m to 100m 30m to 100m • • •• -• �!i:�//il • •• L L • SHOULDER WORK FA W21-5 NOTES 1. Where approach speeds are lour, advance worning signs rnoy be placed at 90 m spacing and placed closer in urban areas. 2. Each advance warning sign sholl be equipped with at least two flags for daytime closure. Each flog shall be at least 400 mm x 400 mm in size and shall be orange or fluorescent red —orange in color. Flashing. beacons shall be placed at the locations indicoted for lone closure during hours of dorkness. 3. A C-14 (CA) "END ROAD WORK" sign, as appropriate, sholl be placed• at the end of the lone closure unless the end of wort, oreo is obvious, or ends within <a larger project's limits. 4.11 the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK 14EXT WALES", use a C20 (CA) sign for the first odvonce warning sign. 5. All cones used for lone closures during the hours of darkness shall be fitted with relroreflective bonds (or sleeves) as specified in the specifications. SHOULDER CLOSED RB W21-5A SHOULDER TAPER SHIFT= U3 6. Portable delineators, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Flashing arrow sign shall be either Type I or Type I .I. 8. The maximum spacing between cones along a tangent shall be 15 m and along a taper shall be approximately as shown in Table 1. 9. For approach speeds over 80 km/h, use the "Traffic Control System for Lane Closure On Freeways And Expressways" plan for lone closure details and requirements. 1OV'lhen specified in the special provisions, a W4-2 "LANE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. Unless otherwise specified in the special provisions, all temporary warning signs sholl have block legend on orange bocl(ground. California code are designated by (CA). Otherwise, Federal codes are shown. SIGN PANEL SIZE (Min) EA. 900 mm x 900 mm © 914 mm x 914 mm © 750 mm .. 750 mm ❑D 914 mm x 457 mm TYPICAL SHOULDER CLOSURE 30 m i1 150 m \ r^ ROADN�'aRK C14 (CA)' See Note 3 BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE aNHIMH CALLOUT REFERENCE SUBDUCTCALLOUTREFERENCE 8 TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION NUB IFOH) ❑ NEW HANDHOLE NEW MANHOLE n© Y SLACK / STORAGE LOOP —III GROUND ROD 25ohm Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE --w- DOWN GUY RISER DETAIL GENERAL .r--7- PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY --CF— CURD FACE —EOP— EDGE OF PAVEMENT —Fit— FENCE LINE --- RIGHT OF WAY' GUARDRAIL —com— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE --t--}� RAILROAD TRACKS --- CENTER LINE _ ,vnl Mww ..eaan.lia ass osu»a•..A.w.at re4...emt.. • ors •f..s le..,ewvuon MumN. to •• 1••tt•4 Y•1•,• •I•m,11 b 11•e•f•Y• MII M Y.114. ew y,•tr qa MM La, M,.nNr alll 0n11 r'L000•T27400D II 1 CALIFORNIA II �.e. a. IPU.N: GridN: GANT0.el— DN Numb. M I i TYPICAL LANE CLEISURE L Advance warning signs_ See Table 6C-3 — See Note 1 t, 0 0 0 ® 0 0 0 o 0 m 30m to 100m 30m to 100m 30m to 100m a o b WORK AREA 0 N � q ROAD WORK I RIGHT LA AHEAD CLOSED RHEA ❑ 8 W20-10 C20 (CA) (Rt) See Notes 2 and 4 NOTES 1. Where approach speeds are low, advance morning signs may be placed of 90 m spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with at least two flogs for daytime closure.. Each flag shall be at least 400 mm x 400 mm in size and shall be orange or fluorescent red —orange in color. Flashing beacons shall be placed at the locutions indicated for lane closure during hours of darkness. 3. A C14 (CA) "END ROAD WORK" sign, as appropriate, sholl be placed at the end of the lone closure unless the end of work area i; obvious, or ends within a larger project's limits. 4. If the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK 14EXT MILES", use o C20 (CA) sign for the first advance warning sign. 5. All cones used for lone closures during the hours of darkness shall be filled with relrorefleclive bonds (or sleeves) as specified in the specifications. b - - - o( 0 See Note 7 RIGHT LA CLOSED I AHEA 0 ❑A C20 (CA) (Rt) W4-2R See Note 10 6. Portable delineolors, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Flashing arrow sign shot] be either Type I or Type I I. B. The maximum' spacing between cones along a Longent sholl be 15 m and along o toper shall be approximately as shown in Table 1. 9. For approach speeds over 00 km/h, use the "Traffic Control System for Lone Closure On Freeways And Expressways" plan for lane closure details and requirements. 1OWhen specified in the special provisions, a W4-2 "LANE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. 30 m r 150 m I1 \ ENII . .. noeu ITnO C14 (CA) See Note 3 SIGN PANEL SIZE C 1A i n) D 900 mm X. 900 mm © 914 mm x 914 mm © 914 mm x 457 mm Table CC-3(CA). Topet Length Crllada lot Temposary Tralge Control Zanas _ Minimum toper Length - lot width of 011sot 3.6 re (W ) Speed S IRmlh) Merging L Im) shining Uz Im) Shoulder U3 Iml Con01cY' U3 Iml 30 21 to 2 30 40 31 10 1 12 30 50 60 29 1 10 30 GO 04 42 20 30 10 ISO 10 W 30 CO 100 00 50 30 go Z03 101 CC 30 J T 30 NOTES Unless otherwise specified in the special provisions, oil temporary warning signs shall hove block legend on orange background. California code ore designated by (CA). Otherwise, Federal codes are shown. LEGEND 0 Traffic Cone Temporary Sign - -� Direction of Travel Flashing Arrow Sign (FAS) 600 FAS Support or Trailer Portable Flashing Beacon Tablo GF•102. Maximum Spacing of Channallaor Spocing spead IRm1h) M.M.— ChannoitLotSpecrn I leper' Im) 1pnganl Im1 GRIP, Iml 30 6 12 J 40' 0 0 1 4 5o 10 0 5 60 12 4 0 10 14 U N35 1 00 162 C no tp 11 too 200 1 to fill 22 4n 11 Igo 2z5 n 110 240 12n 03 30 'Maximum ellonnebsat spacing for all speeds on anulonellvAsvmy ]opera Is O.tm 12001• IAnemum choanellter spacing for eil speeds on detms110em IaPors is 0.1 m PO M. • Maximum ehannather specing lot all speads on one.lanelly—of, lapels is O. tm (20 n) NI other Wools ore es shwa. Maximum chennollier spacing tot all speeds on dwmslream lepers Is 6A in 120 it). -'Use an InlermetWo and ehon.leres Melsels lot loper and tenpsnl sections "Alter In -'- All other topers are a$ shovm. eta no pavement markings or vfielo Iharo is o eonMel bolvraen eaislinp pavement malkingl •• Usa on Intermediate and short-term pioleets lot leper and Tangent &actions YM,.a there and Channelize0. am no pawmeni markings of wnoro there is D conh¢I bolvmea oxlsling powment markings On Stela highvrays a spacing of 3m (to n)is recommended lot lepet ondlengent eechons and ctlpnnohsera. shartm on TA•31 and TA•32. On State hlghiteys o spacing of 3 in (10 hl is recommended lot taper and tangent sections shosm on 7A•31 and TA.32. 1AUTCD 2003 w/CALIF❑PNIA SUPPLE1\1FNI VERIZON LEGEND BURIED PLANT C ) BORE PIT QFIBER CALLOUT REFERENCE Q^ HHIMH CALLOUT REPERENCE • J BUBDUCT CALLOUT REPERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (PON) NEW HANDHOLE nO NEW MANHOLE Y SLACK f STORAGE LOOP III GROUND ROD 25ohm Q. CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE --- DOWN GUY. RISER DETAIL GENERAL. ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —Eop— EDGE OF PAVEMENT —F/L— FENCE LINE --- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATERLINE {--(--t—} RAILROAD TRACKS -- CENTER LINE ,�nl Ngtw Mglon Aa 1Y�i1r q I!n aowmmwn Ge.n tpelm a olo Alen 1lgttlll•num MemMr 1e M lue•4IerV,e •Pem,h Ie Ysw4` Mn M w114. t q xgtl qe NM La. NYnMr lilt rail i 1.000.22Td000 J Vx111xeN AnxA aTAIU CALIFORNIA mrm1e11, tnol.As oumse PDA: Gridth CITY OI conTAOt ne. nws ale sw asu:w anw or, M••^•• on srJIIA FlISHOP n POM Mumbe N 0 LEGEI4D 0 Traffic Cane 1 emporory Sign ag---- Direction of Travel ® Flashing Arrow Sign (FAS) 000 FAS Support. or Trailer Portable Flashing ©eaten See Note 4 C 14 (CA) LI ROAM IyOR O Tablo OCJ(CAI• To par Length Csllailafar Tomporary Iinflio Canlrol2anaa Spood 8 Iknlll,) Moo Nmum ].par Lanolh1 tar width of Ol1.1 3.0 it (W Moralm; L In11 81,1111nif U2 Im) Bhoulow W mil Conlller' L13 Iml 3U 21 lU 7 30 40 31 lU 12 30 60 60 211 111 3U 00 W 42 20 30 70 1611 7U 63 30 Oo too UO GU 30 00 203 lot DU 30 1- 226 113 75 30 110 240 124 11 O) 30 • Maxim= chnnnekzat spacing lot all spends an one.lanclit—eay lopels is 0.Im (70 111 Moximumchannohzof spacing for nil spoods on dmnstoaam IOpalx is 0.1 m 120111. AD Minor lapafa eta as'a110M -Us a on lnlefinedial a and ehotl•lerm plojecls luf toper and long art saclions Most. that era no tomemonl makings orwhafo than, is a conflict balwoen axisling powmenl mailings and el,onnelttoie. On Blolo l,lgltways o spacing of 3 in 110 (1) Is tecon,mandad lot taper and lenient sections at,own on TA•31 and TA-3Z Advance warning signs, ce—hl-4e 1 — 30m to 100m 30m to 100m ly L rb ROAD WORK RIGHT LAID CLOSED AHEAD ' RHEA ❑ O e W20-1 C20 (CA) (RI) See Notes 3 and 5 1 1. Where Approach speeds ore low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Al least one person shall be assigned to provide full time maintenance of traffic control devices for lone closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of travel shall be equipped with at least two flogs for daytime closure. Each flog shall be of least 400 mm r. 400 mm in size and shall be orange or fluorescent red —orange in color. Flushing beacons shall be placed at the locations indicated for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORE" sign, as appropriate, shall be placed al the end of the lone closure unless the end of work area is obvious, or ends within o larger project's limits. 30m to loom Tablo OF.102. Moxlnium Spoclnil of Chonnallsal SpaclnU Speed Ixmlhl Wool ...m Channel—, IS clad Itope(' Intl lan0onl Im) Connlcr• Iml 311 6 12 3 40 B it, 4 60 t0 70 5 60 12 74 0 70 14 711 7 On Ili 32 0 gg fit 36 a IOU 70 d0 10 I1P 72 d4 11 Maximan, chonnehzel spacing lot all aroatls an o Iancftw y tapers is 0.1m (2001. Mann,uo, channch,w opncfng In, ell epaods on d-1110om lape,e Is 0.1 m 12010. NI enter Intact. are as p1,—, .. Um on Inlo,menolo and Ullo,l.le,m piclacla lot lend and lanoeal actions VAIe10 11101a me no nmomonl mailings of V,11ala Illalo Is a conflict Iwlween nx sling p—menl molkinip and chenneltan. On Sloln Idnlmaya n apaein0 of 3 if Ito n) is meommanded lot lope, and Inn0enl sactions ahem, an TM31 and 7A.32. 0 Min A 60--m . See Note' 8 W1-4L PH W13-1 See Note 9 See Note 8 SIGN PANEL SIZE (Min) /k g00 mm z g00 mm LJ 914 mm r. girl mm © 750' mm x 750 mm ❑D 914 mm r. 457 mm W9-3 W20-1 ROAR C` ED WORK TYPICAL LANE CLOSING W/CENTERLINE AHEAD RHEA 8 to loom 30m - to . 100m See Note 10 L L See Table 6C-3 See Table 6C-3 Advance yarning sit: QD D or ® — — — Smu Note 1 — ® Io (0 WORK AREA 5. If the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use a C20 (CA) sign for the first advance warning sign. 6. All cones used for lone closures during the hours of darkness shall be fitted with relrorefleclive bonds (or sleeves) as specified in the specifications. 7. Portable delineolors, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 8. Flashing arrow signs shall be either Type I or Type I. 9. Advisory speed will be determined by the Engineer. The W13-1 Sign will not be required when advisory speed is more than the posted or maximum speed limit. C14 (CA) 11 END \ OR o a See Note 4 W1-4R NOTES XX MPH © Unless otherwise specified in the special W13-1 provisions, all temporary warning signs hove black legend on orange background. See Note 9 shall California code are designated by (CA). Otherwise,Federal codes are shown. 10. The maximum spacing between -cones along a longenl shall be 15 m and along o taper shall be approximately as shown in 'fable 1. 11. For approach speeds over 80 km/h, use the "Traffic Control System For Lone Closure On Freeways And Expressways" plan for lane closure details and requirements. 12. Unless otherwise specified in the special provisions, the ( 1/2 L) shown between the. two (L) lane closure topers shall be used. 13. When specified in the special provisions, o W4-2 "Lane Ends" symbol sign is to be used in place of the C20 (CA) 'RIGHT (LEFT) LA14E CLOSED AHEAD" sign. I�iUTCD 2003 w/CALIEDRNIA SUPPLEMIENT VE=RIZON LEGEND BURIED PLANT ( ) BORE PIT QPIDER CALLOUT REFERENCE /❑ HHIMH CALLOUT REFERENCE ( • ' aUSDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIRER DISTRIBUTION HUU (FOH) ❑ NEW HANDHOLE M- NEW MANHOLE Y SLACK / STORAOE LOOP GROUN13 ROD 28ohm O. CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —FIL— FENCE LINE -- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE +—}-1—} RAILROAD TRACKS -- CENTER LINE rlsasNxaaon nsta." aNWs. tti 1,s..r.•a.,N ass• ..smm . pip al.,x Iar,rMM,•rl ': YTMt to M IrY•d LMw• ` II Is aNs•tn'MII.•VYN. ap yapr qp NM L0. N,r„wr o111 Call 1 t.eooszT•zeag us^" v.luxon NNar. eTalLr CALIFORNIA OIVis NN1, TNaru.a Wlax• PR,n: Grids: GRY ai GON1Ral N0. NN[f bNT LIY prLN, n i1J IM RItiMI)p N an JIrA [11ti M[l /' SCALE . N.T.S. FOHH Numb TRsar a VERIZON LEGEND LEGEND (D Traffic Cone Temporary Sign Direction of Travel ® Flashing Arrow Sign (FAS) (TO-0 FAS Support or Trailer Portable Flashing Beacon I able OCJICA1. Into, Lanpld Causal. I., 7—al rary Trouts Com,o12anos Speed S Ikmllll Atlnlllium to Per Catapult" I., wldub of Ol1-1 J.0 m IW) !Aofging L Intl sh111inU U2 Im I Should., UJ Iml Conlllcr' UJ Ina) 30 21 I so 1 Ja 40 57 Ila 17 Jn 60 50 20 IU 30 00 04 42 20 30 7u 1A0 70 57 Jo 100 OU 0o J0 4100 2aJlot iN 110 1+10 174 0] JD • Meximusn chip nnalicor spacing lm all 6panda on ort •lenellwoway lwposs Is 0. Ina 120 0) Monmum chennolicet spacing lot o0 &posits on down sItalian Inputs Is 0.1 m 120 Al. All What [spot$ mo as &dawn. " Us. an Inlorwedmlo and shoa•lel,n pwlacls tut Inset and Imaginal sections wllsao unto all, no pewmenl mailings or whine there Is o contact between oxisllng powmenl mmkings ontl Clamalicm&. On Stale Idghways a spacing of in 110 A) Is rocammendad (of opat and tangent aactions &Ilwm on TA-01 and TA-32. Italian aF.1OL IAnMlnlll nl 51-141a al Cl,ounalleor spacing Speed MartialIml !Al,'Imu,u Cnu.uo Ina'lil clna lapel' 1mlUs", Ina, Conlllcr' In') JU 0 1'2 J 40 II 10 4 50 10 20 r fig 12 24 6 70 14 20 7 00 I6 02 0 au w 36 u IW 20 40 l0 1111 22 44 11 Maximum ehennobaal splmnU lm Oil speeds an onolenelo—zy lapels is 0. Ina vo III. fAosinlum cllanneaicr spacing lot all epeotls an A,4mateam lessen is 0.1 m 120 g). AO ain't Iapen a,. as sham. " Uso al Inlelmed.10 and aholldeun pwlaele lot Iapet and langanl aeclions v4nau Thaw can no per amanl inking+ of Milan Ihaw to o contact balwecn wailing Pavement moakialp and clasnnowae,s. on Stole Idghmits a spacing of J m I to n) Is leeomrnended tat lapel and tangent sections shown sal TA.01 and 7A•72. TYPICAL CLOSING OF HALF ROADWAY See Notes 3 and 5 C20 (CA) (LI) C20 (CA) (Lt) IYPf [ANC LEFT IhNI; CIZED CIASCD AIICAD hllEAll 13 W20-1 Roni1` WORK AIlbit 0 Ali A �— - - I v See Note 10 �® See Table 6C-3 See Wole Tee Table 6C-3 See Table 6C-3 See Table 6C-3 - - — `�r. \ Advance warning signs to e e See Note 1 -� Advance warning signs,. a See Note 1 I I o o ® n WORK AREA — 30m to 100m 30m to 100m 30m to 100m of O 1 Pp C14 (CA) }\ 60 m\ ROAENU'aR ROAD li'ORK RIGHT LA I W1-4L ❑ D hHCAD CLOSED - See Note 8 See Note 4 AHEA F R SIGN PANEL SIZE C M i n) ve1-4R 4r W20-1 C20 (CA) (Rt) W4-2R PH © NOTES See Notes 3 and 5 See Note 13 W13-1 ® 900 mm x 900 mm 117y, See Note 9 © 914 mm x 914 mm p Unless` otherwise .s ecified in the special tl13-1 provisions, oil temporary warning signs © 750 mm >. 750 mm See Note 9 shall hove block legend on orange bockground. • ❑D 914 mm x 457 mm Colifornio'code are designated by (CA). Otherwise, Federal codes are shown. NOTES 1. Where Approach speeds are lour, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Al least one person shall be assigned to provide full lime maintenance of traffic control devices for lane closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of travel shall be equipped with at least two flogs for. daytime closure. Each flog shall be at least 400 mm x 400 mm in size and shall be orange or fluorescent red-oronge in color. Flashing beacons shall be placed al the locations indicated for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORE" sign, as appropriate, shall be placed of the end of the lone closure unless the end of work oreo is obvious, or ends within o larger project's limits. 5. If the W20-1 sign would follow within 600 m 10. The maximum spacing between cones along o of a stationary W20-1 or C11 (CA) "ROAD WORK NEXT tangent shall be 15 m and along o taper shall be MILES", use o C20 (CA) sign for the first approximately as shown in Table 1. odvonce warning sign. 11. For approach speeds over 80 km/h, use the 6. All cones used for lone closures during the "Traffic Control System For Lone Closure On hours of darkness shall be with Freeways And Expressways" plan for lone closure relroreflective bonds (or sleeves) as specified details and requirements. in the specifications. 7. Portable delineators, placed at one-half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 8. Flushing arrow signs shall be either Type I or Type I. 9. Advisory speed will be determined, by the Engineer. The W13-1 Sign will not be required when advisory speed is more than the posted or maximum speed limit. 12. Unless otherwise specified in the special provisions, the ( 1/2 L) shown between the two (L) lone closure tapers shall be used. 13. When specified in the special provisions, a W4-2 "Lone Ends" symbol sign is to be used in place of the C20 (CA) 'RIGHT (LEFT) LANE CLOSED AHEAD" sign. \/iUTCD 2003 w/CALIEORNI-A SUPPLEMENT BURIED PLANT ( ) GORE PIT QFIBER CALLOUT REFERENCE . HHIMH CALLOUT REFERENCE SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FDH) ❑ NEW HANDHOLE ©M NEW MANHOLE Y SLACK I STORAGE LOOP �I I GROUND ROD 25ohm G) CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE --�— GOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS - ® SPLICE PROPOSED RUNNING LINE FON BOUNDARY —CF— CURB PACE. —E EDGE OF PAVEMENT —F/L—OP— FENCE LINE ---- RIGHT OF WAY GUARDRAIL —CDM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE SANITARY SEWER LINE —WTR— WATER LINE I—SAN— -F—}—}—t. RAILROAD TRACKS --- CENTER LINE ces•,..ul,w. was M.n r.,unsusn namM1 b M IrW .wo,.• •Mm111e L.t•AM� will ti tiLL &w y.,r ale NM La. numwrsill CIs11 , 1-000-227.21100 sw e, uw. v&Aszon wane, &Tw,&, CALIFORNIA mvlslon, ,.verve. cubs. PDA: Gridill: crry of conraos nu. wine nlnsw ucn, l,„ aJun nitiNor " sJItA .ISM 01' 8CALE N.T.S. Fall Numb. T wW H VERIZ©N LEGEND NOTES Unless otherwise specified in the special provisions, all temporary warning signs short have block legend on oronge background. Colilornio code ore designated by (CA). Otherwise, Federal codes are shown. See Note 3 C14 (CA) I;RO ROAD t= �a LEGEND D Traffic Cone O Traffic Cone (optional taper) Temporary Sign -:!v® Direction of Travel 1 Portable Flashing Beacon Flogger Closure: Cones or barricades Advance warning signs, See Note 1 a O 1nOm . 'Snm In lnnm inter in inn' innn In Inn- 0 TYPICAL LAME CLOSURE WITH REVERSIBLE CONTROL C37 (CA) TRAFFIC CONTROL WAIT AND FOLLOW PILOT CAR MSee Note 9 s 15 m Max e tome OL— Cones 30 m Max s tl 41 D —3i— � �—® ® •Tr G �—O 9 emu— 9 1�0 ¢) �— ® 6—tl ®� q I ROAD CSIA (CA) W3-4 See Note 7 AIEdD HC ROAD RK N120-4 0 REPARE 30 m LANE AHETAP See Note 11 CLOSED ® ❑A W20-1[ C29 (CA) See C30 (CA) See Note 8 See Notes 2 and 4 XXX FT Note 10 .n NOTES 1. Where approach speeds ore low, advance warning signs may be placed at 90 m spacing, and closer in urban areas. ?. Each advance warning sign in each direction of travel shot[ be equipped with at least two flogs for daytime closure. Each flog shall be of least 400 mm x 400 mm in size and short be orange or fluorescent red—oronge in color. Flashing beacons short be -placed a1 the locations indicated for lone closure during hours of darkness. A C14 (CA) "END ROAD WORE" sign, as appropriate, shot] be placed at the end of the lane control unless the end of work area is obvious, or ends within a larger project's limits. It the W20-1 sign would follow within 600 m of o stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use o C16 (CA) sign for the first advance vlorning sign. All cones used for lone closures during the hours of darkness short be filled with relrorelleclive bonds (or sleeves) as specified in the specifications. Portable delineotors, placed of one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. WORK ARE See Notes 2 and 4 W3-4 C9A (CA) W20-4 'W20-1 DG • w ONI; IAI11. ROAll \ RCPARCt V RON 1fORy. hIItAD AHEAU TOP ❑ 0 O /[TI See Note 7 C29 (CA) See XXY, FT Note 10 Advance warning signs, See Note 1 0 — Gote cones 0 0 SIGN PANEL SIZE (MINIMUM) q❑ 1200 mm x 1200 mm — Speed of 70 km/h or more 900 mm x 900 mm — Speed less than 70 km/h © 1219 mm x 1219 mm — Speed of 70 km/h or more 914 mm x 914 mm — Speed less than 70 km/h © 762 mm x 762 mm FD 914 mm x 457 mm 0 914 mm x 1067 mm n 914 mm x 229 mm /. Addilionol advance floggers may be required. Flogger should stand in o conspicuous place, - be visible to approaching traffic as well as approaching vehicles otter the first vehicle has slopped. During the hours of darkness, the flagging=station and flogger sholl be illuminated- and clearly visible to approaching traffic. The illumination footprint of the lighting on the ground short be at least 6 m in diameter. Place o minimum of four cones of 15 m intervals in advance of flogger station as shown. 8. Place C30 (CA) "LANE CLOSED" sign of 150 to 300 m intervals throughout extended work areas. They ore optional it the work area is visible from the flogger station. 9. When o pilot car is used, place a C37 (CA) "TRAFFIC C014TROL—WAIT AND FOLLOW PILOT CAR" sign of all intersections within traffic control area. Signs shot] be aeon and visible at all limes. 10. An optional C29 (CA) sign may be placed below the C9A (CA) sign. 11. Traffic cones or borricades may be placed on the optional toper as shown, barricades shod be Type or I 1 1. Teblo OCJ(CA). Toper Length Ctllmla for Temporary 7rollio Control Zone. speed S Ninth) 141nimum lupor Langlh" for Width or Oltsot 3.0 m(W) - Mottling L Shining U2 Im) Shoulder U3 Iml Conlller' L13 Im) 30 21 111 1 30 40 37 Ill 12 30 50 50 2D 10 I 30 60 84 42 I 20 30 70 150 in 53 30 OD ISO { 0U 60 30 go .203 I 101 GD I00 225 11J 75 I a3Up 11U '240 124 OJ 30 • Maximum ehanneliaer Spacing for oil speeds-ii—Nnellvlowmy topers Is G.tm 120 fl) IAeximum ehennehcet Spacing tol ell ar ae0s an d—heam lapels Is G.1 an RD 4). All other lop,, era os Snoviri. " Use on inle medlalo and Shotl•lelm pioiecls lot lariat and tangent sections whelo there elo no pavement markings m arkings or v,here there is D conflict belweao existing poseenl mailings end chonnehiters. On Slate highways D Spacing al m 110 A)1, recommended for lapel end tangent sections Ihwvn on 7A•31 and Tr.•32. ROA�NIYOR C14 (CA) 0 See Note 3, lablo GF-10L feoxlmum Spacing or Channollior Spacing Spend Ikmlh) M.M.— Chnnnellaer Spocin leper' Iml longont Iml Con111cY' Iml 30 G 12 3 40 0 16 4 50 10 20 1 5 60 12 24 f 6 70 In 20 7 0D IS 32 0 gD IS 36 0 too 20 4U I 1U 1U 22 44 Il ' lADxrmum ehanneeaet spacing lot all spead; an one•Ieneli—sy lepers is 0.im (20 n). Maximum ehanneheet spacing lot 0 apoeds on dovmehaam lapels is 6.1 in (2o n). NI other tape. ale Da eh—. •' Use on tnleanadale and short -tam projects lot leper and lonpenl sections v,here there ala no pavement mailings or vAlelo Ihnolo a COMICI between oxislmg pavement mlkingl and channellaen. On 51e10 Mghvnye D spacing of 3 m m (In n) Is teeomonoed lot taper and tangent sections shorm on 1 1 s•31 and 7A•32. I,/IIJTCD 2003 w/CALIEORNIA SUPPLEMENT BURIED PLANT HOME PIT QPRIOR CALLOUr REFERENCE HHIMH CALLOUT nOPERENCE QED ( J SUB DUCT CALLOLrr REFERENCE (uJ TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FDA) ❑ NEW HANDHOLE M NEW MANHOLE YI SLACK/STORAGE LOOP --{II anon ND ROD 25ohm Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE —� DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDN BOUNDARY --CF— CURD FACE —EOP— EDGE OF PAVEMENT —FIL— FENCE LINE -- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE RAILROAD TRACKS , -- CENTER LINE ImpoNni N Ww e.au.n 4asNSasx a u.. aw.,...,.A1 cev. xwvim .ore AM1 wn,eawuon Nx,e»r b» I.w.e Mwe e •ew,ell b 4awY• wlll».rIL ex ywr q0 N„rt Le. N,wwr wll, rUNde o—rid ",ift, Alert ��� . l vNLLaDH AiYA alAla, CALIFORNIA olwewN, sNONAa auioSe PS•tl: Gridk: oar er s;onmeL he. waxy—m— 4CM, la ol� e•n www, n rIJIM 111511n1' w e wore es, nw., JIeA 1118HDP SCALE ,..r. N.T.S. FOH Ha- , ol WORK LOCATION fly- LA- zoul 'i, 7Hy t }� 'icy rJvt•IDv1tt5 '� Di' Y 1MG+�t7# K'"^ ....... Wl w � 1!�• GaMMow �pi� 'Ib � '�� C:oHpki� +��� � � �: :. tluoil•.,.•r. W11✓1. 'ale "0<9 :Nt 'F06p. W 0♦ �`,'• �: �,'{ /•' 1. :.• FP FP 4 FP I w 54013 54015 VAC VAC PL 42' t-L3S' S0 ,•' f , SQ' t-125' 54017 - P PM476 FP FP 54020 �E 54023 FP 54010 54020 ! Pi. - PL SO' 1 185 SO FP l5' x 2a• CIE• � 54025 775E5 � ,. 'r,�i' . loo' t t2T SD _ _ PL 4V t- - �� _.__-.____-- _-._-- __.__ __._ VAC t00 i L23 sa -- -54040 54040 _._..._. _ ___.. a__ __..___ _w.__n.__.._ _ PL 50' 1- SD ; $4035 VAC F IT x W VAC FP FP ? 54040 s4035 x so• V' 54040 54PL 043 1-1tT 54020 % 50' i-L25' SD IV too, t-L25• SD Fp C9 54045 34040 W 54060 54055 AC E 54055 54063 r FP , 54060 54055 54055 54040 VAC O 42 c 34060 IT x :0'A 54040 I L PL 92' 541� 5'� 54075 FP 3 54080 5408o Z 9a:• 1-t.25'7Sa -1 r Z 54066 5406S PL 4e' 1-L25 I 54075 L L_ 54075 FP 34075 FP VAC $4075 �I 54080 i PL 1w 1-L 34100 PL 42' 1-L25• SD C r 54105 -.' C 42' so• !-L2S• SD q L i J 54105 0 54100 54105 ! 541M 34085 540M 54105 PL 49 1 PAL 92• L-Les 42' r PL 42• i-L2S c 54300 E uo• 1-its FP FP 54060 54080 ' 54M vAC S , 54120 c P93073'7 FP Fp Ir J 541M ! PL W 1-Let• SD cu o 54120 � � � VAC 54120 4E' 1-1.eS�' SD FP 54125 FP 7s' 1-LET SD 54105 3 54100 PL 4e' t- 54300 34105 FP FP 54120 / TO FEE 50NEP IV PL 9e' t-Le3' 54120 � 54145 � Ir,L c 34115 3 J L PL 4v i-125. sa 3 34100 � L VAC � 1 Hg0oq X , 54140 54120 54125 42' i-IP5• SD , r L 54145 I 54140 54145 54120 4jE 541M 541M � '�E 54123 0 54120 � N � 54140 V Ilk F PL 42' 1- PL 42' t-L2S• Q 3 34150 l- CIO 34t70 54175PL 92. 1-1 5• SD t(ti 1 54165 54160 54165 54140 54t45 i' 34140 4jf 34145 FP O 4 PL 4E' 1--f.es 4IE 54335Ln I F II p © 54 W P710726 J L O L D { 5 140 V i 54180 s4i5 W r a , Q 4 C m PL 42' t-L25• SD Oq�•' 5414s 54170 FP D 54185 54170 3 i55 D ' Q !00' i-t es' SD q 54180 54175 D FP FP 54160 �54 -i2S CC. 34160 PL W 1- �j � L > ?� o VAC 34195 FP N O p iD0' i-L>:5' FPI-' FP c 54195 z �% .. q 54�0� �jE 54t95 54200 54195 I E �E 3 VAC 54183 'a 42 F c PL 42' 1-1.e5' SO I 1 PL t00' t Q 34200 54215 L Z ! 54100 N 541 t�00'/- 3422s Mao 54205 q s422o 8 v a 54208 10 $ 54M PL 4r 1-1"Sa I Ac 5420s 54225 vAC 3420s 542u 54E20 jp PL 42' t-L23 1!► �•O, r. FP a4' x >t6• tr x a6' s4' x 36• FP 54225 FP PB3'XS' 54220 3 1 d I 54245 4240 54245 t P 54235 i4' x 36' PL 4r I-L$5' 24' x AC 244 x 36• 'p •t r 3 242' ' - 160' L VAC x 36 P907136 1�, V71, 200� 77310 4jF E 54245 m, VAC 542ES 342' W-W tgi 77500 �1�E 775210 i+1 54240�7'4'�o ' c - 60'X- cu242' , aIv c� 300` W-W 110 - W-P 300' W-W 420' W-W 3 - CALLE MADRID 432 HAND MOLE A2>i�I,- 6 3 PKL' s6•Duoi4o49 _ EOP r 4 NE HDETAIL 1 0 1 257123 77173 54M 77275 54M 'JjE K54M-� r 54260 r , r -17 PL 9r 1-Les• 4P' 1-L2SI' !T x w 42. 1-L2s' SD FP 54273 PL t-LE5' SO 54255 77543 — FP 54270 54M 54280 34280 YAC coil IT x 2r Fp FP 54M �E 54275 ajE FP 42, 11 PL sr 1- t � 54283 I PL 67' 1- ' Z 543M N PL 9e' 1-12s• sa 77451 54275 / - 54 W wP 54295 N 542" 3 o FP VAC I F 42' is x 36• •• c 54IN VAC 54310 543W 34295 3 54296 PL 42' 1- IT x sr l PL 42' t-um, SO 3 ! 54295 54283 3 54300 g5 < r FP 542" I -� 3 ww 54283 .. 4r 1-1" Sa 54325 • 34 4 54383 54330 34330 54320 54320 r 1�'�/ ',�"/�PL 73' 1-Le5• � ,1=L85' SD •�• � 54323 � 34323 I 54295 VAC FP FP PL 4r I- VAC 54320 i" ,• C in L PL 4e' i- PL 42, I-te5• SD N• x 36• : �% i < 54375 o PL 42� 1- FP c STREET TYPICAL 54360 34360 VAC 3 54350 VAC 3 54340 54330 , 54325 r / / 1'. mer-ul"H.-._ �:. 1 � .4 Pr 4E' 1-L25' SO VAC FP A3 ,111. T ] 9 umfl 54320 3g5 L PL ua t-L2T 54345 FP �E �� yo �jE CIE 54 � FP j' g 54340 � AV. ALYAAA00 AV. CARRAMZA 54395 1 54390 PL 42' 1- 0 3 PL 9e' i-L25• / AY, OBREOON i4V _ CI+tW.b f� 34393 3i - 454390 ' 54391 .� w #360 ?� 54355 I I --) -t e5• sa ]� 54345 �4343 Roar L 7r s t r 54380 4P' S438S =, 3 54350 �E - FP �, L PL 42' 1-L8s• - L '' I • ;EOP - - - - - 54393�.. 54404• 34405 g 54400 54405 544I0 FP , 54380 ' J '" 4e' 1-Le5' SD P` t" 54400 J 54405 �E 54375 FP $4370 �(r 342 i-Les• S ' P FP L 54415 IV �436s lw FP 3 �- ' 1 3 . my v 34400 54420 54425 34410 I CIE 4jE in FP 3 PL 42. 1-te5• FP . 1 I 54415 3 54420 h 54420 54423 54420 S 54435 CIE 54393 ' r L • • , PL w 1- , sD to{I L s44o5 S4390 J PL 9E' t-L2s• sn 54400 ''� � UP 54435 0 - VE 34445 g 544s:0 54433 ~ 54430 oFP ii �E 54440 442 54445 34425 54410 4JE 544054r1-Le5• SO FP PL 7• i-125• SO PL 4r 1-Les' � L / FP PL 42' t-lE3' FP 54455 544r 54450 54455 -1 VAC m34455 I 34463 -' 54440 54475 _ , 671 1-LE31 SD J Z L > > 54430 54435 3 54430 �jE 54425 5442 I PL 42• i-L85• 3 PL 4r 1-125• VAC P L in FP (' - F .•4 VAC -I 54480 0 54450 , r o -� FP 92' I - Lop SD PL 92' 1 425' 54465 i-L2S' to $4485 « CIE 54455 '" VAC PL 42' 1-L25• 54490 14• x 36• 34470 34475 • x p PL 4Lr i-i eS• SD 54445 54460 �E 4 1 544" x4• x 36• FP FP E4• x av -Lee, S f• VAC _ L 77318 �E 54485 54490 54495 24• x 47 5PL 4r t- sa 360vAC 77420 FP J 54490 _. _jLJ ' L 360' W-W 410' W-W 10 W"W r CALLE TEMECULA •W La A� W �DMMoK $off W( COVI A T o lb OC j • ,� GoMMor� Sa W/ N17L11�C5 To $� l� thST ► w `1'i • �+ �'�����T NOTE : K PL 1-1.254' SD 1 i FURTHEST TERMINAL 3,686 FT P P P907136 CALLE CHILLON t 54021 54020 1& 34020 54019 PL 4V t-Mv SO PL 4r I-1xv 1�- OWA 1- CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES. 2. ALL HANDHOLES MUST BE 17" X 30" UNLESS OTHERWISE SHOWN. 3. SEAL ENDS OF ALL CONUIT PLACED. 4. ALL CONDUITS PLACED WILL BE PROVISIONED WITH A TONEABLE "MULE TAPE". 5. "MULE TAPE" TO BE BONDED AND GROUND EVERY 1000 FEET OR LESS. 6. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES. 7. COIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P. 8. THIS DRAWING WAS DESIGNED AS PER M&P V1.5 9. ALL CONDUITS ARE 1.25" SD UNLESS OTHERWISE SHOWN. i i PL 74, PVC 4w EfW 3.l2r 8D fi fpi 47! PLFm4=W0DIw4tA O y 39'XW'A r• W 11014M PLf00WOUND LEGEND wmmz PRE iMMma [� FDH UXATD7! tes own C!loU o OFiDER TEIIMOOL X DEMARx BaR =TM J L DROP FEED / STOP vomim ® E=Tw PEDws- aMm PIT 0 JMNT POLE l VIRTUAL MULTI DWMLa16 IABT UNITS ENGINEERED LUIS (ACTUAL) 279 LU'S (FUTURE) 34 FDH VMDU'S (ACTUAL) 0 H4018 MDU'S (FUTURE) 0 BU'S (ACTUAL) 0 BU'S (FUTURE) 0 VERIZON AREA: SOUTHERN STATE: CA DIVI : DIVISION: N WIRE CENTER NAME: LA QUINTA W.C.#:0543 EXCH CODE: RMT. CODE: WO #: 7 P F A 0 B T I RELATED WO #: 7FFA0AF I CONTROL #: WO TITLE: 0543 - 7PFAOBT— H4018 TAX DST: TWP: J IRNG: SEC: SAL: FILE: REV # REV. DATE: REASON FOR CHANGE ENGR: QC'D: CADD: DRWG BY: ENGR & OFC PH #: APRVD: DATE: SCALE: CENDERA MYROLD M. qu/off NTS PRINT# 1 EF 1 (909) 985-6643