Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
7064
Finance Revenue Code E-1 T4hf 4 Qum& �,.ENCR6 CHMENT PERMIT PUBLIC -WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. water mains and other like public Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:March 26, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Verizon Upgrade #20 / Calle Nogales & Ave. Carranza / WO0543- `I.7_Tr7:Ta:L�rTiLl 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, 2007 TIME OF COMPLETION: December 31, 2007 ESTIMATED CONSTRUCTION COST: $169,000 (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. Signature of Applicant XAgent Verizon - Darywl Bowden 870 Mountain Ave. Upland, CA 91786 (909) 608-1358 Name of Applicant (please.print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. TBA TBA Contractor's License No. �. City Business License No. Applicant's Insurance Company FEES: Subdivision Improvement Permit - Class tM MAR 29 Minor Improvement Permit - Class IV �AF rINA Inspection Fee $1071 Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $100.00 $0 $0 170.00 Number improvements: 3% of estimated construction costs improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7064 DATE APPROVED: M44 ZI?, Zoo? EXPIRATION DATE: Mi}R Z8 . X DOe- BY:� —'�— Administrative Authority -....Tj���? fir. �' t�- � .. •+ Date: PUBLIC WORKS DEPAR APPLICATION FOR. PERMIT PUBLIC WORKS Tract NO:S_ee attached parcel mapOrojecfName: 0543 - 7PFA0 BP- H � /y Vicinity: Z a 09LC.E A).o6Airs /Zy ' E.,//7 Ai1r. t)INn iav2►. 07-P Purpose of Construction _(Ex: Rough Grading, Offsite Street: etc.) To install PVC piping and various sized hand holes for fiber optics Description of Construction (Ex: See Plan .Set No. 01.234) See attached maps and plans 'Dimension of Installation or Removal: See attached maps and plans Approximate Construction -Start Date: 4 -,1 -- d Approximate Construction Compl on Date: J Z — s 1 6- Estimated Construction Cost: $ Estimated Construction Cost shalt include the removal of all obstructions; materials, and debris, back4illing, compaction and placing permanent. resurfacing and or replacing improvements Contact.Name:.Darywl Bowden PhoneNurribcr:909-608-1358 Name of Applicant/Owner: Verizo.n Applicant Address: 870 Mountain Ave, Upland, CA 91786 .Applicant Telephone. Number: 909-608-1358 'Name of Contractor: Contractor Address: - Contractor Telephone.Number: Contractor State Lice'nse`N.umber: :Contractor City:Business:License Number: ► A COPY OF THE CURRENT INSURANCE'CERTIFICATF MUST BE PROVIDED � Applicant or Contractor General.LiabilityInsurance Company: Applicant or .Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fce: �6 5,070•-' Permit Fee: As -Built Deposit:__ Dust Control Deposit: Credit .A,mount:•---- - .. TOTAL FEE DUE: S 1 (7 O OfficeUse On1v: Assigned Pemut Number: -70 Approval Date: b Expiration Date: Issue Date: - - Administiative-Autliority:••-• .'.t �'. � � � i .i a ,� ' � • 1r+ i ;` . S� C[N)RA rathiaolog Ies September 1, 2006 Timothy R. Jo iasson, P.E. Public Works Director/City Engineer 78-495 Caller Tampico La Quinta, CA 92253 Reference: Encroachment Permit for the City of La Quinta, Plan #0543-7PFAOBP-H4014 Location: La Quinta, CA 92253 — *Avenida Madero *Avenida Rubio *Avenida Carranza Calle Chihuahua *Lane Closures *Avenida Montezuma *Avenida Alvarado *Avenida Ramirez Calle Ensenada Materials: Conduit - 4" PVC -221 ft 1.25" PVC jO,,Ib3O ft 1:5" PVC — ft 2" PVC — ft 1.25" Shadow Conduit ✓ ft Boxes - 17" x 30" Hand Holes Z.S' .24" x 36" Hand Holes lq 36" x 60" Pull Box 15" x 20" Hand Holes 8 Construction -- Bore Footage Al, OS Trench Footage *Avenida Diaz *Avenida Obregon- *Calle Nogales Page 1 of 2 a� , Dear Timothy: Please find enclosed herewith in a Verizon permit application packet complete with encroachment application, area map, assessor's maps, location detail for fiber distribution hub, hub location pictures, and placement/construction work order map. Assigned contractor will -provide license and insurance documents -to city of La Quinta, before beginning work. The Verizon contact is Darywl Bowden and may be contacted at (909) 6084358. If you require any further assistance please contact meat (909) 985-6643. Sincerely, Jim Bishop Cendera Technologies, Inc 820 N. Mountain Ave Upland, CA 91786 (909)985-6643 . Page 2 of 2 CONTACT LIST CUSTOMER COMPLAINT LINE 760-342-0551 (local, leave message) 1-888-828-2015 (8:am —10:pm EST) INSPECTORS: Ken Clark office 760-347-5634 cell 951-723-0810 Dave Guerrero office 760-347-8152 cell 760-219-0408 John Durbin office 760-347-2874 cell 760-218-0691 COORDINATOR: J. Mike Hickey office 760-347 8202 cell 760-567-4162 PLACING Local Manager: Bill Schrader office 760-347-8019 cell 760-218-1566 SPLICING Local Manager Bill Schrader. office 760-347-9019 cell 760-218-1566 CONSTRUCTION MANAGER: John Viereck office 951-672-4279 cell 951-295-2520 SEE MAP tamffi* MA `fir,MILYMOMMM'AW—M) �HVVJ'-%At CREEK vv 6 Ng C, CEK r Insf rU4 CAH1.111 VOTEo ES UD 0 e4RK ....... .... 5t 1 r1l .54T RISE, iz IllR 3z rAR hp FEK, OD 15 14 RK, co 3 IREM L4j 2.4 19. G, 22 23 j. lv iFA ia. WARR 26 .......... .......... AT I 27 :"I�E908 J/—p • '.RANPIFIn' e h QL i ° 3 ��• daiN��d " ��a � p�a'NYr1�Od3 T ra•rr� � - o -LL - n !6 0 / !.•at o ZZ a 7 8 1 0 =� p N093,Y60 fir,. v d0/N3Av , W J Z 1r °`''°' " DaIYNdA7if - Szr, D'0/M3�I d n .-� I o6'I6 /60 OW a � O sa• 9 � O � � � oO � af' )/76 N 3076 vas - 9 ss�r� °3 dh 0/9,79 LV„g da/N3RV tu a v U CCR ZLv% o^ oyf4j'79 77 a 6 �' MJI76 eso- S9/ iaa ao eei 91 o ag /� � v v o0,4 m w ° N � � h � � N76 O 7 16'15 -ea i7 09 es -' .. •- cS 66sF ° n d D zvta v471N3A V � = z 991 w ap ts oc ea .V76 �f 0 7 0 t ' T yb.o� e% S DS eg os Qr as. oS aS sac I io. z71Ydnp "tea °'t D'O/N3i1 7�azstgAtr " N ufcov. � o FHIS YAP WAS PREPARED FOR ASSESSMENT PURPOSES ONLY. HD LIARILin IS ASSOYED FOR THE ACCURACY OF IRE DAIA SM. ASSESSOR'S PARCEL YAY NOT COMPLY WITk LOCAL LOT -Still OR ROItDINO SITE ORDINANCES. N c i�4 o At�fll�ftB� DATA: 1 -D-�7 : -0 0 ASSESSOR'S NAP BX773 P6,24 Riverside CounlF, Calif, [ � POR.NW 12 T.6S. , R.6E T.R.A, 020-017 020-118 773 - 24 420-071 020-123 25-59 CITY Of LA QUINTA - - - - - - - 200424-157 0 20-104 i 7 —lm Z c C f >p BLKE LOC °v ® M 020.0� 1s a BLK - 167 e > go o Bo o 1 42 •� " BL 68 < O � N 43 FEB 0 s 2004 O ka 18146 SANTA CARMELITA AT VALE LA QUINTA UNIT NO, 1 1 ° ]Il-1 " 4 NB 187.59 SANTA CARMELITA AT VALE LA QUINTA UNIT NO, 3 11.1111 ], MB 19�19—Z0 SANTA GARME! f TA AT VALE LA QUINTA UNIT W. i 1 1 "' �1-I le io e e41d1 e 244-4.1 IFIT e 7 -1 fi Jon 2004 ] en-1],o,n e0 1 ell -le 11.7 IMP y. ao@o�000®oo s ti3. ae C7 ' b tp o zo .m V O) t% A �e ° b BLOCK / S r Se am zx - w —+ AVENIDA CARRANZA v a iB L O C K '• rae vat A to e b owosy I 0 I b r R/ tli A ty O IV C. 157 n —* --A VEMIDA RAMIREZ m w B O C 7wA as on O- Q 0. - .w �, w0 Q �0 4 C �� r w . � d w • ro - s o a� _ o I5B' b AVEN/DA VALLEJO- ,�y Zr, s� „ y A B L C y N .ter u a p ro ch ti a doaa OI �f9 y Ol 59 —+ AV£NIDA z Z O�O ^W^` 'V HERRERA 7RP an-077 % o , lb v c„ ro b n, ® Y' • ��` �• � a ® O b�a `�1 Q �•1° pla. �O � O o b � V UI � ttl A y �'ry ' o _ o AVEWIDA VELASCO R 3.ca,on Ln m 0 of ee u ° � � I 44 - E � J o 7 -O g _ - c7 ��► Os' .Q a* of .at n �2 • f — NO93MOO ry0/N3AD' o •J . _ f P J •� ao a W . a- asti v ••,J� o oo oN° ®qNj ®APi oOMi .8. oo wer - a. / 07 9o®®r0- POP -' am rai a k IS d� O �- -r Q J Q 0 n' r ' /L/ r�o oaa rul' n a M P h b w b zz ®�.•o/����®.® � O ®. ® ® a o p it0 O® 0 O /®� (g) p,s p ry: D �'al 0 m.Q N a .. +.T 00 os �. ay of of 4S of qp oS o9 d1Y11�� • p - 6rn O A k 0 �t',Y O ppmY h» r V� O4 re W ♦ pti 19 �4 yy O Y �a�j0 Ob • O U gll 4 Q. i Q Ci I -on (Dues oprueKr I � t);4 oTIJI-I'l, ks e4 s W OOSV73A rsa.� VOIN3Ar i a � o J� A n ' 0 O'bl3Ndi3H �'►-�•' VOIN3AV s' ® /��� I; �o ®®o '4 e Lki H N O N �' 0 h a. N a178` 0079 sr'rs OP-7770'A y V47/N3AV A d87S 9i-r9 se a a N a +0%07 We oev NNof !o v X78 I 4'6t•z t•z7 door A n W . v v V �! of e Z38////0�81 j;-E" gfraw5 a m m g mm � � i � o C L•Z> 06 � O ! 000®a� `o®©000 N ry N W � m � m h a IC"`� N• J1178 al O 0 7 9 errs Zr•z9 es s S• ^¢ vs oS os q/' � s 07JM1/VddVO O O ° C 4 VO/N3A V a y° a a w V ti ti A q r :r City of La Quinta The following. General and Special Provisions are attached to and made a part of Permit Number 7064 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 W') of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. :4* 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 (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog. seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated; such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided. to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO.7064 Verizon Fiber Optic Upgrade #20 W.O.0543 — 7PFAOBP - H 4014 / Install PVC Piping for Fiber Optics/ Calle Nogales & Avenida Carranza In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. 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 penmittee shall relocate the improvement prior to sign off of their encroachment permit." 4. The permittee 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 penmittee 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 and/or 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 48hrs 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 hour 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 PERMIT NO.7064 Verizon Fiber Optic Upgrade #20 W.O.0543 — 7PFAOBP — H 4014 / Install PVC Piping for Fiber Optics/ Calle Nogales & 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 (Ordinancel 8 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00.p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie. any 4 lane street) 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 anyway. 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.7064 Verizon Fiber Optic Upgrade #20 W.O.0543 — 7PFAOBP — H 4014 / Install PVC Piping for Fiber Optics/ Calle Nogales & 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://mutcd.fbwa.dot.gov/HTM/2003rl /part6/part6-toc.htm and http://www.dot.ca.gov/hg/traffops/signtech/mutcdsupp/pdf/CA-Chap6A-ChV6F.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. 7064 Verizon Fiber Optic Upgrade #20 W.O.0543 — 7PFAOBP — H 4014 / Install PVC Piping for Fiber Optics/ Calle Nogales & 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 locations. 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 permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number .b. City Business License c. Contractors State License Number 25. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 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.7064 Verizon Fiber Optic Upgrade #20 W.O.0543 — 7PFAOBP — H 4014 / Install PVC Piping for Fiber Optics/ Calle Nogales & Avenida Carranza 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 PJW. 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.7064 Verizon Fiber Optic Upgrade #20 W.O.0543 — 7PFAOBP — H 4014 / Install PVC Piping for Fiber Optics/ Calle Nogales & 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.7064 Verizon Fiber Optic Upgrade #20 W.O.0543 — 7PFAOBP — H 4014 / Install PVC Piping for Fiber Optics/ Calle Nogales & 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'/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. •For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the 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 •. PERMIT NO.7064 Verizon Fiber Optic Upgrade #20 W.O.0543 — 7PFAOBP — H 4014 / Install PVC Piping for Fiber Optics/ Calle Nogales & 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 pen -nit. 40. If it is the intent of the pennittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 8 of 8 0543-7PFAOBP VERIZON LEGEND 0 �L K 28' 9' 3'X5' PB 0D (TO BE PLACED IN FEEDER W.0) PL 1-4" PVC - 221' E/W -1.25" SD PL FDH 432 PL FDH 432 HH ASSEMBLY 36"X36"X36" M#11014049 PL 250 GROUND 124' W OW CF-TN CALLE NOGALES T _ T � � CO e— OW .. OW .6' Ys 3' N ZI lY ' Q ' U Q ¢ Z O > Q BURIED PLANT OBORE PIT QFIBER CALLOUT REFERENCE E NHIMH CALLOUT REFERENCE SUBDUCT CALLOUT REFERENCE 8 - TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION NUB (FDH) ❑ NEW HANDHOLE NEW MANHOLE (M Y SLACK I STORAGE LOOP III GROUND ROD :5«mm O CABLE IN CONDUIT POLE ANCHOR ® POLE DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —FA-- 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 }—F-}-F RAILROAD TRACKS --- CENTER LINE r.emr Iwr. wcaas snann rnr ow.�I Cee. n�emr � eb AYm r.r�m RVMrbM baa� Wes• 7wW1 b O®wr'rm � taRL 'i F>ry 0IFAM L6 Mar�e0 •FAIIAII AR9A. RAiC . CALIFORNIA mrmola t"ow ww• PB.4:578 Grid#£2 anaP cawrRw Rn LA QUINTA wme �a Fl[CIO ' LA QUINTA OS43 JF IIM a swOP TRAMP O84AZIMS oE,Raro— 7FFAOAF mr• JIM BISHOP SCALE o� OB729108 N.T.S. ' ffltn FDH Number CaLm" of RnrLae w H4014 ENCRCACHNFI fPon= . rnr FIBER mer. RCVIB 2 m 4 VERIZON LEGEND Au mar= AFILrcauvm cmass Dour I. THE 127@NOXV CO PANVNAS OUNOTNrA7TBTFTED To CORwECTLTLOG7EAIIm SmawALL E2a9TNO PUELaES AM OTTQIT&0WrffuCTVQ aTV VN.INTr OF THE WORK BUT TIOS COOAWT DOM NOT of44RAN7FHTNEAEAREAWOTT #LfOSTNUCRIREn ►AnDREOFTNe COIFANr TOSmO1VAu SIAL" UCruAW Of T®R COSOMCTLOCATION WILL NVr READIWS FOR A CLAIN FORM" WUMAND 7fISCOXTGC70If BILALL rereIIIOMSIBLRFVRAu MNAOES 10 dfBdTRIN:TVA® Nl2TilER SNONN OR Nor. ALL NtlRR SmAu COFgVM TV WM LAIESr EW"ON OF TNESrANDARD SPECPTCATMM MX ►UVMC MORNS AND SVPPLE/mr7S TNA.RVIV (AIRAWOC. GREEPOMM AND TO 7NSSrANDAQD ►LAND Alm dAELQICATIae OF FRDW IVIT OUtECTOROF►VSLICWORML r=v RIVrSSON! rD T E C/Tr ON COLWrVA"MWEV COO YIUXTmNDRAWMG BKALL RE/ADEAr THE LDSaIETrON of INS arrow COI/I/Tr'COIISTRUC7fONrNperTOAt ALL NPVGDMTRUCTmNMKVAROVROROVND JBNALL COMFORNW CTTrA=COUNTrZVNaOAIm SUBOA MON OAOPNAIACEa CMm7RVG71ow MOW JNARTE=4L NKNOVAVS ISOUB ECr TVA AlAXONNOF700JqWTOPFN T7aNCNATA 7M AND MAN NOURA BETWEEN P.COAMANDAMPRLUNLESSACL USA DFOAURf ALAMMMAre ONCITY SntWIRR, CL9M GUTTER AND BIDEXALLL IbuOND/O SIGIOPICANT COMPLETION OF PMO CON37RUMOK IRS CON7RAC7VR NLA IISNOVEALL USA ' 00 ALERT ALAIDLS NAOE ON CITY STREET; CLUZ94 OUT7100 AND SUIEWAII@ TO FACKITAMACCESS TO INTOmED LOCAITOIIS OF NORR. 7NE CONTRACTOR MVSrA►FLT FOR A TESUORAR►NO FAMONO IEAs? FROM 7NV CRLCWlffr7 FAISLIC MORNS OAPAR7LISFT. TRAFFIC eox FLANSSHALT.reFrrowwED AIm BaISavnre FORWVMWANDAPW "T CffVd=are oOlpiRtfCf.—;; FFFOECTINrROt PLANPREIAAwTONOUIDE+OML NO rNOCOELSECOTTVE MnoISeeTaL7 aILALL re fiOSEDL 2 eomrwerrELor/NTeeooANras►ReroRABxouRaaworwArcaorooNBTm/c�faLe a NOTPTA MS OP TSMUMT COWFRClflQO L/SOIS. AIm OrmERQROf/ND BERVICSALOAr(1403AlS1f7TJ TWO NVRIOIfO GrD /BLOB TOOaISIRf/C►IOIT. t. NOTPVLOCALPOW AND POLICE DEPARTMENTS 40 NO&W aAOVANCS TO COWYMMIMA 6 NOTFr DF AT _NOUJlV aADVwNCL' of COIm1RIN:TION. 6 CONTRACTOR TO COMMA STATE DIVISION OFOmDSTIAL SAR7YE AVATNa POW/r. MEC 04m OF THE eALvaewLwaoRGDoeL«TEDa+rs L.orxcoNaTRGGTovPVNRrsoGNorrLmrTwaaE�Amrr. 7. CONTRACrOMPE/MOrmreOWTIISJID W=ATALLrtom 6 7N4RICDCONTMDLTDLOIMAarwOlO 8rS7RPUS%BAIODGD4PLATNfgO7CASAPE'COUVCNTNR FERKM. a oD/NrmPcrlarwlm ATAfE1D.AL OBEDIS}O COMIaAN MTN rEAVOPM fELEPLmXH COIPANVpECDICATmNn f6 MNTNACTVRlVAA7V AL4Am P ORTVANVIMGVATOKVSUIPACONELNOI'ESNMSOEVNTVFMU >arOR AmRS FROST dECTmN 7NVCN1l7CNK COXl FJlM101m AMff TOR. ON:IMmDMG dlLAttre caaml/LT®TD DErErurrNe v rNa DErurmN Mlte eoNlalerWml ueLEa� it. NANOCLEANDOR PLLAROJOD TO REPLACED SOWRE COm PLACZAM OSP6Zbd2&=30I. IM IRCCASr KANNOLLOAND OR PULL DD.TEI TO BEBL'r ONAAODOTIMOFOIX (S)aCIO:S OPGOANOEROCKOR SAID NASA GAF fL'1DBDIZte1 AND DAP OII40041OCA. ICI AWOIOLESAIO PWA MOMS TV AS RACNEDTO VERLCOW MCCIRCATION IAYUdS OTNERITAEAIpWN ON OLTABS OAP OZZB483 M AND GSP BfI.TVOSIOCt K COMPLETED NALL"MOOM AIm N4M1IO X=KLCNQTMA(GRAOB TO CLCIDTG)TO DA OMNI, Is mumv CIADI TO re PLACED DIREenrREL.oNNITrIre DUarEIIITRANCPA. AIm OO appowre MALL. PROMNTfNISO fiwmANCC ICI BFL/TEA'aAE0 wumm ARSADO3ITo OIMR SaRA POLE aTAWmIaES WIN CWOXRTB AS AtOYUIED wnNPvu a amnia A. ILL OUTO/ANDANTS CAOU TO MAMA NBD•IUN OFm COSESS VGVTER OR.ADAND NOT LOTSLWFdApEtW O7NENINXa ICI aAOALNDAIAAG NTMRSIWDPVAED ROMDAD RA►AffAX NDT IPPJ7VVfLAC9, ANADAR/a7Y aamrm TR7 aaae TO IM0 MOWWON eo►Aa BELGNTISPODVOA® aL/r70r ORAOSOO PLaNLerB. ICI MpW CSNa1RTANOOR AI/RIID CABU CAXIRORpAm COYERLJAO/AfBIT rO MAmmLIS. AT AO' aR1rW ALDNO rammAfm ATANT OTMR PNArTWID'AE COWMal"EIIS MEDIA LYMON wreNAca M MAImASL. ALL LX IVW GIIYIFTCI MALmIPL TO AS I}-FVXlWCr 86-MM A}"DIIC7A Alm 1I'FVAraxr. M PMOSTNO VWCANTpRTANSOO1Tr/REO aMaO MS CONATINICTNWPSOa3A TQ:r NOATOA AIAAWfE{tEa a zi m CNmmTPIU IISOLmeefFARRAImA®CT/RMAC LOWER. OXAMAT7 TV POOOi/RpER aeARANGAPImEr OrrmrXtO[STRYCfIMeS OR PROPER LNrrRANCOafro AYmIOLQ . a wALDINvr aEAIIAIrsE orXaIeJ AEClas axALL rerAarwnvDAADVE.AaaW, aW BeamAwlmamrWlG ' WBSTRIKTIO� ODNXar BECONDARTQCVfE0.J BOMA x wLL RAaraFJra rrrANAD•mreENrAXm Nrrrl CIwOAm CONGS7SPER adP PRAC71CO Amrmm>, aoi Aa CONTRACTVRmvwRPr IALLTvN AIrD.OR TAU Tb A7m O/DUCT ►TRISCAIIIfHAPAXUAFYAMTa AmaevaEreNrs TD BS AECOAID TV iTIS NLWAS'!f PoOT. Ya AISCOR NPJP HAIL ro.YaAQwAYROmT70a0CCTO11wOJACSNTTOaOFRAHT�•"""'• a PAAce}•IOLTPROIT�R PAOL AOPEaLplCTOmfGT® AL AalO1RO1 HALL TmIdDINIX OFdTm LiAX01a aILAcre� sTRENCHINO fWND DA ALUART iO reLaINaT/VRaDOrTo eAXam. IINN AANDISSISlq wrormRw TPISFd DKN LISAL wr BDTx Ere# w CA60Ma Rl 71AVELAMOAt IZAORm ama CTNS AND GUM316 SIC H. SOOPOROPO111lpTplPoRIfOROCAOLC.eNKSKXO)WArre LOCATONA m AS DOTEaf/IED BV YFAIIOlAOrOETfDR CONTRACTOR CO RACA'ML fPLICE PISAIfHI pl/aNOIS eDAPLnm a CAMS IS_FAN._GALO.00 _: AW ua Fa POOr. a PARER®CASLAISN.ACEDaOPEII iRENCK aAIm BACSOOL watreET7tOE1D. AmmWOMOFrOEIOIF ' AND frASOYBTNACAAL6 fENCN AApv6l.mrerneIOG840D (APITM VARLET CE VANES 'RE3OWSUMACE WIGS Ra or JUMUCT STANDARDS Kom MpPDL MUST BECOP RATFRLAL RMOAE coAvxu EANDASHMLr . I��riiiR�1 ryprCAL NA/e7J(OLE PLACM309Tr WTM LArOML IN S/DENALN jaivirv LOUMINAmpmLE OOSiTNO OCCuPr MOM= 71 WILLPE % auer �PLa rTPICAL FOR USING EXISTING CONDUIT x VSR®IIAISIEC'TDR 7V COORDOW/SCABU oaIVERrYmPEAc®vr. rnNTACT CONITRUCrlON NOTI= Erma camr SmFT AnwmP PEPpa1A. 121.0MA0m 70ITM7oTO COLRIUCTMa TOpF/Vm.MUSIIL n®rcvourlalmurXt rOIW�ENINs YWIY/IDYIOf 1mY00YYISItODI JCS ANRUAERfIIm LAN1PGA/rISD 118E ASAO{.tCID TO imaY/ISFACTTON OFP'fON!RTTallo?011 NI�AL NASD PIOanpATerYOm roma n aftE ALAOB . TOLVPm rPor ®rwO TDAXIRmaIEA m¢+eTIM.LADiOPWaI TD x ITEPwTNOOra CDIaVIOI TVpEiYtGAfIaI Ol irISaALIUOUaTA. LcoTNarNwnATy AIID�®TAOYAAANBL'AIIIwT. aom eDIFo A W elNry aroWr. $7. eDlTrtmmoa wRt AEXrof¢ANrDAMAam aR o7TtElemeaBurmArm PRRPrwq PArEmrrABlmga RAISEDPArEQXTMAIDOSA. IADT AOYCEreIfrNau re O01IS7OT FAATAFACIN7NOPT10: /aOT�Ofm RASA ARNOLO•YffVORCem JNVVLVEA AL TwacreTPISCNTNAeraTS llEaoITISRIr►m PIDTDA7RAPFre rnwrMDa ANmMBGAAa arAu A sANDGNANrorrmlFlmt/C AIOIIf-0FF►ArAS OMMrmRrTJISOTwrR cavNrr, OR aaeAL7r: }rISCOSTISmreDPnLIDmaTTISA®PNres STD TNO LOC4LAungp x CONTRACTOR Malt AIDGI'T #AWMNOAr TTISTAOITR PeANror CammTASOBAXEAAEPLwCFD. NDLISaO >o rePTmY/DEDer rERO'AK rwAmllcr. RUO CIO 4a AUPISDID/S7RISUTfaN NraIS AXSTV=QXN WWTIA i-Xr RO XODA"Aff Ol VROM Aim NDrIMt AWLmoIm DErart rroR USING FJOR'T ma CONDUIT PLAN AOIDIDNNANYI TYPICAL RISM DETAIL BLIIRRrr7PE- "A0E7XV STANDARD CCAD W MON rYPRoFUTOMT CODA VART �Q PROF/LE 1 1� PWOPDXED t +� ffAfml/0U PROPOam w MORE TYPICAL vacuBRr L.ocare DErara INa+neaDewTo4EnAIS b aADIm NaQ frGLTwD aMrAXs IPI.DDX rLam BTTP m LRSAID AEPILL IwrO PSArrDCe4PLA NOISaLOCATIONAPA'DYaED} De 7tA4C-TOWONAL BLOCROYFJT flllOt lA�GeIS p I tACe ITN MaBA NQ NeT. PND GROUNDING DETAIL BORE PfT 6 NANONOLE PLACMWJfT DETAIL (NTS) BURIED PLANT OBORE PIT QFIBER CALLOUT REFERENCE El HHIMH CALLOVr REFERENCE 1 - i SUBDUCT CALLOWr REFERENCE r�J( TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FDN) ❑ NEW HANDHOLE NEW MANHOLE , (p Y SLACK / STORAGE LOOP 'III GROUND ROD ZSobm Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LIM FDH BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —F/L— FENCE LUTE ---- RIGHT OF WAY GUARDRAIL —CUM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WIR— WATERLINE RAILROAD TRACKS --- CENTER LINE c.A...A�N� A LA4 ArIMNMoa RdwbM. �A W.• TYna b Oawb-PIG M.YL M Tov DS/NAM W NASMIOO CID I CALIFORNIA mvmlDSe TInWSiIIA• Pg.*:S78 Grtd#£2 CTRA CLMIIIOL NCI LA QUINTA 11oN tmlfEle omt LA QUINTA 0545 J�irR s s oP 7PFA0BP D a1 7FFAOAF Jlm BISHOP e.m poJg9lp6 N.T.S. FDN Number GaY1T7 0o NIvaISIDe N4014 VERIZON LEGEND CONTRACTOR NOIw ALL NOTES APPLY UNLESS CROSSED OUT t. 79E TEEAPMONE COSPANYMAS DILDENnVATTELPTED TO CORRECTLY LOCATE AND SNOW ALL AMMO PIPMAVEB AND oTNm suss R mmotED Or ME YKMTrr OF THE NONE, BUT TWO CQIPAWr DOES NOT OU4RAN7 ZnMREARENOO"UNS&JSSTRUCTLWM FAILURE OP7HE COMPANr TO MMWALL SUBSTRUCTURES OTT®R CORRECT LOCATION WILL NOr DEAdWS FOR AC AIN MR LRTRA WOMNAND TPWCOWrWACTONSMUNEMWSPOIMELA ALLOAN4CES708LWrJZ(lC7VN=3V7EVMRSIIOMMDR Nor. - ALL NDNN SMALL COMORW TV TFELATESrEDMON OF THE STANDARD MEC6JGMOK7 FOR PUBLIC WDRNa AND SUPPLEMENTS TI@RffM (APNAUOC. OREEN80)VAND TO ME STANDARD FLANS AFD SPECIFICATIONS OF FO! IBTN TTE ETIRBCTOR OF PLl6{/C IIONRe. , HQD MVWONSTO7MECPY OR COUN/r RMER'ED COEfDACTAOAI DRAWOO MLA" NEMIDHAr TIIEDSCAUrMNOF INS CITY OR COUMrCONSTRUCTIONOrSFECrVa ALL NEMOONTRUCTMN(A ABOVE OROU"ANURTENANCGI/MALL C0mmuor To CRTANUCOUNTYZDANMAND SIWatvmf tlOORMNANGEa CONdTRUC7ION NORRDYARTEM"P.GfIWAYSISOLWECT70AN1WNUNOF20OFOOr OFENTIMMMATA 731IEAND BONNNOURS BETWEEN ROO ANAND 49G PL. UNLESS ALL USA DPOALENrKARAS MADE ON CRr STREETS. CURE, BUTTER. AND SDENALN, ROLOI"NO SICIERCANT CONPLETICN OF HELD CONSMUCTFm THE CONTRARoR BUSY lESIOVE ALL UM Oro "ENT MOM BARD ON ""ATREET; CUAM. GUTTERS AID SIDEWALKS. 70 FACILITATE ACCESS To INTENDED LOCATIONS OF WMD. TTE COMTRACTVR MUST AAM.Y I=A 7ELPORADY NM FAN7DDG PERmUr RtWT 7MS CRVOOGN PUBLIC MORID DEDARTSENr. TRAFFIC CONTROL PLANS SMALL LE PREPARED AND SUBSl7rTED MR NEVEW AND APPROVED BYRE CIT17CODIrd OOIdTRVC7TONTNARJCE CONTROL PLAN PREPARAMOmaLaCELOMM NOV" armaemoNvn SMALL LE CLOSED. L CONTACT 72 EPHOAN COSPANI INSPECTOR SS NOUNS INADVANCE O'CONSTRUCTION, A NotTTIALL V7RITES, OTTER SWSTRUCTam,USERS, ARE UNNDERGROND SERVICE ALERT n-6024=41JW TWO RO XISM DATE PRIOR PO CO'gTRVCTMNl4 . A. NOMFVLOrAL ANIZAD POLICE DEPAMAENTS IS NOUNS Of ADYANCB TO GO"TRRICFICN. a NOTIFY OP AT _NOURSOVADVANCEOFCONSTRUOTOOL a CONTRACMA TO OBTAIN A STATE DIVISION OF DIDUSTRLAL.SUN" EQGYAMON P011201.(SEC SOLO OF THE CALOmOIOA L.ADOR COOS DATED ]..i71 LOCAL COI"/RUL7NOSPERMTdCONOrlELT7M/d REGUOfBL7Nf. I. CONFRAC OMPE)tWTMBEONM@JOBM=ArALLT=m A, 7RAFRWCVNYJMTVBrAUMTAI MArYSTRPM%NADDCAD$PLAMN4ETMASSPZCO=ONTIE PERI T. a aDN+YrRnerMNANmrATcwL.uaEDIDTooaiwDRNwmrvamaoNSELEr�MDIEODAPANrwEcmeArroNa Id, CONYR4C709TOLAVOUTNAMIRLEff PSU RTOAM►QCAVATIOXWSURPACBAPASOPJIOYTSOMATRNVB PETORMDRBFRONSEC77OVLANOTWSIMNM. NOTIFY 793EMMNL'DpPEC70a EIIPGOREEDIMSHALL" CONSULTED TO VEMRSURE IF TIE DEMAMON WILL COVINUCT WITH CABLE ORDERED. 11.-MAMIOAEANtrORP'RLLBOEDTONEPLACEDOff R MWPLACENEWE GSP0224CC2,2043.01. IL PREGDrAFAMMLM AMP ON PULL BOXES TO &ff aDrONA BOONVIS OF NAM MOM OF COARSER"NOR SAND A&IM GSP SffiQ6A284 AND GAP 611,20GO10CL IZ MAMMIES AND POLL BORN TO BE RAGED TO VERIMN SPECIFICATION UNLESS OTHERWISE SHOWN ON DETAILS QSP 62=4026204 AND 641P D7I4OD4I0CA. K COAPLCTED WALL THIODEJS AND MANHOLE NECK LENG MS(GRAM TO CERANGI TO BE SMONK Ia FULLING IN DADS TV REPLACED MVCTLrPELOW FUTURE DUCT ENTRANCE; AND OR OPPOSITE WALL IRON FU7UR DUCT LDVTRANCE Id. WLICBEIORswxIDNARe JDBED To orrmRAON 1, POLAA, ONNAMINm WrTHCOAD amume wrDPEDWI HFULLMSWAB A. ALL O/rren ANAOR NIREO CABLE M mVEA MRNa1W or] CCA'R BELOW MNfER ORAO AND, NiOW LIFE IROAM AFEMBCED ortEA1 NSF. to IN ROADNAVAREA WARD PROPOSERSUVRO,AD BASE NAB NOT BEEN PLACED.ANAOOMDNAL EAINEON 087 DMES TO INV BEDAUB CDVER BELOW THE Oft P GU77R CRISIS OR PLOWLAE. IS, ANOWMIDU/rMPORAOVEOCASLEG GROUMOCPVR L--j SNTTONBOIOL®.Arw DNTFRVALS ALONG TREMQN ANMATAN► OMEN POINT WIPRE COVER DPiE1S SIAMIANNYLr FROM AVERAGE. m AUNmELAumre7sFnRLwWnresaoc rANmmmel}-wNrNMer s�'FaRaj PGeracArm JV FOR iDIICr. .ri OmsTRNO VAGNYOUCYAREDNSffrRRD OCOfG iNE OOISIRUC7rWNIROGi'a1.77MINUSTNE ATAADIELLl7; a LDOATOG COIDUT WAL AEOtOtF RrAARA/MLENTlRNAG LoRR, DRAPL V7TO FLWIOf IROIFR aAARANeBINm.ranmraNarRuenAemaW PNDwR RraA1lTBarrD AMIOA7LLS JUL •ADAIIULICLEARANClOIMR(SIIIICIEe SILLALl Nl NAGTAO/IDASOK;AT30W. OR fJS@H AID EJIIdWNO SUBSTRUCTURE. (ESSONSECONN1ARrRGEPTIDLR M w.. RAM LAGS 1rIA1V SOAMLW[RGAm IIITN CLl7eIDGOMpR'lEICROSIIRACTPCL'R:bt0601 AS, CONTRACTOR TO VENPr WALL TO WALL ANDOR NALL MOM OFDUCr ATRVCIVRENEAAUAEA®Vra NEIS(NGIfENFS FOIE RECOIRDTOTTEMlARDi MOT: S1v SNw A.�DnB L NI-^_r REL= .m RECORD NEW WALL M WAIL APASUREMEMD D S2CrlOff IACJ7Nw TO DTES"AAKNOL >A PRACB}TDLYrAG►rLNre PAru APPEOOUCTNND/GTFD BE. ADQMA WILL TRlCNDEad OFREFI DASOD AMN m tlND Mf.IURRI }O RLONM OR MRCED ONTO CAAOIO. IWKN SINO/S1/®,IRDN�ITMR6BIC'M TRENCHING AFJL IT IOfM EIIOS OP CABNI a M. Mfamumo MFEOO77EDUADDrQNBAIMoVMQ.ETC >r. NavEDR aFEMTRnroIMNDURfID CAME, aFveBN'rB7 rArvraaGaELDGArmwAmR BErEInmEv Br YENraDwnraPEeTD2 eowrRAcrar m NACTPIL.PLICE PWDAPTRAKIMNIO N COIPIl7lD, >L GSLBS�PAO._GAUC$MA TAIMW.IR Mprw� SL PNNID CAMS SPYCEDOOPEN CREAM. SAID Mf.IWLL WILL"AlRRAED IIDaMIW OFTREIOW AND WAWM TTECAALE MENCN � M RTYPN tOO IM (APWA). K VER MUMSECMTOCOMM MCAMEDgLimY PLACFNEN►COWACT ' TL MOLAS PRN/IItDSTARTER CONVIRUCINOK TELENNMMNLWNBER - 16 ANRUBR►ARDLAAMtWApLO WILL REAIPL.ACEV TV TNVA44/MPAC7MN OPPROPENYTONIVOR ODYYEKSVW►ALAORCr: AS mAVMOSTOCommm UDOEL'UiCARMNOF7NV r OFLAGVDrA. $7. CONTRACTOR IDL NESTORBANYDABAGED ON 07IBMWIW OBLITERATED STWO4 PAVEENTNBDOa OR NAMES PAVERENT NAM09E, PLINYADLACf1®M SMAu BE PORE M THE AATSFACIWW UP THE NUMCPALITY OR COUNTY AIMS,VEa A ITWILL BETIE CONTRACMRT/ITE71YOfdDf{fTr TO PROVIDE 7RAFFIC CONTROL ARROWSOANC ON ALL ALICR ARTERIES AND ON ANY DMmR PUBLIC NOHTOPWAYAS DIRECTED AT INS "AM eoLMNn: OR LDCALIVTMOR .TAB COJrSMR wlv....anOMDNm PNICB as CONTRAC7ON SWUL ROUNT NOEINOArrTE70S7TE mmGlrwAD BAeEARnwcm NGNraaro TD BEPROYDED e. rENmRLL Aa ALLFmRDasTTmeGMMIra/BewRe7DoeoNODDEDNBNA}'X�aROOIOAODI1ADAroIRPuwWEe rAE. u oNNs 42AB HEIGHT 20" DEPTH 24.5" WIDTH ❑E PEDESTAL MOUNT 1441216 FDH 42" HEIGHT 20" DEPTH 24.5" WIDTH w 75 LBS. 7] PEDESTAL MOUNT 2161288 FDH 4B" HEIGHT 20" DEPTH 31" WIDTH 115 LES. PEDESTAL MOUNT 432 FDH 8" X 12" OPENING IN. PAD 42" PAD FOR FDH 144, 216, 288 & 432 CABINETS BURIED PLANT OBORE PIT QFIBER CALLOUT REFERENCE NNIMH CALLOUT REFERENCE 1 J �U( SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION NUB (FUN) ❑ NEW HAKDHOLE NEW MANHOLE (M Y SNACK I STORAGE LOOP --jII GROUND ROD 25o1Rn 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 -FIL- FENCE LUG: ---- RIGHT OF WAY GUARDRAIL -COM- COMMUNICATIONS LIKE -ORN- STORM DRAIN LINE -GAS- GAS LINE -PWR- POWER LINE -SAN- SANITARY SEWER LINE -WTR- WATERLINE {-�-{-} RAILROAD TRACKS --- CENTER LINE wo..en Nals ASNIa Q1AIQiT"tY flwwaNW CVAA wa0� • DIA AYIA 1AIdrWa R�MN b M W�AYrb1.• Tway b ANA.W' wN w.rL PS AaIb AIwAt0. Namrem C.o 114*0-z".'L600 CALIFORNIA MVOID•t TIIOYIIG PINE• Pg.g:878 GTId#f2 LA QUINTA —LA NUTRIA 1 0543 lablo OCJICA). Topos Lanoth Clllatla lar lompotaty Ttallia Conical lanes Speed 6 on,lh) Mmlmurn lepu Lengllt" lot W1dlh of 011.13.0 nr (wl I4o101ou L (m) Shining U2 (at Shoulder U2 Iml Conlllcr' U7 Im) 011 21 t0 1 7U 40 27 15 12 70 6U 60 20 10 70 60 04 42 20 OU 70 16U 70 67 70 gU I IOU 00 60 00 00 207 lot OU 20 100 225 117 76 7g Ilot 240 124 07 70 )Aoolmem ehmmeoct, sputiq Iq a0 speeds on ona•Ianetna ay lapels is O.trn (20 0) Meormran ehanneluat spacng lot e0 speed& on downsuoem lapels is 0.1 m(200). AO other lapels eta es slmen. "Use an Inlnmedlalo aml stroll -lams inciads las lapel end tangent sections vAlera Theta ale no pewmanl mnkings d %note Ihgo is a conOkl Uetmen eoislmg pownlenl markings end ehanottilets. On Stale hipherays a spacing of 7m 110 0) Is meommendad lot taper and tangent sections Invent on TA-71 and 7AJ2. ' laUlo OF -lot M0.1.1 m Spaelno of Clmnnolhoe Spodng Speed Ikm/hl tAaatmUn, Cnnnnollaa, St—Wil lelror' Iml ].:.goal m) Coniocr' Iml 7U 6 12 7 40 U to 4 50 to 20 • oil12 24 70 14 2e 7 00 10 72 U 00 tU 76 0 10D 20 40 lg 11U 22 44 11 tAodmum elronnonzel spacing lot a0 speeds anono4anottwlr-sway lapon, is O.lnl (20 n). Monmonl dmnnetiam spamn0 lo, no speech an O.—Octem 1.1 ma to 0.1 no 120 a). Al duel topma ma es amen. - Uso an idmmodalo and shod -tom pta{eeh Iq lope, and lan0anl aections Wioto theme ate no pasemanl mmkings of memo time 1s a concoct laahwen eoielmp psvamenl mgkin0l and chennchcolc. On State highways a epadn0 d 0 m Ito (1)Is feeomme,dod lot leper and Tangent sections at— on TA-71 end TA-72 NOTES U3 D y- 30m to 100m 30m to 100m • • rd, • • • C!i��///I L L � • • Unless otherwise specified in the special provisions, all temporary warning signs shall hove black legend on orange background. California code are designated by (CA). Otherwise, Federal codes are shown. SIGN PANEL SIZE (Min) 900 mm Y. 900 mm U 914 mmx914mm © 750 mm x 750 mm ❑D 914 mm x 457 mm TYPICAL SHOULDER CLOSURE ■ 30 m • 150 m \ SHOULDER SHOULDER SHOULDER TAPER Rono l°soRK WORK CLOSED A © SHIFT= U3 C14 (CA)� W21-0 W21-5A See Note 3 NOTES 1: Where approach speeds are low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with at least two flags for daytime closure. Each flog shall be at least 400 mm r. 400 mm in size and shall be orange or fluorescent red-oronge in color. Flashing beacons shall be placed at the locations indicated for lone closure during hours of darkness. 3. A C14 (CA) "END ROAD WORK" sign; as appropriate, shall be placed of the end of the lone closure unless the end of work area is obvious, or ends within a larger project's limits. 4.If the W20-1 sign would follow within 600 m of o stationary VIf20-1 or C11 (CA) "ROAD WORK NEXT MILES", use o C20 (CA) sign for the first advance warning sign. 5. All cones used for lone closures during the hours of dorlcness sholl be fitted with retroreflective bonds (or sleeves) as specified in the specifications. 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 ]A 8. The maximum spacing between cones along a tangent shall be 15 ' m and along a toper 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. 10When 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. VERIZONI LEGEND BURIED PLANT 0 DORE PIT QFIBER CALLOUT REPERENCE ElHHIMH CALLOUT REPERENCE CALLOUT REPERENCE 8SU13DUCT TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUU (FDH) NEW HANOHOLE NEW MANHOLE (LE) Y SLACK I STORAGE LOOP —III GROUND ROD 26ohm (j CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY { }- RISER DETAIL T GENERAL oees 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 i-�—t—} RAILROAD TRACKS -- CENTER LINE e-vuee 414e,4e11 et n.. oww,.ewe rw...car.. a oh NM tawwn�usn `a.a„n le a.vns.` Mn w NIL ew your qp NM 1.0. grnMl,ra, I--- --- CALIFORNIA o,vhewn, ,nolw oumsl P11,H1 ' GridP. erne hwrelasu ) aatAn Poll H AA, Advance worning signs, See Note 1 �— 30m to 100m +30m to 100m 30m to 1 tip ROAD WORK RIGHT LAI AHEAD CLOSED RHEA ❑ 8 W20-1D C20 (CA) (Rt) See Notes 2 and 4 NOTES O C20 (CA) (Rt) I. Where approach speeds are low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Each advance yarning sign 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. Flushing beacons shall be placed at the locations indicated for lone closure during hours of darkness. 3. A C14 (CA) "END ROAD WORK" sign, as appropriate, shall 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.It the W20-1 sign would follow within 600 m of o stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use a 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. TYPICAL LANE CLOSURE See (able bG—.Y I I — b O b O b ® b 0 O O to b o WORK AREA z- 0 See Note 7 W4-2R See Note 10 6. Portable delineators, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Floshing arrow sign shall be either Type I or Type 1 1. 8. The maximum' spacing between cones along a tongent shall be 15 m and along o toper shall be approximately as shown in Table 1. 9. For approach speeds over 80 km/h, use the "Traffic Control System for Lone Closure On Freeways And Expressways" plan for lone 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. 0 m � 150 m 11 \ ENU ROAR 1TOR C14 (CA) See Note 3 SIGN PANEL SIZE (Min) A❑ 900 mrn x - 900 mm �B 914 mm x 914 mm © 914 mm x 457 mm Table CCAICA). Taper Length Clllaila for Temporary Tlathe Centralization Miatmum lapar Length" lot Width of Offset 3.0 m IW) speed S Ikm1h) MoralnD L Im1 shining LR Im) shoulder U] Im1 cannleC' U3 Im) 311 21 1U 7 30 40 37 l0 12 30 50 60 29 to 30 GO 94 42 20 30 10 150 79 63 30 so 100 g0 60 30 Po 203 l01 230 A 225 113 75 30 111) 240 124 0I 7 30 . Maximum ehannei'Ixef spacing lot ag spends an enedoneliva—if lepers is 0.lm (20 111 Maximal chennabter spacing lot d0 speeds on dwlnshaem lapels Is 6.1 in 120 0). All olhertopers are as shaven. Use on intermediate and shon-lean prolects let leper and tangent sections vAiero %hate we no pavement matkinp of YA$ele theta h o contact bolvraen 0x1311no pavement malkings and chan11a1txel.. On Simla hlghaays a spacing of 3 in 110 n)is recommended lot lapel and tangent sections shwm m TA-31 end TA-32. NOTES Unless otherwise specified in the special provisions, oil temporary warning signs shall have block legend on orange background. California code are designated by (CA). Otherwise, Federal codes ore shown. LEGEND a Traffic Cone Temporary Sign Direction of Travel Flashing Arrow Sign (FAS) 6-0-0 FPS Support .or Trailer Portable Flashing Beacon Table 6F-10i Maximum Spacing at Channallcer Spacing _ Maximum tharmebxa spacing let 10 speech an ono-lancll ,ay Isom is 0.1m 120 U Maximum ehannehael spach$p 101 an speeds on dptmaheam lepers is 0.1 m a0 n1. All other lopars are as shOML •' Use on Imutmedelo and shoe -term poleels for leper and IanpeM sections v0elo Ihno ate no peremeni mmlungs 0YAela (hero is a contact boe mm existing paramtal maMM and chunnehkers. On slat. NgMays o spacing of 3 in I to n1 is meemmended la tape$ and langers 5sctrons sh.1m on TA•31 and TA-32. MUTCD 2003 w/CALIEORNIA SUPPLEIAEN VERIZON LEGEND BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE /El HHIMH CALLOUT REFERENCE t . ' SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER, DISTRIBUTION HUD (FOH) O NEW HANDHOLE ®n NEW MANHOLE Y BLACK I STORAGE LOOP III GROUND ROD 25ohm Q CABLE IN CONDUIT AERIAL -� POLE ANCHOR ® POLE -- DOWN GUY RISER DETAIL GENERAL Q PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE -♦_OP— EDGE OF PAVEMENT —FIL— FENCE LINE -- RIGHT OF WAY GUARDRAIL Co COMMUNICATIONS LINE —DRN— STORM DRAIN LINE ._,Al— GAS LINE —pWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATERLINE }—}--F—} RAILROAD TRACKS -- CENTER LINE Mallrn alfYailr MYw alr•rllre�n :.ar .rem,.. a ors Al.a1141,a1awY0f1 N.TM.Io M Iu11rC ar1r,. •haatl ao anwwM• Mn walla. eM xwl ae NNt La. N,anaMr �Ib Call r 1.000-227d600 uan r, anti Va NLell ANIA eTAIY CALIFORNIA mmloni mc mowaavr PS.tt: Gridli: hear or co4mo�no, time CaNT1N eACN, ncsoao an an JIIA RIFHOp " ^^^•'•• n o.l.. oeaao"co av, ' acAlE on JIM IIISMOI• N.T.S. POM Numbs raw N VERIzoN LEGEND LEGE14D Traffic Cone 1 emporory Sign �= Direction of Travel ® Flashing Arrow Sign (FAS) 415-0 FAS Support or Trailer Portable Flashing Beacon See Note 4 C14 (CA) L''RII ROAM -TOR D Table OCJ(CA1. 7apor LonOIll Ctlletlo for Temporary Trsllio Control Zonoa speed B Ikmlld Minimum 7apor Longlhl for Wldllr al 011aol 3.G nl iv Morglnu L Put shllllnu u2 Iml 81r0o1dot u3 Iml conlllcf' Lit Iml 30 21 to 7 3U 40 37 lit 12 30 60 00 20 10 35 Do oe 42 20 3g 70 1GU 70 03 30 00 IOC Do GU :10 Oo 703 lot 00 30 too 221 113 71 30 110 240 124 11 03 30 Maximum chonncksxl spacing to O0 speeds on oae•lon -leeway lopets 1s 0. Ira (70 n) Moattem mennoluat spacing Im all spoeds on 01WA131100M report Is 0.1 m (70 6). All othot lepers wo as shl . "Uso on Inlennediato and short-term p101aeIe br toper oml tangent sections Mute there we no pelemenl malkmgs orwheto Shard is a conflict balween existing posemanl makings end eMnneWols. On Biala highways o spacing o13 on Ito 011s loeommendad lot toper end IatpeM sections shown an TAJI and TA412. Advance warning signs,' 30m to 100m 30m to 100m I 30m to 100m m 0 dL 7ablo GF•1o7. Maxlnlunl Spacing al Channollror SpeclnU Speed Iknrlld Moltlmum G,anne1r1a1 tine clll lapel' Iml lunge,, Ind Conlllcf' Iml 30 6 12 3 40 0 IS 4 Go to 20 G Go 12 24 0 70 14 20 7 all 10 32 n nO 111 36 0 IOo 20 40 to 11P 72 44 II 'Modicum eheenthxel spacing lot all speeds on one•Iallcft o- y lepma Is O.lnl (20111. Mevinrutn chansda r spacing lot e0 speeds en doenshamn low. Is 0.1 in (20 n1. All mutt lopme Oro os elroen " Uso on lmatmedole and ehorl•letm pic(acls Im Islet and IorlpaM eachons vAuto there ne no paromonl laaikings or wMro Ifuno le a cenaicl lelween existing pavement mmkin0l and ehanndleon. On State IdglmW s n spacing or 3 or (10 n) Is tecmnmended lot toper and tangent sections above 1 en TA-31 and TA•32. * \ a*\ Min A 60 m ROAD WORK d1GHT LAN RRiw AHEAD CLOSED See Note 8 RHEA ❑A O W1-4L W20-1. C20 (CA) (Rt) See Notes 3 and 5 MPH D W13-1 See Note 9 NOTES 1. Where Approach speeds are low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. At 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 hovel shall be equipped with of least two flags for daytime closure. Each flag shall be at least 400 mm x 400 min in size and shall be orange or fluorescent red —orange in color. Flashing 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 of the end of the lone closure unless the end of work area is obvious, or ends within a larger project's limits. See Note 10 See Note 8 Minnommom See Table 6C-3 ' See Table 6C-3 W9-3 CEIRER LANE CLOSED AHEAD B .ZilfllP aT'•.�tttthl W20-1 Advance wornino signs I O a ® I 0 to l0 O 0-0 10 0 0 00 — WORK AREA k 5. If the W20-1 sign would follow within 600 ITS of o stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use o 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 relroreflective 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. Floshing 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. W1-4R MPH I D N13-1 See Note 9 10. The maximum spacing between cones along o tangent shall be 15 m and along a toper shall be approximately as shown in Table 1. 11. For approach speeds over 80 km/h, use the "Traffic Control System For Lone Closure On Freeways And Expressways" plan for lone 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, a W4-2 "Lone Ends" symbol sign is to be used in place of the C20 (CA) 'RIGHT (LEFT) LANE CLOSED AHEAD" sign. SIGN PANEL SIZE (Mill) A 900 mm x.. 900 mm 914 mm .. 914 mm © 750 mm x 750 mm OD 914 mm x 457 mm TYPICAL LANE CLOSING W/CENTERLINE 4 (CA) D See Note 4 NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall hove block legend on orange background. California code are designated by (CA). Otherwise, Federal codes ore shown. MUTCD 2003 w/CALIEDRNIA SUPPLEMENT BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE O^ HHIMH CALLOUT nepeneNCE SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FDH) NEW HANOHOLE M NEW MANHOLE Y BLACK / STORAGE LOOP --{II GROUND ROD 25ohm Q. CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE GOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® BPLICE 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 LIKE —OAS— GAS LINE —pWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE . —}—F—t RAILROAD TRACKS -- CENTER LINE haawunl R Wo- Mason 4l\baa11 NY..Mwnawal aas.,aa.h... olv awn r.nnw.wa HYerw, W M IanwA e,la,a •IMnll la n.a.vas.•vdaMnad. x y.,, pie NM Lo. M,na., a.m CALIFORNIA mvrseni lrw,w wloas PF)JI: Gridff: CRT er C"NIReI Ro. wRlc PlrieN sum 'alelala el, ^'^MO1••• an JIM BI'iHOF " n..., •' osaeesu en SCALE aT JIM alti HOt• N.T.S. FDH Numb vnta H VERIZON LEGEND I r-r_rmn IO Traffic Cone Temporary Sign •— Direction of Travel ® Flashing Arrow Sign (FAS) 6-0-0 FAS Support or Trailer ' I ` Portable Flashing Deacon 7 able 0CJ1CAl. Jena, 1-mullt C,tlod. to, Temporary 1r01Io Conant 7nno. Speed S (km/lt) Meant— lapel Lenclaw tut Wldo. of 011wl 3.G nt fW) Malting L fell Shlltlug U2 Im1 Shoulder U3 on) Conllicr' U3 Intl 30 71 to 1 311 40 37 11, 12 30 60 60 211 to 30 60 04 42 20 30 70 160 70 63 30 80 tog go Go 30 Go 2W lot oil30 100 725 11a 7G 3U 110 240 124 OU 10 Warimun ehn-wite, spacing for all speeds an one-l-ellwoway lapels Is 0.ln 1200) Martinelli chennootes spacing lotall spaads an dwnsl,aam lopo,s is 0.1 m (20111. All other lepw. ate as Shown. oe Use on IMallltadala and slall•lerm plolocls lot lopol and letlponl soclions Maw Ihow we no pewmenl melkings otwowa ltivo is a conflict Uelveaan existing pawnimi nul ngs and CINIM011-1a. On State Itfgltways o spacing of 3 of 110 0) Is tecommended lot lopof and tangent cocoons sltwm an TA-31 and TA-32. lnldo eF-10L Maximum SpaclnU of Channellaat Spacing speed IMalld fdnalnwm Cemmabtol Gpaclna lapel' Iml lenpanl I.1 Conflict-' Iml 3U G V 3 all U t0 4 W to 20 GU 12 24 G 70 14 20 7 00 16 32 U 0U 111 36 If100 ZII 4U IU fill 22 a4 11 Maximum ehanno6tet sltaernt lot n0 apeeds an ma4men—asy lapel. is a 1.1170111. fAo...lum channeetct Spacing lot oU spends a1 doannlasn legal. is GA m (206). NI nine, lapels age as ahoms " Iho on Inlanmdote and shod -lean Projects lot lapet and Impanl scams vAata Iltao eto tw /memenl wenlungs of VAlwo Ila,o is o contact between onetng Wwmem makinlp andchonnowen. On State Icghmirs o spacing of 3 an (10 (1) Is tecoonended tat Islset and tangent sections shltw, on TAJI and JA•32. TYPICAL CLOSING OF HALF ROADWAY See Notes 3 and 5 C20 (CA) (Ll) C20 (CA) (Ll) U;F7 IhHG LEFT IhRC CLOSED CIASED hllEAll hIlEAO O. D 13 �n W20-1 ROAD IYORI( AHEAD 0 o o �—� ® —ra— ® 0 --'W 0 1v — — ®F 70-- I I O o O Advance warning signs e �`' ® u Io D gv See Note 1 Advance warning signs, v 0 U to to fo re b See Note 1 I I o rh c a % ® n WORK AREA — 30m to 100m 30m to 100m 30m to loom 0 m R 0 Yt ij♦ h 0 D %r C14 (CA) \ 60 m\ ROAEN SOA ROADS ® Q WORK LAI N VI-4L AHEAD CLOSED See Note 8 See Note 4 RHEA F 10® SIGN PANEL SIZE (Min) w1-4R W20-1 C20 (CA) (Rl) W4-2R gXX See. Note 13 O 900 elm x 900 elm YY NOTES See Notes 3 and 5 W13-1 See Note 9 14PH © th I NOTES 1. Where Approach speeds are tow,.odvance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Al least one person sholl be assigned to provide full time maintenance of traffic control devices for lone closure unless, otherv7ise directed by the Engineer. 3. Each advance warning sign in each direction of travel shall be equipped with at least two flogs lot, daytime closure. Each flog shell be at least 400 mm x 400 mm in size and shell be orange or fluorescent red—oronge in color. Flashing beacons shall be placed of the locations indicated for lane 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. area is obvious, or ends within o larger project's limits. © 914 mm x 914 men 1113-1 ' © 750 mm x 750 mm See Note 9 OD 914 mm x 457 mm 5. If the W20-1 sign would follow within 600 m 10. The maximum spacing between cones along a of o stationary W20-1 or C11 (CA) "ROAD WORK NEXT tangent shall be 15 m and along a toper shall be MILES", use o C20 (CA) sign for the first opproximolely as shown in Table 1. advance 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 Lane Closure On hours of darkness shall be filled with Freeways And Expressways plan for lone closure retrorefleclive- bonds (or sleeves) as specified details end 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. Flashing arrow. signs shall be either Type I or Type 11. 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, o W4-2 "Lone Ends" symbol sign is to he used in place of the C20 (CA) RIGHT (LEFT) LANE CLOSED AHEAD" sign. Unless otherwise specified in a specie provisions, all temporary warning signs shall hove block legend on orange background. Colifornio'code ore designated by (CA). Otherwise', Federal codes are shown. IAUTCD 2003 wf/CALIEORNIA SUPPLEMENT BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE , HHIMH CALLOUT REFERENCE �El ( - J BUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DIOTRIBUTION HUD IFDH) ❑ NEW HANDHOLE ® NEW MANHOLE QBLACK I STORAGE LOOP —III GROUND ROD 26ohm Q CABLE IN CONDUIT AERIAL —( POLE ANCHOR ® POLE —� Dow" Guy RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB PACE —EOP— EDGE OF PAVEMENT —FIL— FENCE LINE --- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —ORN— STORM DRAIN LINE —GAS— OAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE {—�—t—} RAILROAD TRACKS -- CENTER LINE In.Pe,uatN Ma1len.le,ala,l el tn• o.••. tol sees Nealra. • Ol. At.ls...euSS.uen nemMl N M Iswwa erwve •�w,,,l.le W w,M' Mn M,dK for rwrl ao NM Le. kwe.el wet vsns:on .Saw ssA,a. CALIFORNIA olvuwn, ,nerve cues. Pa.;. GrShcl: GR, et COnMOl rO. wr11G GaMW lip.n ascltt rtsl.oso o,. ^�^^•••• Jim n1:iH OP „•Geawrae tin Jllfi nISHOP SCALE N.T.S. pat hum6e rose H VERIZON LEGEND NOTES Unless otherwise specified in the special provisions, all temporary worning signs shall have block legend on orange background. Colifornio code ore designated by (CA). Otherwise, Federal codes are shown: See Note 3 C14 (CA) L'RD ROAD ITOR a LEGEND o Traffic* Cone O Traffic Cone (optional toper) Temporary Sign Direction of Travel ,1= Portable Flashing Beacon • p, TFlogger Closure: Cones or barricades 0 Advance warning signs, See Note 1 G O loom 30m to loom . 30m to loom 3nm In lonm _ O I` ! 09UN ROAD AIEAD ROWORK W20-4 A❑ U W20-1� See Notes 2 and 4 IV❑TES C9A (CA) \3-4 BE REPARED TO ❑ TOP B o C29 (CA) See XXX FT Note 10 n 0, T See Note 7 30 in Max See Note 11 1. Where approach speeds ore low, advance warning signs may be placed of 90 m spacing, and closer in urban areas. ?.'Each odvonce warning sign in each direction of travel shall be equipped with at least two Ilogs for daytime closure. Each flog shall be of least 400 min x 400 mm in size and shall be orange or fluorescent red —orange in color. Flashing beacons shall be placed at the locations indicated lor' lone closure during hours of darkness. A C14 (CA) "END ROAD WORK" sign, as oppropriole, sholl 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. If the W20-1 sin 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 warning sign. All cones used for lone closures during the hours of darkness sholl be filled with retrorelleclive bonds (or sleeves) as specified in the specifications. Portable delineolors, placed of one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL C37 (CA) TIlArrlC CONTROL WAIT AND FOLLOW PILOT CAR ME See Note 9 Cones 15 m Cones 30 m —4) O --u— 0 6-0 m WORK See Note 7 W3-4 C9A (CA) DE (PARE O TO \\ TOP e B C29 (CA) See XXy, FT Note 10 !a D 1 0 See Notes 2 and 4 W20-4 'W20-1 it IhIiL ROAD ` DOA) NORM. A111AD AHEAll� o �o .li • �tl %tom UQD Advance warning signs, See Note 1 Gale cones 6 0 � 30 r1 SIGN PANEL SIZE (MINIMUM) l 1200 mm x 1200 mm — Speed of 70 km/h or more 900 min 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 OD 914 mm x 457 mm D 914 mm x 1067 mm F❑ 914 mm x 229 mm 7. Additional advance (loggers moy be required. Flogger should stand in a conspicuous place, be visible to approaching traffic as well as approaching vehicles after the first vehicle has slopped. During the hours of darkness, the flagging—slotion and flogger shall be illuminated and clearly visible to approaching traffic. The illumination footprint of the fighting on the ground short be of leas( 6 m in diameter. Place o minimum of lour cones at 15 m intervals in advance of flogger station as shown. B. Place C30 (CA) "LANE CLOSED" sign at 150 to 300 'm intervals throughout extended work areas. They are optional it the work, area is visible from the flogger station. 9. When a pilot car is used, place o C37 (CA) "TRAFFIC C014TROL—WAIT AND FOLLOW PILOT CAR" sign at all intersections within traffic control area. Signs short be clean and visible at oil limes. 10. An optional C29 (CA) sign may be placed below the C9A (CA) sign. 11. Traffic cones or barricades may be placed on the optional toper as shown, barricades sholl be Type I, I I, or I11. LANE CLOSED C30 (CA) See Note 8 Table CCd(CA). T%par Length Criteria for Temporary Ito [no Control Zones Speed (kmlhl Minimum 7%per Lenglh" for W Idlh of Ottiet J.li m Maiginp7,51string LU2 Ion)Ion) Shoulder U3 (m) Conuter' U3 11m) 30 21 Its 7 30 40 37 lit 12 30 50 50 29 10 30 60 64 '42 20 30 10 150MI 53 30 60 U60 30 go �J203 60100 575 30 Ito 24003 30 ' Maximum eharmektr spacing let a0 speeds on one4anenvm—y lepers is 0.tm (20 A) Maximum channeliaet spacing hr e0 speeds on dwmshoom lapels Is 6.1 in (20 it). All other topers are as shwin. " Use on intermediate and short-term projects Inc leper and tonganl sections wheto there ue no pa\emm eM rkings or whale there is a coMtwe tcl Devo existing powmenl markings %no ehutnehcers. On Stele highelsys o spacing 013 in 110 h) is recommended for lapel and tangent sections shwm on TA•31 and TAJ2. ROAIEINDOR C14 (CA) ❑D See Note 3 lablo 6F•10L Maximum Spacing of Chenrollcot Spacing Speed Ikmlh) M4xlmum Chnnnellter Seacln . lapel' (on) loltganl last Conntcr' Imt 30 6 V 3 40 0 16 4 s0 10 20 5 60 12 24 6 70 14 20 7 tin 16 32 0 00 10 30 0 100 2p 4U tU Ito 22 s4 11 ' Maximum ehamttim spacing lot all spends on one•lanell—MY totals is Stan (20 Ill. Mexknuencluunetl[el ipacing las of speech on dw4ntioam topers is 0.1 in 12o n)• Ali other lope. ere es ahw.n. ." Uso on In)ermedal%ontl ShM•lerm 00CIs lot Iapel end Ilingent %actions where Ihelr ore no isamentm mixings or edNlciIhero is a eoM4cl Ixhwen existing pavement m ikirgt end ehannexters. On State Nghtays a Spaeth" or 3 m (10 h) Is rcctmmenced lot taper and langem sections [het. on TA•31 and TAJ2. I\/iUTCD 2003 w/CALIF ORNIA SUPPLEMENT BURIED PLANT 0 SORE PIT QFIBER CALLOUT REFERENCE OHHIMH CALLOU'T REFERENCE SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION NUB (PON) ❑ NEW HANDHOLE O NEW MANHOLE / BLACK f STORAOE LOOP —AII GROUND ROD 25ohm Q. CABLE IN CONDUIT AERIAL —( POLE ANCHOR ® POLE DOWN GUY —( f— RISER DETAIL T GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE ' FDH BOUNDARY —CF— CURB FACE . —EOP— EDOE OF PAVEMENT —FIL— FENCE LINE -- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM BRAIN. LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE. t 1 1--1 RAILROAD TRACKS — — — CENTER LINE IwOeNN\ N.IId %Mll.n 4atMell) a \n. D"w,nnY,l 4w. n%•Y.[ N ono Aeae aa.mmaua\ Na,[MIao MIwYN Now." 'ewmllb Wr.\.`wlrlwwalL � rw can paNM LO.Nwewr win a"", vaNiOM al\fA %IAIY CALIFORNIA DlrleloN, 1noNxa culose PD.q: Gridlf: env or canines No. NAa tllnW alGNi wn 11 [lDaD n\,Ijim RisM worn, II I S Dw.. SCALE N.T.S. i 1nW I Poll NumNal 9 4 1 �+so --�•� I Fa°lt��te1� 1kt+�tz o+�t�t� r N. I 5'W.t it ,l>c4ZtDP "pWv-D f+Yv►"1Wll Tw^rT%kv ►�•�s t1a4i�V MtA%VA, jAoMV?,tAMA pA'►KtvA ob"clolt vswrb 9 t At XYEt+ toA, �i N��, c.�•t.t,8 qt*%*V , '�v►9to }+iI�EN�oh. "�'1�Mt't 'i C.ktkL►f� ROW -T _'r �; P -bznu, IAMC t" � OR be•r h _ ps UauaO w NEWw.o) PL 1.41, M • 221' Efw �12B' SD PL FON PL FMM X34"o �W�: PL 2W l�f EF • f :ONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES. 1LL CONDUITS ARE 1.25" SD UNLESS OTHERWISE SHOWN. kLL HANDHOLES ARE 17" X 30" UNLESS OTHERWISE NOTEO. coHvu IT IEAL ENDS OF ALL C9NUIT PLACED, ILL CONDUITS PLACED WILL BE PROVISIONED WITH A TONEABLE "MULE TAI MULE TAPE" TO BE BONDED AND GROUND EVERY 1000 FEET OR LESS. DLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES. ;OIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P. IS"7,49y V tGltMt-" "? 76r ?dr # IM-TA T7 L. ,J Ig-�I& Isr ..�z 7oo .fz1107.s L. •x-��-t L 0P� 5bf ►-I, .-a V �5'Z9 _!srzr1w J L. 21aR81 0 et.-t►-rs"sD ?�tlq�ta Curt' omit, r '1 Z/a Z40 _4zlo 2 t! 5 sue is —1 =f49:_ 1 , I k.. - "M+44449 36O w- W f �27.5 ..'rz a�J17 "p3g L�ee� 4A J ✓o,�,�� .4zr" ✓4"I .o�/f .es. yb 77 1v L, _t E G'r .� h%lfi9/%1%o 1't. i-1•Z8"dD o, s7-14 VAO 15=4. orz"6e1 L � f I �zApepor j� r 37R5 4'$ &! ►1210 ♦ ] - � . i.wri u r .r.r..r� •rrrr - VERIZON AREA: SOUTHERN STATE: CA DIVISION: WIRE CENTER NAME W.C-0- GS 'S EXCH CODE: RMT, CODE: WO #: 7PFAQ" RELATED WO #: CONTROL WO TITLE:' 00 TAX DST: TWP: I RNG: SEC: SAL: FILE: REV # REV. DATE: REASON FOR CHANGE ENGR: QC'D: CARD; Y: 6rA ENOR & OFC PH APRVD;0, DATE, wG : NTS PRINT # 4 OF j