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7034
ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, s�w( works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. — Finance.Revenue Code E-1 FEB 15 2001 lil$ public Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:February 9, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Ensenada, Navarro and various Cove locations 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:Will call TIME OF COMPLETION:4 months from start ESTIMATED CONSTRUCTION COST:. $101,829.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: N90-6 pg4revr M 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 or Agent Verizon - Darwyl Bowden 870 Moutain Avenue Upland, CA 91786 (909) 608-1358 Name of Applicant (please print) Business Address Telephone No. TBD Name of Contractor and Job Foreman Business Address TBD TBD Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $3,055.00 $100.00 $_ S 3,155.00 Telephone No. Public'improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7034 DATE APPROVED: i<F-f3..1 S`jZoo�] EXPIATION DAJE: FEB. 1S12co8 BY: ia _.J> Administrative Authority 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 F.: S 'm CIN)IRA l0 t0gIe:s August 3,.2006 Timothy R..Jonasson, 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 #0543-7PFAOBE-H4005 Location: La Quinta, CA 92253 — *Calle Sonora *Avenida Mendosa *Avenida Vallejo Calle Nogales *Avenida Velasco *Lane Closures Avenida Bermudas *Avenida Martinez Avenida Ramirez *Eisenhower Dr Materials: Conduit 4" PVC ft 1.25" PVC- ' ft 1.5" PVC ft 2" PVC ft /J 1.25" Shadow Conduit Lam, 1 / . ft Boxes 17" x 30" Hand Holes 13 24" x 36" Hand Holes 13 36" x 60" Pull Box 15" x 20" Hand Holes_ Construction - Bore Footage %T *Avenida Villa *Avenida Herrera *Calle Ensenada *Avenida Navarro J Trench Footage S Pagel of 2 VJ ]UlJajllla o °8 • w, e a AVEN/DA cA o � o RRANZA a n ° n �o At ro 5e So So 0 yq �ti o®®o® �• +� �L� �, o ro tip h @E) " r 78 3a :e a 0 ' 0 it g Q AVEN/DA RAM/R£Z ° T i e �C +a ti�©o®� P .+► Gr ro � a OV 77 �+ w VALLE✓O a r 0 QVEN/DA r e 0 J-08G � * 1` e N � AVEN/DA HERRERA r O all a ul o� BL C w e o l ro n b A ti V O l0 0 V q ttl A w rm f 0 Z AVEN/DA VELASCO In zJ a , h �o®�° ®0000000•� se �. c B OC �C V m w o w ro b_ so �o �tvvy `� Se ss r. fi .so So Se A o E%SENNOWER DRIVE o N (Are�tido serval • Ow 773-2 6 r.R.A..OZOr orr POR. 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S J 14 ,6 O O C /5® /4 ® ® 9 Q Q /3 ® Ie to e ae 120 4 ®/i Se to a �+ ENSENADA +� fMd 'MAP /S Mg AS fssWMr P(, Vsa pAey ° �I A M So. o'+- -s 9• ss P O2 e © 2 SD 5e m 43 ® 44 j O 3 O © 5 C s® � 6 � y E a PT IR oo®� z v 44 /O ® ©/ /O 4(j roe Sa I 3'6 A ASSESSORS 4AP BK. 77J iQ P6 RIVERSIDE COUNTY, CALIF. e1L A �S of et is � d :O 79 OUN AW YGINRAV a !10 o `•° ddtl a ,,� Imp, � h e� p� � / � w � Y _ Q o o 00 0 0I g -IF - . � � oe - 7679 t o r77IA n VdIANF3AD� ' o _ a0 mi a • � o o/y In .Q h .� .w mm��,,�� oo(9 i o 791 Z. s r yk4 ® a@ ®° o o_0000®000® $ D 9 eK� ' O t7 r euua a Li 6 6w ��0 ® ® 0 0000a'0®®(9o®o 3 Y.- -)/ Q 79 . v - .4 /0J19g � DpruaAp�! M -3AIYig r13iDfOfIN3S/3 le A 0 Z. o J J Q w w y . ` gym•. Z Q •o y ' O< .1 � n` w h b� �`• 4 773 30 J OeI[ OLD ft Mdo nNe fa,.l, I e If daf•ff tl f7 J 7o,rr vw.m !/m fe, to doxiD amle �.-m a m..., 7e.er 1 e- eD el IO e! d6T.e7 f , 7e dw-te r. C. A.020='Olr o CALLE —{I I POR. N//2 SEC. /2 T 6S R. 6E ASSFSBMF,Vr gR-ovsa omr 27 + ENSENAOA ---+ " w /e.ea ge.os ee.oz d- .50 O do se � h m 2Oaa�ebo/ n 2�Q O / O?o ae n �G "m20lA.Q � �► I �}\u 22© 2?kj 22®var�n,r/ /S 0 22® / 21 0 ©2 21.0 ©? 2/ O /©2 20 ® ®� 20 ® ® 3 20 ® ®3 3.77 20 ® ®3 20 ® /® 3 /9 O /© 4 H /9 0 © 4 a @ © 4 x45 O /9 O 4 /9 © V /9 ® ®5 z.e7 W U /9 © 6 �[ } O lB © ® 1 O 18 ® /9 1 Z y h o ,T 30/ 6 J : /T 302 O 6 ® 303 lT O 304 /7O 6 /T C4 ®0.234Ga � (� O mAA 16 ® ® 7 _/s {� �. /6 O 7 /6 TO. Mal /6 ® ® 14 ®9 14 © o-,7 ® 9 14 ® ® 9 = /4 9 ® 0.MCI O /4 ® 9 ®oas Q Q /3 // ®/O /3 O ®lO /3 ®e to /3 // ® /0 Q 13 Q /0 12 ©a ®1/ 70 !o /2 ®� tLJ a.12®4 e ir--"O 12 a .r9 e q CAL L E f+ NOGAL ES + o S400 CO ORO At We Lo a a n n n Ouinto Unit Na /5 MB /8/92 a x Na //MB /8/75 33 ASSZS rj AIAI AK, -773 AR 30 Date: 2S-8.17 ee-a.9p cown, Crf(/f APR/L 1967 ek I r City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7034 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 %") 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. Citv 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. Thisoffice 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 feee of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " 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 ofthe 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. T�Qe-Sea- Sc.�ecAv'c PROJECT LOCATIONS AND. LIMITS LOC_CAZ9 r• S STREET NAME LANE S FROM TO Adams Street NB/SB • H 111- Ns Westward Ho Drive SQUARE FEET Adams Street' Adams Street Miles Ave n/s La Palma Drive s/s 102,600 98,475 Alden Circle' La Palma Drive s/s Seele Drive Fred W On Drive s/s48,300 ircle FronterraDrive kEBM EndArbola CDS 20,880 Arosa Wa Ashle Wa Villeta Drive sls - La Palma Drive n/s 13,719 10.080 Place La Palma Drive s/s Carrie Lane Sanity Drive NsAshle AshleyWay-28,800 NB/SB e/s . Ashle Place Ns Ashley Waye/s Desert Stream Drive s/s 8.800 Ashwpod Court NB/SB Ba a Avenue s/s. CDS 7,740 Avenida Alvarado Avenida.Alvarado NB/SB Calle.Dura o n/s • • Calle Sinaloa s/s 8,559 arado NB/SB NB/SB Calle.Sinaloa n/s Avenida Montezuma s/s Avenida Montezuma:n/s 20,8000 ranza .. NB/SB Calle:Dura o Ns Calle Yucatan s/s Calle Sinaloa s/s �2,800.19,680ranza raIVA nenda NBLSB Cane Sinaloa n/s. Avenlda.Montezuma s/s 38,400. N8/S6 NB/SB Avenida Montezuma n/s CDS:20,960tez Calle.Duran o Ns Diaz NB/SB Cade Duran "Ns Cane Sinaloa s/s Calle Sinaloas/s 2000p Avenida Diaz Avenida Diaz NB/SB Calle Sinaloa n/s" Avenida Montezuma s/s 19,840- 14,400 Avenida Juarez NB/SB Avenida Montezuma Ns Calle Yucatan s/s 22,080 Avenida Juarez NB/SB NB/SB Calle.Duran o Ns Calle Sinaloa Ns Calle Sinaloa s/s 19,840 Avenida Juarez NB/SB' Avenida Montezuma s/s Avenida Montezuma Ns Calle. Yucatan s/s 12;160 Avenida La Fonda EBNVB Desert Club Drive e/s Washington Street w/s 23,680 63,680 Aventda Madero NB/SB Calle.Duran o Ns" Calle Sinaloa /s 20,46.0 Avenida Madero Avenida Montezuma, NB/SB Cape Sinaloa.Ns.. Avenida Montezuma s/s 9,900 Avenida Montezuma NB/SB NS/SB Calle Ensenada s/s Calle Durango Ns Calle Oura p rUs Avenida 39;750 Avenida Montezuma EBNVB Avenida Rubio w/s. Rubio w/s Avenida Garranza w/s 64,050 37,120 Ave nida•:Montezuma EB/WB Avenida Carrariza w/s Eisenhower Drive w/s 47,175. Avenida:Montezuma EBfWB Avenida., uarez w/s; Avenida Alvarado 30;400 Avenida Morales Avenida;Montezuma s/s .w/s , Calle Duran o Ns 19,200 Avenida Obre on. NB/SB Cape Durango Ns Calle Sinaloa s/s 19,840 Avenida:Qbre' on NB/SB Calle Sinaloa n/s Avenida Montezuma s/s 28,000 Avenlda Obre on NB/SB Avenida Montezuma n/s Aventda"Montezuma res s 2,880.. Avenida Obregon NB/SB Avenida Al arado w/s CDS. 18,763 Avenida Ramirez NB/SB Calle:Duran o Ns Calle Sinaloa s/s 19,520 Ramirez NB/SS Calle Sinaloa. Ns Avenida Montezuma s/s 41 °120: IAventda Avenida Ramlrez. NB/S8 Avenida Montezuma n/s CDS 22,624 Avenida Rubio. NBLSB . Calle,Duran n/s Catle Sinaloas/s 19.680 Avenlda-Rubio, NBLSB Calle.$inaloan/s Avenida Montezuma s/s 17,120 Avenida Rubio NB/SB : Avenida Montezuma Ns Call.e;Yucatan s/s 19,680 " Avenida Valle o NB/Sts ICalle Durango n/s. Gape Sinaloa s/s 20;625 Avenida .Valle o NB/SB Calle Sinaloa n/s Avenida Montezuma 42,735 Avenida Vape o NB/SB Avenida Montezuma nls " CDS 24,340. Avenida Velasco NB/SB Cape Sonora s/s JAvenlda Calle Durango Ns 18,400 Avenida Velasco NB/SB Cape Duran o s/s. Calla Sinaloa Ns 19;840 Avenida Velasco NB/SB Montezuma n/s CDS 23;549 Avenue 47 " EB/WB gton Street e/s Adams Street w/s 108,145 Ba e Lane EB/WB ok Lane e/s Deerbrook Lane w/s 30,600 Ba(berry.Lane EB/WB Lane e/s Sunbrook Lane w/s 7,920 Ba Lane EB/WB Sunbrook Lane e/s Adams Street w/s 4,680 Birchcrest Circle. NB/SB Bayberry. Lane Ns. Bayberry Lane Ns 44.800 Blazin Star Lane NB/SB Star Flower Trap n/s Buttercup,.Lane w/s 38,1160 Blazing Star Lane EB/WB Buttercup Lane w/s Dune Palms Road e/s ' 29,520 Bradford.Circle Seele Drive End 23.0.40 Brid ette WayNBLSB Desert Stream n/s Miles Avenue s/s 54;000 Page 1 ch.c'�- C. 4 1 7 5 III:Milil Buttercup Lane NB/SB End Blazing Star Trail Ns 14;400 Butter Lane NB/SB Blazing Star Trail sts Marigold Lane Ns 13,440 Cafico Circle NB/SB BlazingStar Trail Ns C.OS 19,159 Calle DurangoNB/SE Eisenhower Drive e/s Avenida Bermudas w/s 40,000 Calle Guatemala NB/SB Avenida Nuestra Ns Avenida La Fonda s/s 19,840 Galle Hidaf o. EBMIB Avenida Obr on e/s Avenida Carranza w/s 7 2Q0 Cane Widal o EBiWB • Avenida Carranza e/s Avenida Ramirez w/s 7 040; Calle Hidal o EB1WB Avenida Ramirez els Avenida Vall o w/s 7.040 Calle Hid' EBMIB Avenida: Valle' . e/s Avenida Herrera w/s 7 040 Calla Hidal o EB/WB Avenida Herrera e/s . Avenida Velasco w/s 7 040 Calle Hidal EB/WB Avenida Velasco e/s Eisenhwwer Drive w/s �,p40 Calle Hueneme NB/SB . Avenida Nuestra: Ns .. Avenida La -Fonda s/s 19,840 Cate Iloilo NB/SB Avenida Nuestra Ns Avenida La Fonda s/s ' 19,840 Cafie Jacumba. NB/$B Avenida La Fonda s/s. Avenida Nuestra n/s 19,840 19,840 Calle Kafi " NBISB estrama : Avenida NuiVs CDS Cade T.22999 am Ico, EB/WB : EisenhowerDnve e/s Avenida Bermudas w/s 7:7,880. Calle.Yucatan Avenida Alvarado w/s . Avenida Juarez e/s 27,040 Cameo Palm Drive Sin in Palmss/s Hi hland Palms Ns 55 680 Camino .. : NB/SB CDS. Camino Rosada n/s 33;230 Camino Del Oro Del EB/WB Ocotillo Drivewls Camino Azul is 21,600 Camino La Cresta NB/SB. Camino: Del Oro Ns CDS 16;439. Canters Drive EBfWB Ocutrllo.Drive;e/s CDS . 14,999 Canterra Drive EB/WB Ocotillo.Drivew/s Milago Drive 20,480 Carmen Plaoe NB/SB Villeta'Drive'Ns CDS 12,525 Carnes Circle EBlwB : Seeley Drive CDs. 19,800 Carrie Lane NB!$B Victoria Drive s/s. Ashley Rlace:s/s 18,900. Court CindyMt EB6 :Debbie Orivew/s CDS: 14,679 4,679 Coldbrook Lane. NB/SB Miles Avenue s/s Sunbrook1ane n/s Coldbroog:Lane NBISB . Sunbrook::Lane s/s Rock6e Court.Ns 55,400. Crestview Terrace NBlS6 • Hi hland'Palms s!s". Ca[neo Palms n/s 13,160 Cnstol Place NBISB Villeta Drive .... CPS. 10,125 Dalea Circe NB/SB Blazing StarTrrail CDS.. 16,919 Debbie Drive _ NB/SB Victoria Drive,nls Kristen CourtsNs 40,320 Desert Air Drive NB/SB Desert Stream n/s . CDS;. - 43.279 Desert CrestDrive EB/WB Desert Air, e/s Dune Palms Road w/s 42;180 Desert'Ea Ie Court NB/SB Desert Stream COS` 20;480 Desert Fox Drive NB/SB Desert Stream n/s Desert Crest Drive s/s 27;750 DesertFoic Drive. NBISB . Desert Crest Ns CDS 16 480 Desert -Hills Court NB/SB. Desert Crestifs CDS; 16,480.. Desert Rode Court EBMS DesertFoz:w/s .. CDS 18;679 Oesert Sand.Court. NB/SB. Desert.Crest Ns CDS: 16,480 Desert Stream Dnve EBNI/B DUne.Palms. Road w/s Brldgett Wa . w/s 52.355 Desert Stream Drive EBMIB Bdd ette Wa :w/s' _ Came Lane Ws . 38,480 OesertView Court NB/SB Desert Crest Ns CDS . 16,480 . Desert Wind Court EBMU Desert Air e/s CDS, 19,959 Diane Drive EBMB ; Bdd ette Wa w/s Debbie. Drive..e/,s • 22,755 Diane Drive EBM(B , Debbie Drive w/s: CDS 11,200 Eisenhower Drive Calle Madrid s/s - Avenida Bermudas Ns Eisenhower Drive NBISB Avenida Montezuma s/s Calle Sinaloa s/s 83.040 Eisenhower Drive Calle Sinaloa s/s Calle..Nogales s/s Eisenhower Drive Calle No "ales s/s Calle Colima' Ns Eisenhower Drive Calle Colima nls Calle Madrid s/s Forbes Circle Seeley Drive e/s Vla Coronado e/s 29,88p Foxtail Cirde NB/SB Buttercup Lane s/s CDS 17,879 Fred Waring Drive EB Jefferson Street w/s Dune Palms. Road w/s 185,500 Fred Waring Drive Palm Royal w/s [Wa-Wngiton Street e/s 114,375 Page 2 t Fronterra Drive Goldenrod Circle Highland Palms Ids-Muft` ", Irwin Circle Kara Court Kaye Court Kristen Court La Palma Drive La Palma Drive Ladera Drive Ladera Drive ' Lake La Quinta Las.Mstas Drive Las Vistas Drive Circle rLaude,c6urt NB/SB NBISB EB/WB EB/WB EB/WB EB/WB EB/WB EB/WB EB/WB EB/WB EBNIf6`.. EBIWB EB/WB` NBISB NBISB EB/WB: EBMB . Ocotillo Drive Vt. Buttercup Lane n/s Washington Street w/s Blazing Star Trail w/s North Harland Drive Brid ette. Wa w/s Debbie Drive w/s Debbie.Drive w/s Adams Street w/s Camino Azul w/s Los Manos Drive w/s .. Fronterra Drive .. Washington Street . Fred Waring Drive s/s Villeta Dme.s/s. Los.Manos Drive e/s BrietteWa :w/s Laderra Drive n/s CDS End CDS CDS CDS CDS COS •- Las Vistas els Adams Street els Fronterra Drive n/s End,-. Cafeo Bay.. Villeta Drive n/s Santa Drive:n/s CDs.: CDS 18,240. 20,759 38,720 14,679 23,565 12.800 14,679 14,679 57,600 6,440 12,600. 18,360 9,560 28,690 22,140, 12,439 16,119 nosDriveNB/SB Miles AvenueNsOcotillo Drive eJs 33;fi00 Ddve EBIWB _ Seele "Drive w/s North:Harland.Drive w/s 30,240: Mali! Circle NB/SB: Ladera`Drive CDS:.. 8;919 Ma erite Court ` • NB/SB Star Flower Trail nls CDS 16,279 Mari old.Lane Mariposa Court NBISB .: NBISB Blazing Star Trap s/s Blazing: Star Trail n/s Buttercup Lanes/s • CDS 31,200 17,239 Milago Drive Nolan Circle North Harland Drive NB/SB: EB/WB NB/SB Canterra"Drives/s' North, Harland Drive Miles Avenue n/s Ocotilfo Drive. nIs CDS. West Harland'Drive s/s 11,200 694 2222,,694 000 Pala CirdeNB/SB' Canterra Drivels/s` CDS. 7.639 Park Avenue NB/SB Caile:Tampico nls Big -:Horn Trail n/s 109,200 Paikbrook.Court EB/WB'.. BirchcrestCirde_w/s . CDS, 11,405 Ramblewood.Court EB/WB.. Sunbrook Lane End 13.719 Saffron'Court NB/S8: Star Flower Trail his CDS . 16:279 SaMta Drive. NB/Se: Arosa W. s/s CD_S 65,039 Sonesta Wa NBI$81 Vipeta Drive n/$ Villeta Drive: n/s 40,320 Springbrook Court NBISB- Sunbrook Lanen/s COS: 7,799 Star Flower Trail EB/WB', Dune Palms Roadie/s CDS 46,679 Summerbrook Court EB/WB' ColdbrookaLane, w/s CDS 81279 Sunberry Court NBISB Bit'cherestCircle n/s. CDs 51376 Sunbrook Lane NBISB_ Bayberry.Lane.s/s Ramblewood Court e/s 54,900 Sunbrook Lane NBJSB ` Rambl6v :Court CDS 41,819 Sweetbush lane NBISB. Buttercup Lane n/s CDS 20,919 Tiara Place NB/SB VilletaDrive:n/s- CDS 11;799 Tortola Circle NBISB Ladera;Ddve .: CD$ . 8,759 Verbenla Drive NBISB' : Star Flower Trail Ns. .. CDS; 16,279 Via Cailente EBMIB:.: Via Del:Monte;els. End 12,580' VIa.Coronado: NB/.SB: . Forbes Circle sls CM 30,119 Via Del Monte NB/SB :Via Sevillas/s Via Caliente.s/s 11,655 Via Del Sol NB/SB: Via Sevilla n/s CDS 91584 Via Sevilla EB/WB: Via Coronado. w/s Washington Street e/s 80,845 Victoria Drive . EBIWB . Brid ette.Wa w/s Adams Street e1s 42,180 Valeta.Ddve' NB/SB7 Sanita:Drive.n/s Sonesta.Drive's/s 129.600 . Violet Court EB/WB Brid ette Way w/s CDS 16,119 Washington Street NB/SB CAM Tam ioa n/s. Avenue 50 n/s 20.5,540 Washington Street Frontage NB/SB Singing Palms Ws Highland Palms n/s 54;000 West Harland Drive North Harland Drive e/s Las Vistas a/s. 30,060 Willow Court NBISB Blazin .Star Trail s/s CDS 13,879 Senior:Center/Libra Parkin tbt- 67,550 FCit Hall North Parkin Lot 20;250 Git Hail ISouth Parking Lot 68,000 Totals 4,974,864 Page 3 j PERMIT NO.7034 Verizon Upgrade #17/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BE - H4005 — Various cove locations including Calle Ensenada and Avenida Navarro 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 cuff 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. 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 permittee 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 following city streets have or will obtain a newly placed slurry seal and cutting through these streets will not be allowed witliout the approval of the City Engineer. (Please see attached street list) 10. 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. Special Conditions Pagel of 8 i PERMIT NO. 7034 Verizon Upgrade #17/lnstall PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BE - H4005 — Various cove locations including Calle Ensenada and Avenida Navarro The individuals identified on this list shall be capable of responding on any workday and within I hour of any work day. 11. 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 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. 12. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 13. Verizon and'.TBD Contractor, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 15. 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 I st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 P.M. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. 16. Work within 500 feet .of a signalized intersection shall. be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m: and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. Special Conditions Page 2 of 8 f PERMIT NO.7034 Verizon Upgrade #17/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 - 7PFA01BE - H4005 — Various cove locations including Calle Ensenada and Avenida Navarro 17. 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. 18. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 19. 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. 20. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. As of October of 2006, these documents can be observed at http://mutcd.fhwa.dot.gov/HTM/2003rI/part6/Tart6-toc.htm and http://www.dot.ca.gov/hq/traffops/sipzntech/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. 21. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Pennittee'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. 22. 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 Special Conditions Page 3 of 8 PERMIT NO.7034 Verizon Upgrade #17/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFA01BE - H4005 — Various cove locations including Calle Ensenada and Avenida Navarro performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 23. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm: If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7047 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. 24. 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. 25. 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 Contractors State License Number 26. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 27. 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. 28. 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. 29. 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 I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. Special Conditions Page 4 of 8 PERMIT NO.7034 Verizon Upgrade #17/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BE - H4005 — Various cove locations including Calle. Ensenada and Avenida Navarro 30. 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. 31. 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. 32. 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 completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. 4 Special Conditions Page 5 of 8 PERMIT. NO.7034 Verizon Upgrade #17/Insta➢1 PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01EE - H4005 — Various cove locations including Calle Ensenada and Avenida Navarro 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. 33. 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. 34. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 35. Access and egress to all local properties shall be maintained at all times. 36. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions Page 6 of 8 PERMIT NO.7034 Verizon Upgrade #17/lnstafl PVC piping & various sized hand holes for fiber optics/W.O. 05437 7PFA01BE - H4005 — Various cove locations including Calle Ensenada and Avenida Navarro 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 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. 37. 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. 38. 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. 39. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 40. 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. Special Conditions Page 7 of 8 PERMIT NO.7034 Verizon Upgrade #17/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFA01BE - H4005 — Various cove locations including Calle Ensenada and Avenida Navarro 41. 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. r Special Conditions Page 8 of 8 f T .«,�' S --�-•»—� w .. k " xe `"4 fEP� . ���` 3U RE >� AEEz __- t :. 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BEA AAaISFORA CLAW FOR EXTRA WORNAMDCE SIEDTRIICnIRID AMOWM OR ARPMALT SURFACE VAlUEa TIE CONTRACTOR SMALL Be RESPONSIBLE FOR ALL DAMAGES TO WNHTNEN STREETSUSBujaw VARIEDALL CALLOUT REFERENCE WORN SMALLOOMFORMrOTIELAVESTEDMONOP7IELtrANDAROSPEGMCAnONSFVRPUSLICIMMM WARM/Am TAPE tr BIIOW au MACETERMINAL 'AAD DUPPI�VTB THERETO(APWAUIOQ Gm AMOV AND roTME STAMBARD PLANSAAE a FIC47IQMS OlFIBER DISTRIBUTION NUB (FDA) FSE wITNTNE D1RFCroR or PUBUe woaNs aSFIELDREVISIONS AmRCD MTHE CrY► OR COUNT REVIEWED COMSTRUCMN DRAMTMG SMALL BE MAEAr TIE DIdCRE wx BF S' TV it SAND BASH FOR INS CITYOR COUMrYCoIraTRUCnaN rMSPFCTOE PRO'YECTMOPSUEZICr NEW HANDHOLE ALL NEW CON"UWnEr(ANVAmVH GROUND AMURTEMAN )SMALL COIWVRM TO C7YYAMDCOUNTYZOXlMOAND ® NEW MANHOLE SUBVIVISION oRMNAMctaSLACK ji MLNu rMARIVBa. HMMWAraroaus/eiTroAAuuruM oraaasaor oral mMrcxwrwTOEAND I STORAGE LOOP WORNNWmDBrWEEMAOOAMAMV&WPA1LGOESSALLUSADrowDEXTMARNSMAOSONCIA CONTRACTOR TO TRENC AND SIDENALM, AMP BACX 70 AM= SIREBM CURB. GVREE LL �II ' SYAMDARDS GROUND ROD FOLLOWING SmMUICAMr COMPLe"ON OF HELD COMSINUCHOM. THE CONTRACTOR NuarAIDIOYBALL USA MOM - 48ohm • " ALERT MANNE MASS ON Cfr► STREUM CURBA, OUIYERS AND MDPWALRL BA cure rua r HE cor rATrnAI TO PAClLTATEACCESS TO/MYENOW LOCAT/OMS Or MOM[ INS CONTRACTOR M[MrA YFOR A RE.7TORHCONCarmANDASPHALT O GABLE IN CONDUIT TEMPORARY MO PARRING PERAOT FROM rrE CITVKOUWv E PUBIC WORMS DePARYIEM► AERIAL TRAFFIC CONTROL PLANE SMALL BE PREPAREDAND SUBM,TTPD FOR REMMI AND APPROVED By VE CTAaDYX/a 7yPICAL 14" %RENCN � CWEYMCTION TRAFFICS CONTROL PLAN PREPARA"AN GURHWMEL NO TWO COFNECURVE ' IN70MEC71ONS SHALL BE CLOaPd - —� POLE ANCHOR r. COWACY 7XIERNOMB COMPANY INSPECTOR AB HOURS IN "VANCE OF WROYRYCAOX a. NOnFYALL UFEI N, OTHER aIESTRUCMAE LWERA, AND EVIERDROUND SL7MCEALEFT(14034 •Na0) ® POLE 7MV MVIr1ON0 mTD PRIOR ro CO/ETRLICIIOM. 0. NOTLFr LOCAL RAZAND POLICEDEPAMAMMS AB HOURS INADVANCE TO COAMMUCTIOK DOWN GUY L N0117Y OF Ar MAworYr� RISER DETAIL _HOGREdAovANce oieoxamueTmN. wrmaA wRC �SAIUFO! aTvm A. CONTRACTOR TO OBTMMA STATEDNISMM OF INDUSYRIAL JA/L7►EXCAVATIONP ff.(SEC EPIC OF IRE GENERAL ' CAUMIZW14 LABOR CODE RATED SM LOCAL COIYSTRI/CTIORSVL• BDO Nor RTHBT IHIamourJZ Eff ��� MTV 7. caMTrwac7DRE PeIMBrromoMTHBAoa arrawraLL romL Amm T uN®R� ® PROPERTY ADDRESS .. L TRAFFlC6 CONTROL ro BE AIA/M►A/A®BY S7MPfMQ6 BARRICADE PLATTNILOM AS SPECIFIED ON THE PLAN SPLICE /OINK. - I{ PROPOSED RUNNING LINE .r A CONdYRUCYNfMAND hlil IAL USED 0.70 CONFORM MIIN VERLLON TELEPHONE COAmANYSPEWFICA1TOMt $E , FDH BOUNDARY fA COMTR4CfOR7OLA►0UrJA4NNOAEB PRERTOANr OR VAnOM.rrmuAMMEABUNEAEMTBD MFIVE FmTOR MORE FROM dL+CnOM LENOfMa aNOWM, NOTIFY IlDEP'IrOIE INS/aG7VE PXGlNFm/MO am" AD � � rMa sBrauElrrosenrAe —CF— CURB FACE CO LIED roOHYERl1/NH IFTMH D6VArmM WILL COMFLRWIALCABLEOmFRED. a AD GpDUm MEa !i8 --EOP— EDGE OF _ ft. MANNODEAMAORPLILLBOmS TO REPLACED BEFORE COMDUnPLACOIEMT.Gd a.01. LIKE —FIND— FENCE LINE 12. PRECAST MAMNDLES AND OR PULL BOXES TO BE9Er ON A KINDBAAI OF SIX(6) MCHES OF COARSE ROCK OR —__— RIGHT OF WAY . BAMn e~m oav aaa�.LwwMD aarwtJDDGfom um� am am 12. LWINOIm AMD PULL BOXES ro m RACKED TO VPRIM MSP'E6/MCATION UNLESS 07MMMIM SNOMM ON GUARDRAIL DAMUIS GBP SSA AND REP PII,TCOBfOCA. PROFILE nEEAo d eRam fwumr s-LOAD erliD —COM— COMMUNICATIONS LINE M RSS R V D INTO TmPJOID fA COMPLSY® WALL TNIGTMIDSAND MAAOIOLB NECRLOTOT (GRAOBTO CPJM=) TV m mOIMM NRaera laewirors PRonDm} RAM —DRN— STORM DRAIN LINE 1L PULINO IN EONS ro BE PLACED DIREVILYBELOWFUroRE DUCYeNTRwMCPJI, AND OR OPPOSITE WALL 'R W,roNA •Hw•IL'•TERArIAIwt LADCN avm sraA - FRONFUfUREDUCT FJTTRwrry �� m1� aeCum ra ruea Wlrx eaAss laDr NYI. —GAS— GAS LINE f0. ANIC6mXESSM"CNARE"O/NED roOTIGF SO7®, PALES, ORYAMMD®W/M CONDVTWWLm TYPICAL NANDHOLE PLACEMENT ' - FND GROUNDING DETAIL —PWR— POWER LINE EDYUPED MITMP'1/L.MDIOAIL WI►NLAYERALLNODEWALN' —SRN— SANITARY SEWER LINE n. Au aunmAAmoR euRrID CAeLero MAveAABN1Nur Draa•mvID BELOW a1ITrrR ORAOAND Ftow vT9n. um maeE aParDlcm onmIWMA - - . —WfR— WATER LINE 1LENOADMATAREAw/mEPROPOSED a1/aaaAO6AAd IIAE NOT BaOY PLACED. wMwoDmoNAa rYPICAL RISER DETAIL , i—}•�F RAILROAD TRACKS EIa11rXExlfrllxcREerorxeAdunrr LxvER eED.aw IIEFROFosED ounER G1PAOBm FLOWLDM. - _ --- CENTER LINE CENTER - fa aaaWCD.XDlIIr AMmOR EURIED CA6DECABLERROMm MO L--) DIAC MA14I7MLEA Arw, - , INTDIVADSALpYC IREMCMAED ATAMV OfIEIfPADT RSmMCOYID DIrrOM MUBSTINrALIY MOM PROPOSED - ' AVIIAAGE - - 2-DUCT < _ �P�A• (LEMOIN VARfED) m AwmRn au oucrs FOaowurremrae AAMDRLLromfi-soRrouer, a)i-FORS}-Rues SIRE • D.eDMe aafewan am. aor��I ai•FORA-DUCT PROPOSED MAMDMOLE fba•n�lra•DIA AIrrt M�MIOMMm ' EZISnMO AFDY WILL OLYUPY .• Th. 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THE IOEPNONE COMPANY NAB DILIOEI71VA77EMMM TO CORRECILYLOCATE AND SHOW ALL ODaruro • Or INS NOJK our rMS COMPANY DOES NOT - PPEUMED AND OTHER SUBSTRUCTURES IN THE VIGM/1r _ GUARANTEE 7NEREAREMO07NERSURSTNUCTURGA FAILURE or rNB u COMPANY TO SMOWA24,5FS W/DTH NMIMX CALLOUT REFERENCE SIlBB7R ommes at TIER CORRECT LOGTWN WILL NOT SEA B&M FOR A CLAIM FOR MMUI WORKAND • THE CONTRACTOR SMALL BE RESPONSIBLE FORALL DAMAGES TO SUBBTEUcrumes switma'R S)fmm OR / _ CALLOUT REFERENCE N07.SUBDUCT • ALL WEAR ML.ONIaRM tU rOTPWLA7ESTEDIROMCPTNBSTANOAID)SPEdRM CAT70MSFORPURUCORxB r _ AND SUPPLEMENTS 77PRETO (APWA/AOC, OXEEKBD.Q AND TO 77D1 NTAK! AMD PLANS AND SPECIFICATZOFO OPTERMINAL CALLOUT REFERENCE FRB WYITI "ar DIRECTOR Or PUBLIC WORKS. HUB FIELD REVISIOM TV MUCRY OACOUNTYIIHYfbWm CD"M OTIDNORAWUIG SMALL BE MADEAr nIBOISCRETIOM or FIBER DISTRIBUTION (FDH) TNS CITY OR COUNTY CONSTRUC7TOM INSPECTOR ❑ NEW HANDHOLE ALLN CONTRYCAOMMMABOYBOROUNDAPPUATEMAMCES)&M UCOArawYO CT'AND COUNTVZOMINO AND SUBDIVISION ORDINANCES. . M NEW MANHOLE CONSTXLW77UN WORK/MARTIXGL HIGHWAYS IS SUSMCr 7O A MAAMUM Off!` OT OPEN TRANCHATA nKoAHD WaRKHOURSBeTWEOIACOAMARD4100PA,UNLESSALLUS40IGALERTMAR10 EOMCMY 1 1 SLACK/STORAGE LOOP °f" • CUR% CUTTER, AND 42EN HEIGHT FOLLOWING SIGNIFICANT` COMPLEROM OF ROD CO"mUCTm% rpm CONTRACTOR Mudr REMOVE ALL USA ❑ - I —IYI GROUND ROD DIG ALERT MARKS MADE ON CITY STREETS, CURBS. OUrrERe AND SIDEWALKS, 2" TO FACILITATE ACCESS TO INTENDED LOCATORS OF WORK THE CONTRACTOR MUST APPLY FORA 7EAPORARr NO vAR1OM0 PERIOT ITROYTNB CLTTAbLINTY9 PUBLIC WORKS amAR7SENf. ' CABLE IN CONDUIT Q TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMIr7ED FOR REVIEWAMD APPROVED BY TWE CT7COUNT8 AERIAL CONSTRUCTION TRAFFICS CONTROL PLAN PREPARATION allLMELiAgM N07WDCOXSECUMV INTERSECTIONS SMALL ae CLOSEat . R CONTACT TELEPHONE COMPANY INSPECTOR IB HOURS IN ADVANCE OF COXSrRUC77OK, - � -d POLE ANCHOR Z. NOTP►ALL LFFUMES.OTMERSUSSTRVCNRBUSlR%AND UNDIUMMOUND SENVrffi ALERr(td0S4Ta•A1S]) . TWO WORKING AAMPRIOR TO CONSTRIICTIOR ® POLE A NOnPY LOCAL FIREAND POLICE DmAR73EMA 48 HOUSE BYADVANCE 70 CONSTRUCITOIL 20S' DEPTH - DOWN GUY S. NOTIFY OP AT —WOUitaIIAOVANCBOFCONSTEUCrnM 75 LBSK RISER DETAIL 0. CONTRACTOR TO OSTAINA STATE DIMION OFINDW7RGI, SAFSTYtl[GVATION PERMIT. (SEC 6R7D OP THE ^•••PoRMG LABOR CODE DATED 347Z. LOCAL CONSTRUCI7ORS PERMITS DO NOTMEET THIS REOU/RF1PNr. GENERAL . MN'TLW""MaPLa"DAEox"LAT""""� PEDESTAL MOUNT ® PROPERTYADDRESS R . 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COMPLETED WALL THICKNESS AND MANHOLE MECKLEIOTNS(GRADE 70 CEILING) 7O BE SHOWN. -CON- COMMUNICATIONS LINE -DRN- STORM DRAIN LINE IS. PULLING INHRDMS TORE PLA E OMEC YMMOWFUNAEDUCr FNTIUNCES. AND OROPPOSfM WALL FRoMFR/NREDUCr ENTRANCE —GAS— GAS LINE 10.' evuce SOQBIIMGHAIrEJOIM®SOOTHER BOX!$r0ll0. DAWMMOIeSWINCONW/r BNALL BB -PWR- POWER LINE EOYIPP®WTINLL/M OtONB. . - -SAN- SANITARY SEWER LINE 11. ALL GunvRANaDAeuRmD CAS =MAVBA MINIMUM DrsD COveASeaoWGrmeA GRADANDRDIY uxBUMLWIsaFIxraemoTxemlae 42n -wrR- WATER LINE 42" HEIGHT 10. wAuaMArwRet WYHERePROIOL'IT SrIaRDAD BABE MABMTSEI]Y PLACED. ANAODTIIONAL � � ��. 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SI/SSIRYCTI/RE (EDldOMSECONDARYEXCEPTE0.1 75 LBSA x Au aAm te"rMANao•msaewuem WnM eLAeemcoxclrererLm oav PawerICa e2nloe.ms Aal m CONT/GCTOA fOYtlPPf MALL 1DWwu MIaMA MALL fOmOP DucraTRucnrRa MEABYRI• A w - " - IPiBUWllE11ID 1D BP lECOA[O fD rI2 MI'JRedr PoOT. STEP{ [IAUR1Ma i�Pl Mf/AT Se rem ,. m .RE�Ra, .WTA,,�WLL.�ABDRE�MBLNBED,TDMAa,WGEP,D/M7�ETMA�aLR PEDESTAL MOUNT PAD FOR.FDH 144, 216,.288A 432 CAB/NETS . . Zr. MADE;,OL7.RD.7LOE..AL;dG6P1DaDTrIm,GATID 216/288 FDH ' m rarrxur wAu raaarEm oserm GAsrw BxLL ee� CeDtlaoo-s2FaeoD m sANa oABLURRrroeeLaWNOR Poaem rNro usA%wxrPr OARED MUBmlamvmew s7arEEIMCM .. - . so••AreG7N ELmS Or r.Aell0. .. - TRENCHING 31 W/ITN _ m TwDTEurAro m rolDnm uMnee LVAH ANa ouno, ere . >t. eroRaow orEN7RENC/HIOR euRma GAe{B•aiuc/aKB7 MArae AEaDLReLounan TD eE . _ YER/LDN/NdrECTOI, CONIRACHDN tb BACKFiu dFIICHMSA/TEIDWCTr10M COMPLETED, At eAeLBn_•AD,—GAaGeoa=:AMDLesFEwraDr-_. 4B"HE/GNT ss PeuwED CAaurovLwcED rNOPFJr7REFwK SAFm e•LDPru TILL eeamtRRm AAmRLa/r orreELaW - - . - CONE lrwBOV8 f1®CABLR TRENCH BAC/P/LL TD BErnefauBlDa(APIµ - , x vErraoM a7SPEClOR mCOOIaIIYTEGASLBOOIYOfrwlm P'YCEm7r. CONTACT . nxaurm rwroRTD aTARnMG eoMBTEuarHDR TW'JeIHONe NrRQD'F ... - . " aa. axaveearAlmLAMDacAraoWlLLseRowcm7DTXSSAffdFALTOMCPrRaPraTraWNLmoR - - ' w•a• o.r aovol®IrwL4DLereY. ZO"DEPTH x RaAvwaM7DcoN7amWToaPWCiRUTmMDrnmairoPLAGuurrA. vrwRor •rMA eT•T0 CALIFORNIA e^ n CONTRAPAVENZLL • FOR - AG19 OAafHEF&UA ODLHOIIOT E"TIS . DIVMWW TNOAIAA GYDWF PW#:878.Grid#f1 ' - ACTIOf FT RAldEDPAVI`�IIf MARH®R0.1•dfREPYCOmlfdlit{L SC OOLIE Po7NPLlfdrwCTIOM OF THE WARWO PAUfY MUABCPALIrYoaeauMsrnlroLvm. - 115 LBS. ' aT. oP aawTRDt m . AL PWlltmfT/e GOP//RAC7ORS ReSPOMdIBRm fO/ROYIa87RAFFIC COIIITROL wRROW BOARD ON Au Y•MRAR7)Blll'l AMID aMANTOIMOt PUS.LIC RIGMT-0/#AYIBD/ReCTED Br THlP STA1G COUAITY aR LAGUINTA- soul Aunrown. TNe amrm rD eery-• •mom^ rN 7x8 Bla P'AIWS . . NG.r Tr¢,IIe „tP PEDESTAL MOUNT - - • D0. OOMCOMDV I7 DBASE ARE ILACLA NOWIJPO TOee PADYmED SI YE t iJ►QU�IN'ITA o 432 FDH F—Den IM JIMBISHOP TRAOBE - .a ALL FIBm oMrmmDTIONHues ARe>n OEDRDuxaeD ll'1T11Ai-XCDROI/ND ROD AIm FS DRaIIND IVIRB _ _ . rAR,L�oHLLL - _ —07131106 - DEBWtIDan 7FFAOAF - or JIM BISHOP SCALE — O7 11 N.T.S. Numb ERH4005er COUNTY OP RIVERSIDE E CROACMENT PERMIT MIT . PTiP FIBER DIET. ROUTE 13 OP 4 VERIZON LEGEND 1e1i10 OCJ(CAI. Tapar Length Crllorlo le, lic.p roty 11,01io Conlrol Zones Speed S (kmlhl Minimum, loner Limoth" for Wirth. of 011.13.6 m IWI 11,,Ultn L Iml Stilton, U2 Im) Shoulder U3 Iml Cordlicrl U3 Im) 30 ?1 IU 7 3U 4U 37 10 12 30 50 60 210 10 30 60 84 42 20 30 70 150 7U 63 30 00 1BD 00 60 30 00 703 lot UO 30 100 225 113 75 30 If0 24D 174 U3 30 • lAoximum ehennetizer spacing for 0 speeds on ons4anenwo4vay topers is o.lrn (20 0) Maximum ch.""I tsPacing mr all speed. on downstream lepers is 0. 1 m(200). All olhat lepets rolls sbown. --Us a an Intermedbto and Ilid -term plolaels br lopet end tangent section vmeto Ilia to ore no pewmanl mslkings or wbets them is a conflict between existing pawmenl markings and ehata elilats. On Slate highways o spacing at 3m (10 hl is recommended for leper and tangent sections shown on TA•31 and TAJ2. Table OF.102. Moxlenum Spacing of Chonnollzor Spacing Speed (kmlh) W.Innuln Chonnolizor SPaclu 1 l.Por' Iml lorlponl Iml ConnieY' (m) 30 6 12 3 40 0 t0 4 50 10 20 5 00 12 24 6 70 14 20 7 00 16 32 0 00 10 36 0 1gg IO 40 10 III)72 44P. 11 ' Maximum ellennohzei spacing lot all speeds can ono•lonallwe lvay lopois is 0.1m (20 Ill. Maximum chenneUzct spacing lot no speeds on downsurrom lopem is 0.1 at (2011). A0 other lepers are as shown. . •• Use an intermediate and short-term prgeeb for taper and tangent to clions more there ore no pawmanl markings of Molls (hero Is a conflict boween existing pawmenl molkinUl and chennuhzms. On Stela IUghways a spacing o13 in (1011) Is recommended lot leper and tangent sections stain on TA.31 and TA•32. hlnTf-C Unless otherwise specified in the special provisions, all temporary warning signs shall hove block legend on orange bockgroun& California code are designated by (CA). Otherwise, Federal codes ore shown. SIGN PANEL SIZE (Min) Q 900 mm x 900 mm © 914 mm x 914 mm © 750 mm x 750 mm Q 914 mm x 457 mm TYPICAL SHOULDER CLOSURE 30m to 100m 30m to 100m • • • ��!!�'//� • • • 30 m � 150 m � \ SHOULDER SHOULDER SHOULDER TAPER ROA�NYaR WORK CLOSED G2a�(cA) A © SHIFT= L/3 W21-5W21-5A See Note 3 NOTES 1.Where approach speeds are low, advance warning signs moy 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 —orange in color. Floshing beacons shall be placed at the locations indicated for lane closure during hours of darkness. 3. AQ,20 (CA) "END ROAD WORK" sign, as appropriate, shall be placed of the end of the lone closure unless the end of work areo is 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 14EX.T IAILES", use a C20 (CA) sign for the first odvonce warning sign. 5. All cones used for lane closures during the hours of darkness shall be fitted with retroreflective . bonds (or sleeves) as specified in the specifications. 6. Portable delineotors, 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 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 Lone 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. P BURIED PLANT ROBE PIT QFIBER CALLOUT REFERENCE a^ HHIMH CALLOUT REFERENCE SUB DUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE PIBER DISTRIBUTION HUB (FOH). ❑ NEW HANDHOLE ©M NEW MANHOLE Y SLACK r STORAGE LOOP GROUND ROD 25ohm (j) 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 IEOP— EDGE OF PAVEMENT F/L— FENCE LINE --- RIGHT OF WAY' GUARDRAIL —COM— COMMUNICATIONS LINE —ORN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SON— SANITARY SEWER LINE —WTR— WATER LINE }—}+F RAILROAD TRACKS --- CENTER LINE Impa,a.al XeUe Nato.4aasan a IN laesawn.,,t po4. n4alm. oho Nwa ea.„O1lranan XemNrae Nla..aG eab�• ;--ft 1e We N MIK . ymr aleNwl Let. Xanwr, - a -Call, 1-,800.227.2600 uew ., w• varuxoa wnar, a,w, s, CALIFORNIA olnelon, ,Xotue eumss PUN: GridH: ,.Ra GX, o1r N.T.S. ,nw .Po" Humbe H _ Advance warning signs, See Note 1 30m to 100m 30m to 100m ROAD WORK 4501 AHEAD W20-10 C20 (CA) (Rt) See Notes 2 and 4 NOTES 1. Where approach speeds are low, advance warning signs moy be placed at 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 sholl 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 of the IOCGU6ns 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 is obvious, or ends within o 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 a C20 (CA) sign for the first advance warning sign. 5. All cones used for lane closures during the hours of darkness sholl be filled with relrorefleclive bonds (or sleeves) as specified in the specifications. C20 (CA) (Rt) TYPICAL LANE CLOSURE 0 0 0 .0 a ® 0 a a 0 D to 100m o WORIC AREA 0 0 See Note 7 W4-2R See Note 10 6. Portable delinealors, placed of 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. B. The maximum- spacing between cones along a Longent 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 Lone Closure On Freeways And Expressways" plan for lone closure details and requirements. 10When specified in the special provisions, o W4-2 "LANE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED' AHEAD" sign. U 0 m I � 150 m ENU ' ROAII 1YOR C14 (CA) See Note 3 SIGN PANEL SIZE ( Min) A❑ 900 mm x 900 mm 914 mm x 914 mm © 914 mm x 457 mm Table 0CJ(CA). Toper Length Criteria for Temporary Traffic Control 7nnoc Minimum Taper Length" for Wldlh oI011sol3.6 m fW1 Speed S lkmlhl Merging L Iml Shifting U2 (m) Shoulder LJ3 Im) eon0lcr' U3 Iml 30 21 10 7 30 40 37 19 12 30 50 60 2B 10 30 60 04 42 20 30 70 150 79 W 30 00 100 fill 30 BD 03 t2 o76B 30 too 22 3 240 124 03 JD110 ' Maximum ehannelizar spacing for oil spaods on one•lanellvn•vray lope.. is 0.1m (20111. lAexrmum chennallter spacing for all speeds on dwrnsuoom lapels is fiat m 120 it). All other topers are as shovm. Use an Inlannedialo and shon•letm projects lor super and Ionganl sections vmero there ate no pawmenl markings of vrhoto them is a eonfild between existing ismament markings and chennol¢efa. ' On State highnoys o spacing of 3 an (10 0) is recommended lot lopm and tangent sections shorn on 7A•31 and TAJ2. NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall have block legend on orange background. California code are designated by (CA). Otherwise, Federal codes are shown. LEGEND a Traffic Cone Temporary Sign Direction of Travel Flashing Arrow Sign (FAS) FAS Support or Trailer -17-0-0 /—\ Portable Flashing Beacon Table 6F•107- Maximum Spacing of Cho nnallter Spacing . Spood (kmlh) Maximum Channolltar S ncfn Taper' Im) I ng.nl (m) Connicr' Im) 30 6 12 3 40' 0 16 I 4 50 1D 20 5 60 V 24 6 70 14 20 7 00 15 32 0 Do t0 36 0 I. 20 40 I 1D 110 22 44 I 11 Maximum ehonnelltel epacing for all speeds an ono-fonellvA+v2y loptm is 6.1m Ito n). IA.simum ehannelltel spacing lot all speeds on dwmsllotm lopes it 0.1 m (2DDI. All olhet seats. eta a. all—. Use on Inannedalo and ehod•leml plojeels for Toper and lonpent sections vAltle there ale no pavement markings or velar. the,. is a conflict bowmen existing pavement malkingl andehonne0ten. On Stale hlglwmys a spocing at 3 an 110 n) Is recommended fps lepet and tangent eaction shorm on TA•31 and TA•32. IAUTCD 2003 w/CALIEORI"IIA SUPPLEMIEN VERIZON LEGEND BURIED PLANT BORE PIT QFIBER CALLOUT REFERENCE a" //�HHIMH CALLOUT REFERENCE BUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FOH) ❑ NEW HANDHOLE (® NEW MANHOLE Y SLACK I STORAGE LOOP III GROUND ROD 25ohm O CABLE IN CONDUIT AERIAL POLE ANCHOR ' ® POLE —� DOWN OUY 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— POWERLINE —SAN— SANITARY SEWER LINE —WTR— WATERLINE {--t--}—} RAILROAD TRACKS -- CENTER LINE Ne11en 4apYxtlr slaw Oow««,wil aM. rpal,w . alp Awn bwlanaeYal Nurnwr Ie .. r..lwe wive e •e.m1N le aana.aa' MII M xY14. tp y,e.r or Nwl e0. Nullsrr sill 5t r. Call 1 1.800-227Q000 eTAl4 VemtON Al.Ah CALIFORNIA mnelols, rnosaAe aumu FDA: Grid#: Illy or conrno�no. Y1ga aNrxsu xxc N, tip Lala art ^^^°`•,•• n JIM RISHOP In oearonso ar, SCALE JIM UISHOp o«« N.T.S. PDH Numba rrtu� M VERIZON LEGEND LEGEND 0 Traffic Cone lemporary Sign Direction of Travel ® Flashing Arrow Sign (FAS) 17-0-0 FAS Support or Trailer Portable Flashing Beacon See Note 4 C14 (CA) LRII Ii0hl1 1401i D Table OCa1CA). Tapor Lon0111 Criteria for Temporary Trollio Central Zones Speed S Iknllll) Mmlmum Toper Lonl)lh" I., W Idlh of affect 3.0 at IW Morgln0 L far) shlllhlu UZ Im) Ohouldor .31.13 fail connicr, 1m1 30 21 10 7 30 40 31 10 12 30 50 5O 20 10 30 00 04 42 20 30 70 150 70 53 30 00 IOO 00 GO 30 00 203 A 00 30 100 225 113 75 30 110 240 124 03 30 ' Maximum ehannekzet spacing lot all speed, on one•lanell—ay lapels Is 0.Jm (20 0) Moximunt chonnollzot spacing for .II spoads on downstream Iopons Is 0.1 .1(70 0). All other lopors are as shown Use on Intermediate and ahod•lenn projects for leper and tangent sections wine. (hero we no palumonl markings of whole [hero is a conflict between existing po amen markings and ehennellzois. On slate highways a spacing of 3 in (10 0) Is recommended lot lapel and tangent sections shown on TA•31 and TAJ2. Table 6F•102. Maximum Spacln0 of Chnnnellzar spaclnU Speed Ikn4h) Martin—. eh.nnollro, SAD ern Tenor tail tang "I failIml Conlilel" 3U 6 U 3 40 0 10 4 50 to 20 5 60 12 24 0 70 14 20 7 so IG 37 0 0O fit 36 0 100 20 d0 10 110 22 4d 11 Minimum chonneezet spacing fat all speeds on onelancnw way lopors Is Ginn (20 0). Morinnnn ehannehcct spacing (at all speeds an downsltoom lopere Is 0.1 ai 120 Of. NI elect tape$. am m i howl Use an Imarmedolo and oholl•letm plolecta lot lapel and tangent sections v41e,o Ihno we no pelemonl markings of wtmla there Is o conflict between existing pavomenl mnikinal and eh....In en. On Slate Idghways n spacial) of 3 in (10 n) is recommended (or labor and tangent sections shown on 7A•31 sad 7A•32. See Note 8 L D See Note 10 L i L See Table 6C-3 i See Table 6C-3 See Table 6C-3 W9-3 CE1rTE4i LINE CLDSm AHFID SIGN PANEL SIZE (Min) D 900 mm r. 900 mm D 914 mm r. 914 mm 750 mm x 750 mm �D 914 mm x 457 mm W20-1 ROAD WORK TYPICAL LANE CLOSING W/CENTERLINE AHEAD �I� 110 Advance warning signs 0a 0 ® — — — S-ee Note 1 — — — — — ® to Advance warning signs, AREA,,- 30m to 100m 30m to 100m 30m to 100m ® \ 0 � Fo sn O wk ROAD WORK OCN AHEAD O W20-1. C20 (CA) (Rt) See Notes 3 and 5 NOTES 1, Where Approach speeds are lour, 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 lane closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of travel shall 'be equipped with of least two flags for daytime closure. Each flog sholl 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 at the locations indicated for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORE" sign, as appropriate, sholl 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. l� al \ a,\ Min D 60 m >> See Note 8 wt -4L 9PH119 W13-1 See Note 9 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 sholl be fitted with retroreflective bonds (or sleeves) as specified in the specifications. 7. Portable delineolors, placed at one-half the spacing indicated for.troffic 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. a W1-4R MPH9W13-1 El See Note 9 10. The maximum spacing between cones along a tangent shall be 15 m and along a taper shall be approximately as shown in Table 1. 11. For approach speeds over 80 km/h, use the "Traffic Control System For Lane Closure On Freeways And Expressways" pion 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 sholl 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) LANE CLOSED AHEAD" sign. 4 (CA) D See Note 4 NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall have block legend on orange background. California code are designated by (CA). Otherwise, Federal codes ore shown. BURIED PLANT r—� BORE PIT FIBER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FOH) ❑ NEW HANDHOLE M NEW MANHOLE Y BLACK / STORAGE LOOP --III GROUND ROD 26ohm 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— WATER LINE {--�—l—1 RAILROAD TRACKS -- CENTER LINE Impa,unl k W « Is.ouvn 4aterun all,. oo..,lsnww Ce4. r.4el,w . alp ansrl se.nl$nawn 'r«In1110 4awY` will ti NIa. r« rwr av 44«s so. rl..ew, al, cnu t 1-000•227.2500 .Te1s. CALIFORNIA T Manse aalee IR.11: Gridil: "_ ca".. I I auk, nu. IPOM NumM I H VERIZON LEGEND LEGEND M Traffic Cone Temporary Sign �— Direction of Travel ® Flashing Arrow Sign (FAS) 6-6,0 FAS Support or Trailer Portable Flashing Beacon Table OCJ(CAI. Topol Length C,Hn,ln lot Tempnroty T,allia Comrol 2nnos Speed S 0lmlld 14—tt.m lapat Lentllh" Ie, WlUlln of Ol1-1 3.0 m Mottling L (n,) 31,1111 till U2 Im) shauld., U3 Iml con111cr' U] (ml 30 21 I 10 1 3u AO 37 10 12 30. 60 6D 2U 10 30 60 04 42 28 30 70 150 70 53 30 80 180 00 GO 30 00 203 101 08 30 too 225 113 7G 30 110 248 124 03 3D Maximum channalizel spacing lot all spaods on one-lanellwoway lapels Is O.tm 120 0) Maximum chennolizat spacing lot all speeds on downsiteam Iopols Is 0.1 m 120 A). All Met topers e,a as shown. " We on Inlornnedmlo and shell-lattn projects lel lopes and tangent sections whma In — ate no pawmeni matkings of wham theta Is o conflict between existing pavement metkings and channelizets. On Stale highways o spacing of 3 m (10 A) Is lecommendod for lopot and tangent sections shown on TA-31 and TA•32. lnbla GF-10L tAnklmum Spacluo of Clmnnellsor Spacing speed Ikm/lll IAsxlmum CllpnnaIno, 511, fee heat' Im) len0onl Iml Conflict" fail 30 0 123 40 8 16 4 50 10 20 6 GU 12 24 0 70 14 20 1 80 1fi 32 0 go 10 3G 0 IDD 2D 40 IU ,to 22 44 11 ' Maxmmu, ehannuhzot spaemglo, AU speeds on onolanetl o y lopela is at., (20 n). Movinum ehannenzei spacing lot all apeaM on dwM,llaem testate is 0.1 in (20 n). All olhet lopeu oto as show,. - Use an (nlelmedale and enml•loun pentacle lot lapet and lenpam sections V41010 Main old no pmemem mo,kings at whs,o thole is a conflict lnetween Ox,sllag statement motkinlp and ah-11111an- On Slats highways o spacing of 3 m fill D) Is teeommended let Iopet and tangent Sections mown on TAJI and TA-32. TYPICAL CLOSING OF HALF- ROADWAY See Notes 3 and 5 C20 (CA) (LI) C20 (CA) (ILL) D;F? UK LEFT IAHI: CIASED CIASED All 11) AIIEAD D 13 �3 a W20-1 WORK A ` L u See Note 10 `I L See Table 6C=3 See Wole 12 See Table 6C-3 See Table SC See lee Table 6C-3 — �_ ® I I o o �* Advance warning signs I0 !7 a See Note 1 Advance warning signs, b See Note 1 I ( o ® r ss _b ® A—® 0- _ WORT( AREA — 30m to 100m 30m to 100m 30m to 100m O Cti 001� O �a C14 (CA) . \ � 60 m\ RaAENUOR l�i'ORK RIGHT LA W1-4L A nHCA� CLOSED See Note 8 See IJole 4 A AHEA SIGN PANEL S'I ZE (Min) w1-4R w20-C20 (CA) (Rt) W4-2R Pa © NOTES See Notes 3 and 5 See Note 13 W13-1 O 900 mm x 900 mm yi See Note 9 © 914 mm x 914 mm 14PH W13-1 © 750 mm x 750 mm See Note 9 ❑D 914 mm x 457 mm NOTES 1. Where Approach speeds are 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 lime maintenance of traffic control devices for lone closure unless, otherwise directed by the Engineer. 3. Each odvance warning sign in each direction of travel sholl be equipped with at least two flags for, daytime closure. Each flag shall be at least 400 mm x 400 mm in size and shall be orange or fluorescent red-oronge in color. Flashing beacons sholl be placed at the locations indicated for lane closure during hours of darkness. 4. A C14 (CA) "END ROAD WORE" sign, as appropriate, shall be placed at the end of the lone closure unless the end of work area 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 a of a stationary W20-1 or C11 (CA) "ROAD WORK NEXT tangent shall be 15 m and along o taper shall be MILES', use a C20 (CA) sign for the first approximately as shown in .Table 1. advance warning sign. 1.1. For approach speeds over 80 km/h, use the 6. All cones used for lane closures during the "Traffic Control System For Lane Closure On hours of darkness shall befitted 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. Floshing arrow. signs sholl be either Type I or Type 1. 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 Q shown between the two (L) lane closure tapers shall be used. 13. When specified in the special provisions, a W4-2 "Lane Ends" symbol sign is to be used in place of the C20 (CA) RIGHT (LEFT) LA14E CLOSED AHEAD" sign. Unless otherwise specified in the special provisions, all lemporory warning signs shall hove block legend on orange background. California code are designated by (CA). Otherwise, Federal codes ore shown. MUTCD 2003 w/CALIEERNIA SUPPLEI�iENT BURIED PLANT (' BORE PIT QFIBER CALLOUT REFERENCE , HHIMH CALLOUT REFERENCE �a^\' BUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FOH) ❑ NEW HANOHOLE NEW MANHOLE (© YI SLACK I STORAGE LOOP GROUND ROD 26ohm G 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— 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 }—}—{—F RAILROAD TRACKS --- CENTER LINE oas. r.eelm . oto u.n ss..lmel,v,1 avmk.r ,e •P.ar,11 to Ysw,Y' MII M NI6 I-,- me A,er, La. Nantes sill Cell 1 1-800-227.2000 CALIFORNIA olwcotosaPD.q:Gridi1: 6."Mn SCALE N.T.S. FOH Numb. H I VERIZON LEGEND NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall have block legend on orange background. Colifornio code are designated by (CA). Otherwise, Federal codes ore shown. See Nole ' 3 C14 (CA) r;Ru ROhU ISOR �a LEGEND D Traffic' Cone O Traffic Cone (optional toper) Temporary Sign Direction of Travel �= Portable Flashing Beacon Flogger Closure: Cones or barricades — 0 Advance worning signs, See Note 1 G 0 100m , 30m to 100m . 30m to 100m . 3nm In lnnm O ORE Loh ROAD AHEAD ID 1RYORK W20-4E�l U A W20—i❑ See Notes 2 and 4 TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL C37 (CA) TRAFFIC CONTROL WAIT AND 17OLLOW PILOT CAR EJ See Note 9 Cones 15 m e oL.— s 30 m Max tl 6—® 0 --U— O 6-0 0-6— 0 60 C m k ®G@ � I C9A (CA) W3-4 See Note 7 BC ® RCPARE 3Mox TO See Note 11 ❑ TOP C29 (CA) See XXX fT Note 10 D NOTES 1. Where opprooch speeds ore low, advance warning signs may be placed at 90 m spacing, and closer in urban areas. 2. Each advance warning sign in each direction of travel shall be equipped with of least two flags for daytime closure. Each flog shall be of least 400 mm x 400 mm in size and shall be orange or fluorescent red —orange in color. _Flashing beacons shall be placed of 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 control unless the end of work area is obvious, or ends within o 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. NEXT MILES", use o C16 (CA) sign for the first advance warning sign. 5. All cones used for lone closures during the hours of darkness sholl be filled with relrorelleclive 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 doytime closures only. WORK 0 See Note 7 0. SIGN PANEL SIZE (MINIMUM) LANE CLOSED q 1200 mm x 1200 mm — Speed of 70 km/h or more 900 mm x 900 mm — Speed less than 70 km/h ❑ 9mx1rnSpeed f 70 km/h or more C30 (CA) See Note 8 914mx914mm Speed less than70 km/h © 762 mm x 762 mm ❑D 914 mm x 457 mm O 914 mm x 1067 mm O914 mm x 229 mm 7. Additional advance sloggers may 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 flogging —station and flogger shall be illuminated and clearly visible to approaching traffic. The illumination footprint of the lighting on the ground shall be of least 6 m in diameter. Place a minimum of four cones of 15 m intervals in advance of flogger station as shown. B. Place C30 (CA) "LANE CLOSED" sign of 150 to 30D m intervals Throughout extended work areas. They are optional if the work area is visible from the flogger station. 9. When a pilot car is used, place a C37 (CA) "TRAFFIC C014TROL—WAIT AND FOLLOW PILOT CAR" sign of oil intersections within traffic control area. Signs shall 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 shall be Type I, 1 I, or I11. See Notes 2 and 4 W3-4 C9A (CA) W20-4 W20-1 BE m ONC IAA ROAD RCPARE ^tl�-+ ROdD TOP t10RK TO AIIEAD AHEAll o a o 0 C29 (CA) See ,,pp XXY. FT Note 10 `31fd O �® 49 Advance warning signs, See Note 1 Gale cones Tabto 0C.3(CA). Iopor Long Ill Crltotlo for Tom pointy Tro trio Control Zan aa ' Minimum T opor Length for Width of OIhot 3.6 m (W Speed S (kmlh) Merging L Im) Shilling L12 Im) Shoulder U3 Iml conlflcr• L13 Im) 30 21 f0 7 30 40 37 10 12 30 50 50 20 10 30 60 64 42 20 30 70 150 70 53 30 60 160 go 6o 30 90 .20J 1D1 60 30 too 225 113 75 30 110 1!40 124 03 30 ' Maximum ehonnali[er spacing lot all speeds on one-lanellvo-way lapels is 6. tar 120111. Maximum chennelizer spacing for all speeds on ilmnshaem lapels Is 6.1 m (20 fl). All other lopers ale as shwm. '• Use on intermediate and short-term projects Car taper end tangent sections v hoso there elo he pavement markings or vmele there is er conflict between existing pasement markings end thennefixers. _ On 51.1. higtwiays o spacing of 3 in 110 Ill Is recommended for leper and tangent sections shwm on 7A.31 end V.42. ROADRYOR C14 (CA) Op See Note 3 Table (IF407. Maximum Spacing of Channollxer Spacing Spend (kmlh) Maximum Chnnnolltor Spacing i Topal' I Call- Tangent Carl con111cr' Im) 30 6 12 3 40 0 W 4 50 10 20 5 60 12 24 6 70 14 20 7 6o 16 32 0 90 f0 36 0 tOD 20 40 10 110 22 44 11 ' Maximum ehannellzel spacing lot all aimed-. on one-lentilvo-vray tapers is 0.im (20 ill. Maximum chennehtet spacing lot irl lipoeds on dw.nall9am lapels rn 6.1 in f2o if). All other lapels Ole as shwm. "Use on rnlemmedole and short-term projects lot toper end lanpenl aeclions vdhelo there me no pavemers molkings or vdmele Thera Is a eonflrcl behveen existing pavement merkingl and cimmi,tnen. On Stara higherrya o spacing of 3 in (to II) Is recommended lot taper and tangent sections One- an Ifs-31 and TA-32. 1AUTCD 2003 w/CALIEORNIA SUPPLEMENT BURIED PLANT BORE PIT QFIBER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE //El SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (PDH) ❑ NEW HAND//OLE EEI NEW MANHOLE Y SLACK / STORAGE LOOP III GROUND ROD 25ohm G) CABLE IN CONDUIT AERIAL POLEANCHOR ® POLE —� DOWNGUY 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 —WM— WATER LINE ' �I—I—I• RAILROAD TRACKS -- CENTER LINE I,noe,unl N"11o.� e.au.a 4asv4als a u.. ao..,l.m,.,rt cee. r,pvmm a prO 11MI rwpnaugn NarnMr a M IFew4 b.rare •r.,mu a rs.vreu• w1u I,. xY14. r„r vwr pv ru..s Lo. nr,ex.. wm Call l veauoN uuw eswsa, CALIFORNIA elwererr, 1Ma—au.ar PD.11: Grid1l: COY OF - fANrROL ee. w111a arnw aaen, rlxl.graem. ^^^^^^��• r, JIM IIISItOP r•�. gnFe er, eJIM n N1sHOP SCALE N.T.S. ._.-_ FDH Number STREET TYPICAL AVENIDA HERRERA, AVENIDA VELASCO, AVENIDA MARTINEZ, AVENIDA MENDOZA, AVENIDA NAVARRO, AVENIDA VILLA 4BTW, CALLS ENSENADA AND CALLE SONOW ROW--- �... .. ........-... ... EOP C/F 30' 1a' 36' IT 30' €oP c/. ROW AVENIDA NAVARRO (BTW, CALLE ENSENADA AND CALLS NOGALES) ROW---- ... — _ ... _ .... .... 03 BORE prr 3O' EOP CIF 32' SORE28 1i 6d' 30! top C/F BORE PIT 12' ROW STREET TYPICAL AVENIDA VALLEJO RowIL 30' 12 fOP C/F la' ed' 3W 30' 28' p Row._.... _ _ ► r ._ _-_._.. - .�. _. STREET TYPICAL AVENIDA RAMIREZ, - AVENIDA VILLA (BTW. CALLE ENSENADA AND CALLE NOGALES) Row 30' ��— EOP C� Bb' 36' 30' top ROW.. y.-. .� .r T._......-.. - 12� T .... STREET TYPICAL EISENHOWER DR. i ROW....- .......-.rs ..........-........y. ....... 60' 8' C5W top C� s , 1 32 28' ' 76' 32' 5t} C/i' d' MIN Lw ROW CALLE DURANGO r -I r -I r 52020 77585 52020 52025 FP P996 91D 53' 1-I25' SD 52060 $2045 52040 52071 53' f-LIMI SD 15"x20'MH IWX20'HH VAC, LCT 52080 52065 52060 L .J L J P99163610 r xy 52085 52080 tj y 52100 1 52105 z52105 a !00' f-!. ' SD 5212Q P996371D 5i' l-L25' SD 52120 Bales Sales $ J L o d r L- J L J a _ i r "1 P9533081D 52150 52165 Fp �, PL 1--1,25" SO 52170 52105 �3 52180 52185 N N O 10W t-Lugs, SD 0 TAG !09' !-Lt3' SD 52190 " 52203 $2195 52218 $ P907715D RISER DETAIL � 52200 '� 4E 52225 VAC J L J Ls. 1*io` W •t' P90771 SD "a ZIP CALLE SONORA r -� r � S2260 52275 F' 62' ! Lt5• 52280 52295 52300 J el' 1-1.0, sD 00 L r -t 52320 * FP * 52307 52340 * fsr t-l.ES• sD 52360 L J r 52370 52395 L J r 52380 52415 FP t0r l-L23' SD 52420 52435 1117' l-iR3' ftD 52440 52455 244 x 38' HH 's7' !-Lf~5• SD 77570 52465 L .J L. J STREET TYPICAL CALLE SONORA ROW.,•. r rrrrrrn rr r r.r �fi � EXIST. POLE EOP C/F 2a' 19' 3a' 30' n0/Pr 11' ROW STREET TYPICAL CALLE ENSENADA AND CALLE NOGALES I Row--- _ .: .. 30' EXIST. POLE top C/F i 218' 1a, top 12' Row GENERAL NOTES 1. CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES, 2. ALL CONDUITS ARE 1.25" SO UNLESS OTHERWISE SHOWN. 4. ALL HANDHOLES ARE 17" X 30" UNLESS OTHERWISE NOTED. 3. SEAL ENDS OF ALL CONDUIT 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. i 7. COIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P. 8. THIS DRAWING WAS DESIGNED AS PER M&P V1.5 r 49' -I VAC VAC P953061D VAC VAC 52310 '" 52295 P953051D 52330 52333 52350 L NO TAG J r 52370 52375 P92281D 52396 52395 NO TAG 52400 52415 VAC 52425 P227710 52440 VAC 52460 52465 P44472CWT -� r -1 77667 77687 NO TAG 52280 52295 52300 52295 P9347110 VAC 52325 52350 VAC ' P922291D 52370 vac L J 52390 52397 Ax P9046331D 52400 52415 N A 52420 VAC P944B61D VAC 52445 52490 52455 L �1'Y,%" P9082800 J 4as' W-v r�M�P -- -' v-W CALLE ENSENADA PL 1-1.25" SD N PL 1-1.25" SD N P44472CWT P908280D RISER DETAIL RISER DETAIL NOTEi CURRENT ROW NUMBER IS 30-30, STREET TYPICAL AVENIDA BERMUDAS (BTW, CALLE ENSENADA AND CALLE NOGALES) ROW 6• �"••. top 4' TO 16 PKWY C/F 32' 64' 4' top Row._. _ _ ._..__ — _ �..._. _ ._....,-. VICINITY MAP TG: RIVERSIDE COUNTY - - PAGE, 879: E-1, F-1 —CAL, L,L,�, 1 F 1 . ,..{ • lal. �y� . . r f-. 6 kU t6 A t a jgT ICA 1 ` 1 Xt ii Ito 1E ±+AsT u ...�!! �cm �. CA Ii o Iw1 _ ... l 7.. I I 1 > to ji-N At 1 < x ,rt�uMN I :. `'�• V J 0 R vL a n rt PL1-4" PVC RISER CNDT R_4 L=7 a a RISER DETAIL P#910494D MH13I 1 1 PL1-4" PVC 5' PL FDH 432 1 E/W 3-1.25" SD PL FDH 432 HH ASSEMBLY 1 5'X3'X4" M# 11022806 1 1 I PL250 GROUND 1 124' 1_TT 5' — CALLE ENSENADA N o o EXIST. 2-4" PVC 176' _r PL 1-1_25" SD IN 1 PVC T `O 6 EXPOSE & INTERCEPT EXIST. 4" PVC 6' W 3 3 co 0) al z m o Q Q > r � 77707 77745 NO TAG 52280 52293 P9234210 VAC 52305 52320 VAC 52350 52355 P022301DAh 52370 52365 L J r -1 VAC VAC 52414 VAC P293071D 52420 52425 VAC 52435 NO TAG 52490 77750 L P99308D J m W-v VAC 52225 P905041D 52230 P923211p 52300 52333 tVAC P905040D 52340 kk 52360 52365 P92 11 VAC 52385 4 L J r -I 52390 52395 P912682D 52400 52411 I 52420 52425 P9126830 xx 52440 52445 52450 77000 P908279D 'J CALLE SONORA 52220 77841 PSI 243D 52230 52310 52315 NO TAG 52230 52379 52350 PSI2914D 52380 52391 qq. L d J r -1 52400 52395 NO TAG Xy 52410 524i5 52425 P923401D 52430 52445 NO TAG 52460 77842 L- P9082780 J d s dc 52220 52253 NO TAG 52e34 $2273 tr1 00 P940051D 52293 d 52240 j Sa337 NO TAG 52280 52385 b P92233►0 52290 52391 L J r 52405 r � $2220 52279 P912121D 52230 52295 52240 52337 P90314310 52260 1 - $2270 _ 52355 P922341D 52390 = 52375 L J r � � 52400 52385 P90374410 XY s2410 52415 52412 52445 P002431D 52416 52465 4 77920 52485 L ?,4"t'�{r'� P9002441D 'I 52270 52301 52300 P92301Ip 52320 82333 52350 52375 L J j m r P9101110 VAC "I 52395 m 52400 52415 P922351D •C 52420 52425 poHnT' 52436 VAC Ah MH #13 52450 ite EO4 te)s, R 52448VAC L ?,S"t3b" y4'�ss4' .�.... �. �..�. � �• -- ,. , ._ _ •^ ., -- • . . 22:1 11 r w-4 I'Wt W-V w-C �S' v-W s 1"'"P t63' W-W ew-r !60' WW s'w'T f?64' W-W aic� azvrs� PL _1-1.25" SD__ PL 1-1.25" SD CALLE ENSENADA1NO1, �- • avt tc�'r4•w`� N _ - " CALLE ENSENADA a e 3-146• to CaINON tOrtx �, o N /PL 1-'1,25 50 N / O PL 1-1%25" SD N P99308D P908279D RISER DETAIL RISER DETAIL P908278D RISER DETAIL G LEGEND. r 52500 52519 P9213411D VAC VAC w 52550 52553 P911589p 52600 52591 52620 $2621 NO TAG,,, 52640 52641 L r PSI15900 "1 52660 52661 52681 52680 NO TAG 52691 $2690 52701 P9115920 52700 52711 52710 77850 NO TAG r 77821 Jfx 77885 P41491CWT 52530 52545 52560 52553 P41490CWT 52600 52591 °� 52620 52611 52650 52617 L r P41473CWT 52660 r 52670 52637 52690 p996961D 52690 52691 52700 52705 P096991D 52710 52715 L P9074571D -j r r "Ir 521520 + * 52523 2520 Bases ' 1-tas' SD P1482CWT �'' 24'x3e"HH RISER DETAIL PP 16" x 20" HH SM30 � � 52531 y 52540 � � 52545 #ak' l-1.2s �n - 3 J 6s, !-s2s, sD PL 1-1.25" SD a , FR ` N VAC 52535 z 52560 !9A' !-L", so * 52565 1 Xx 20' HH rp VAC �k 52555 52580 s P900e44ID L J L -1 r, J Qa RISER DETAIL r .-1 r r ', 52610 52601 $2600 ' 526ll 'c FP 1'!6' t-l.�s► sD 24' x 38" HH ,,� PL 1-4" PVC FP �' RISER CNDT. •c 52650 4E 4t 52651 52641 N /L R � for t-f.es. 3i 52640 a 52661 FP se' iar f-Lw SD 52660 * * * 52661 Lslw !-t,2r as J P910494D r h 'I FP RISER DETAIL 52670 '11t� VAC Fr 52650 * * 52675 L ' L J r -1 �' !-fps' sD r -� 52680 52690 * * 52685 -1.0' 12 244 x 39" HH 52690 VAC f. sn L 52700 52701 se' t•Lts' sD cl 24" x fi0' HH FR 77920 52715 L JL 52690 _ _•._.. 52695 r J W4' i-Lft' rD '1 52700 ' 52715 241 x 360 HH 52710 52731 J I J S'w-t 993, W-v 404• W-W 466' W-W PL 1-1,25" SO PL 1-1.25" SID CALLE NOGALES N N NO TAG P9074571D _ RISER DETAIL - RISER DETAIL---- 0543-7PFAOBE-H4005 BURIED PLANT: ("",► BORE PIT MANHOLE PULLSOX HANDHOLE PEDESTAL FDH LOCATION' 1 25 OHMS GROUND ROD AERIAL PLANT: JOINT POLE 0 VERIZON ONLY POLE DOWN GUY AND ANCHOR PHASE 2 CONDUIT DRAWING: VERIZON AREA; SOUTHERN STATE: CA DIVISION: WIRE CENTER NAME: LA QUINTA W.C.#: 0643 EXCH CODE: RMT. CODE: WO #: 7PFA0SE RELATED WO #: 7FFAOAF CONTROL #: WO TITLE: 0543-7PFAOBE-H4005 TAX DST: TWP; RNG: SEC: SAL: FILE: REV # REV. DATE: REASON FOR CHANGE ENGR: QC'D: CARD: 0 0� oz aoo4� DRWG BY: SCOTT PALMER ENGR & OFC PH #: 909-0854643 APRVD: DATE: 7/31/2006 SCALE: NTS PRINT # OFI n