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7032W ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION. Finance.Revenue Code E-1 { FEB .15 2007 - w OM OF [AR j&1 TA EI►iAilt�l@ For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:February 9, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Sonora, Carranza and other 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 COMPLETIONNUMM. ESTIMATED CONSTRUCTION COST: $109,850.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: /VFF6 PX,6C-*A( MTT-r 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- 707 5. 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. ignature of Applicant 6r Agent Verizon - Darywl Bowden 870 Mountain Ave. Upland, CA 91786 (909) 608-1358 Name of Applicant. (please print) Business. Address Telephone No. TBD Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. TBD TBD 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 $3,296.00 $100.00 $ P $ . $3,396.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7032 DATE APPROVED: FF-G , /Sj 200 7 . EXPI ION D TE:FE6 _ /S� Z008. BY: .� Administrative Authority "�� . City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7032 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: Pennittee shall be notified the Cityat (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 Y2") of A.C. paving on (" N/A ") of. class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of'six-hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days: No excavation shall be made unless the construction material is actually on the work site. ® R15 - BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (Y) 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. ❑ 1118 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs.. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting . of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A *' ) inches of A.0 surfacing placed on a ( *' N/A ") inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees. to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate .signs; Flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot thesurrounding 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. CONTACT LIST CUSTOMER COMPLAINT LINE 760-342-0551 (local, leave message) 1-8887828-2015 (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 0 CONSTRUCTION MANAGER: John Viereck . office 951-672-4279 cell 951-295-2520 E3 C I N aechinologles August 16, 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 #0543-7PFAOBN-H4013 Location: La Quinta, CA 92253 — *Avenida Cortez *Avenida Madero *Avenida Juarez *Avenida Diaz *Avenida Rubio *Avenida Alvarado *Avenida Obregon *Avenida Carranza *Calle Sonora *Avenida Montezuma *Lane Closures Materials: Conduit - 4" PVC Y ft 1.25" PVC 3� ft 1.5" PVC — ft 2" PVC — ft 1.25"Shadow Conduit 9iSv ft Boxes - 17" x 30"Hand Holes 2 / 24" x 36" Hand Holes 36" x 60" Pull Box — 15" x 2V Hand Holes 1 i Construction - Bore Footage 8 UO Trench Footage 8 Page 1 of 2 SEE 8�8 "A° Z C5) E6:is %V-4 r tra - 1 � I ,<JI t 1 i �. � - —. _ . - - �` � AtlE'S•,� 7J 2 � � ��il .�i r-ram � 7 C .. '3_LFE[ ArE » 2 r, i »AVENIDA _ DIAZ ^' m J2A^ .. a A�T.K7� GAf.�A!RR y4 • AYFM11 A 'FWD �.. y - 4�fNILh A,L+ifi£r y Y;I iv) ? _ monk mo A > ER g r ,rutoX y �.. )A _ AYD + $ >6ERM� � IUA AVD 'AVENIDA tSAS A r ozr A3 V y JI � � � ' � is fib• I � I b ' II �o co 8 - r i+y' - CL V m W N 30IMAN KV 773-20 z�r•.sxarz� !1f�Tt-Ff 9�Nl��f T27®31r.+�rn r. C. A. aao _ o„ POR. N112 SEC. /2 T. 6S R. 6E r5 CALL E ; * DURANGO m 22O © , s ° f 22 0 © 7 h 10 O h g a - a 4�M 2/oos ►v ��/9®©4 N O °:s�gIV /0 @5 5 P019 4or �O 2Q� /� • o /� O 6� 069QC. /9\ CL Q/3((77J1 �/Q a m 941 ►� 8o io /2 �0 SONORA . Q S4000 CdfMO /O A/ WO Lo lJrrin/o Unit No. 5 MB/B/59 9 N N N fI a Unit No. / MB /9/46 •. ' Patti 2S-B./7 Ps.s-90 MARCH 1967 Se e01 o,' 20 © 2 M 3® ®3 q 4 ® 4 d 3Nf1 ®5� a , 4 aif: 7 Q1 9 O .0 9 /O ® Q /0 too ASSEMS4WS MAP AW. r,3 N. 20 AIMS/PE COUNTY, CAL/f. iX u - @ • �4� 2 �J a O � o` ! 1 C n t� s n1 A °V b ✓uAREz r 0 j -J 111 o i ro� �# y Boo Fob o �bON• .® !© O yp r a � C � AAVENIDA DW , y Op m� o� r13 a � � AVENIDA RUB10 o u - e * e AVENIDA ALVARAD ' s � •o 4 s L0 r �o % ^' 9 ©®o 0 ooti®o o ©01 � O '� 0► V y t� is �, b � - 3 b e w LO IC 0® ® © (D) Q Q G G :Q C4 ® ® ® ®®. © C 0 0 0 ev�aine u AVENIDA CARRANZA ,+ 0 2 •a O ro 0 ti n w h o o o AVEaroA CARRAMZA a O ,t • � Je so 0 p 6o to Si 30 So p � .B L _ 4q c h w .4 ry0 w N o h �q Boa©o ti� �o _ ® ` i r 78 + m 30 :e 2 O r Q AVEN/DA RAMIREZ o o � C a Y i \ � b O O � � V o� to �► 4 M � ' 77 .; - -,b Lv G ® ®. q o N AVEN/DA BL o® ti AVEN/DA VALLE✓o O h O O coo oa w �v _ a 4 HERRERA • } 1 jC �®® z �s o VELASCo o LiOg v o, y j Su n �. �. o� Ql B O C v °f a o w • A► _ ! !0 10 o ' E7SENHOWER DRIVE ' (Av�dO SC/rq% W w. N ti n 41 AL: SIDFiCUPiYSiIlSHO�SOAPIASSMIOR THE 000l DATA BM.ASSESASa PORAW 12 T. M I R, 6E MAY NOT COMPEY WITH LOCAL.LOT.SILIT OR BUILDING SITE ORDIHAtICEs. CITY Of LA QUINTA /' �*.' a. 'a 2,45 . BLO X 7 so BLO 7K 91 Llp� O O O O O O Q 0 80 g ea a .14 T.R.A. 010-017 020-071 020-091 020`104 BLK RooG(D LOC m rxtoYaen o�oy �1. a oLk cV 167 IV I81.i, B C1C s p es ;a — BL a M oYa b q p O x BLK M 0 ao 43 � I �, >,. �� rase a ' O 14.11 t ��I A a Ir tp !� I t I i MCQ O R IDI a hO {{'1 a FOaydSP S�ItM DATAI IM0 ASSESSOR'S HAP 0773 P0.24 Riverside County, Calif. abi o2a-11s 773 - 24 020-123 25-58 020-157 i ' •o FEES 0 9 2004 O MB 18/46 SANTA CARMEL I TA AT VALE LA QUINTA UN I 1 NO. t 01 1 -1 LIB 18/59 SANTA CARMELITA AT VALE LA QUINTA UNIT NO. 3 11.11 US 19/19-20 SANTA CARMELITA AT VALE LA QUINTA UNIT NO. 17 1 11,11 ' " 1 1M.11 , 1 • u u Jon 2004 1 1H•711111 1 14141 11 1'rs-ea 8 R 01 Afa dW r. C. A. O? 0 -O/r: POR. N112 SEC. /2 T, 6S R. Se l ° 1 I o � CALLE �• 30 2?© Q / t ao ao 21-1�ei e O / ?/ Q ®2 2/ Qa $ 20 ® 3 ` W C Q4 3 4 • $ /9© �4 /9® S, 1B © ®5 /8 © d ®5 ' v/r (E�LJ 6 `i/6 ��S r 0 Q 0 M t— U /T ® © 6 Jl6 ® T m aP�.m.r /5 ® O9 s sd 1 a V Q SONORA rN/S MAP ./S FOR ASSESSM£Nr PURPOSES ONLY 0 n 22wt ©. / 20®®3 3 ,7 ®© 4' p N 4 O ©. 4 1805 ® 5. vn®�s P54 CA Q 14 ® @ 9 14 ® ®9 ; 14 ®® 9 Z Q �. l3 /0 •+e ae ae CAL L E--ENSENADA *-- f i Sonia Corms/ito Al Yo/s La OtAto Unit No, / MR /6/46 a n f " " 000 Na /0 M6 /8/70 polo: 2.7.9_!r MARCl/ /987 4 I m aS.SiEe'►SY,rP'8 A�iOP 8/4: 7T3 25 Rlmst ff a #Vrr, cJp, Sir. a a a a i w v r AVEN/DA CARRANZA M 3e ze B L O C K ' a — AVENIDA RAAI/REI 1 o i t AVEWMA PALL Ed 0 sp BLOCIr • dip o® �. 0 a 3 1 * --- Y ;,--- AVENIDA HERRER B.L C c ir o ®� q4 o. -R r 0 AVENIDA VELASCO (Avenido Serial ti A y . M Z V w E V sci10_ A VA C- PROJECT LOCATIONS AND. LIMITS STREET NAME . LANE S FROM TO .. .. Adams.. - NWSB • H. iii Pis es.twarTHo. Drive SQUARE FEET. Adams.-Sv6e t Adams:fteet' NB/SB Miles Ave n/� —Taima —DriVI. J., La ImDrive s1s. 102600 �R8,475: Ald6MCirdd' N wS_ La Pal EBMB ele Drive ��300 Arbot!:Circe. EB/WB Fronterra Drive End CDS 4.400 '13.719.. AroseI Wa Villeta Drivb�sjs _n1s . . Ash/Place. I a I I i�i I iiria D BIWB Carriel _EWe —els Sanity DH Wve.fts. AWE'll w v way: B/SB _j jj�', -Drive sis �29:800 Aihw;� �Qxjrj W - Court NB/SB. �a ;_erW_Z,," r, yoerry� venUes/s. .7.740: Avenida AN atado, BISS Calle,Sina—loa UsAven Atyaado ". . . . NB/SB . CaI167inaloa Ns lntizu. . as/sAvonGTAlyarWd. 19,840 "WI80"0 . NMB NB/SB . Avenida Montezuma n/s: Ile- G610 Wuragn1sG,.ws 12.400. Avenida Carranzai NB/SB: �. ,: Celle Slhafoa rigs.. 1YU8 I; Avenida Vorti-za/6- 19wo - Avenida Zz. naont_unis-COS varildaCiftz Avenida :000. T 4z� AvenIdA Dlaz IV > n/s Cale r-a-- Cagle1Sinaloa ,: .200.';, Avenida Dial Juarez .61064ezurnaws/s vedaMontezu aVs: CaleYU004n"g1s. 14A00 Juarez. NB/SB, Cagle Durango'ns Celle :$Wald6ldfsAVeNd6 ,080AVOW Juarez NB/SB .0nida-Mohtetuna.stsAvenca ---- Avenida Montdzuna iVsCagle -Yj3wn* s.A06tda 7 -. Laronda EB—WB — Desert U&Drve e/s Wash[ on Street_ Ws 23- 80 63,080;AvefiicaMadero 'Wadefo NB/SB NB/SB Cape .Duran Cald,Sinaloaws. le Sina oasAvenIda , '400_ Avenida 'Montezuna, NB/SB. GaH6:Dui3no 900: Avenida Montezuma Avehli,M Montezuma, NB/SB. L;aue,L)urango.rVs Avenida Rubio W, Avenida Onteafrfia: EB/WB EB/WB - li,� Avenida Rublo,wis: Avenida Carrarfza'. Ayo;_n1_. arrarlzawh.' Eisenhower �Wer., Drive;W/s 37-.120 AvenidaWontezurn .a 11,v0nlda.MortW H/W.13 Avenida Juarez. r� Xv,6d` d 17"Alvariad6'wls 00 a A WONUObre Aveniclawont .s Call A Avenion da'..Ob Cane DUrango*fV lfelSinaloa n/s Cs A46 6 Ida IiZinige jzu5jm;a;:s)/R- T� 19;840. Avenida Dubbregon. KV_e —rJd a NB/SB Avenida Montezuma Ns e Ay -a Avenida R.bWrez NB/SB NB/SB= Avenida Aliaradow/s& CaQ6 D_uranfoo Vs CD' S:: Avenida Ran z, Avenida Ramirez. aSBGape Sinaloa Ns Avenida—/:Montezurria:jV� Al 120; Avenida Rubio, NB/SB NW_B, Av6nldaWnjequn2a Ns Cape Dura_q,n/s cm... . 22 NB/SB.Pale Sinaloa Cal wslhil0 Vs Avenida 19;680 .Verldi-ROblo 17.120NB/SB RUJ16 aonnanC9116-Y00 s! Avenida :Valle jo AvefiRa—V6 e NB/SB Cane D.0 Celle Tfoa —S/S wsln6 6ievs 20.025: Avenida Valle NB/SB Qalle Sinaloa rd� _rVs., ��v_18�:M;;tezurn, p 42;TW �. NB/SB Avenida Montezuma CDS- Avenida VeWcio NB/SB Cagle q=; hA 18A00. nida'Wlasdo A Avenida Vdlasco i;TB—IS8 Calle Durango sts. loaW.6 19;040 Avenue-47 NRIS-8- EB/WB Avenlcla,blontezuim�a rds; 23 23:rA'O' VIJ Bal enyLane Washington Street 61s ' AdamssUeetv/s 108. 108,145 B a A?�* Lane EEVM �Coldbrc,_ok Lane els ih B a 86 Lane EBNVB ert�roo� k Lane e/� s Sunbrbol : ne w s - k Ija 1 7,9201 B B irchIcitiett -Circle s EB/WB §u_nbf0ok Lane efs a b Lane n/s Adams Streett �W/s _1 400 1 ERAN Star Lane pttei N815133 tar F . lower Trail n1s Lane n! s- Buttercu lana�,Wlq. 44,8W 38,160 Blau Ell j Sta Blazi f Star Land Bradford Circle or C EB/WB BuffercupLane wis Du ' p I ms Road 29j5 ?�] Bdd . Y Way NB/SB Seeley Drive jEnd 23.0.401 z,-tivvv 1 Page 1 C rP No. WOk\ Butter "La ne Lane NMB NB/SB d— End " BIa n4,SEawTrai.Vs Blazing Star 7ra1 Ms .B car060-rde 3I6zinSWrTrail: SCDS o Wrigld L he Ws i3j440I "..' GWtemaia NB/$L EisenhoweOrive e/s, AV—e0i0a: Bermudas rmtdas.Ws. ,400 19159caleDUra 40.,8040.Calla NBISB Ayehida'Nuestra, rd AvenicatbTorida s/i 900;o., EBIWB Avenida ron e1r Avenida Carra z4,wl06110daigo 7;200. Celle EB/WI Avenida'Carranial AV i— 90 Call-idal HfoalgQ. EBAJVB )k'venicla RaWriez: RRER� � � EBANa AVenidaVoMfle* -61s Avehia.Herrera . W- �/ ..Calle�FI0. - . . - Z0EMS - , "L_a'P .Avenida Herrera e1§ knjdj'Veiasco,W/S: . 7.040, —_E_—B-W1B n'e"'." H,!h& A hida' elasoo e/s Eisenhower orvCSe - e Caieiiollo NB/SB ldNr- Avenida la ofidasI .19,840-!c NBISB s AOrl.. a -7L,0�40 19,840 , .�cum flowma La Fonda N LIPS1. Ns.. (W10:.-Ta w", NB/SB Avenida Nuestmxt/6- CDS an, E.'.9.99. BAIVB,' EisenhowerE"r- PjI- Averild; Bermudas-W S': --Carle C Avenida Alvarado w/s Camino Aitrl NB/SB n ft CDSCamino HliciNand P.61I ____L7,040 EBIWB 0I I Dive _WS Rosada:Ns`.'31230 Camino Azui S'. obiniho. L&O-ij6— NBW rfifnd.Del 21,001 c4nWriaDri��. E-B—MB Ocotillo g1s; CDSI 161-4391 `14 DflVe EB/WB 6�b�ffo - nve Drive —WIS WS m lao., Driv; 0, 999 20,480. Carmen....Poe WB/SB Till s 'CDS, Carnes Circle. EBM13 i $eele'.5R�� ve 19j,800: Carrie:L.a*hb—. NB/SB Vid6da Drive s/ Plai*sfs: .18900'... Cin Court EB/WB I I a, ve, C YQ. 3 MiNis Avenue -4 Q0 0010brooklane NBISB S e sM ...... Rock Court s .51, 7 T W; ... NEY$R. " bland Pblrh§ Cameo 7Pa rn6�s- j .5 e060.1 CrWRIA Gardeea Y•jlleta,Diiv6 QDS..., 5ROO NEWSS .Blazing Star .9 -16 Drive- N.BtI V4)rl Drive'.hls 40-320. Desert Air DIPVP am 4127.9 Desert CreTFDdve E13/WB Desert Ws Irnsi-IR PIP _R Dune 76D A80' D60, :E6 .OU' 010C it" NWS9 L'�" Stream -Stream Desert: -Stream 20.4.80: Desert ps NB/.SB Crest Desed Crest Di"'U. Mye. 2711 .5.0 FO* ye Pow: FmO* NBI.SB' L)eSertI(,:rer;t dD�S . 1'6.480.i Pod�Hikcourt NWSB. Desert RodeCddrt.: EBN.Vff b7e_sed:F6I ODeserintsWC CDs 48! 79' Desert Sand Court:. NB/SB. N11�6& 1c*shVS 1&480 Qesett Stream Drive. EB e. add §eft y Wit: QeWtStreain:DHve' + --::j EBW Bridgetw way+ C Cani L. ::�,Q 80� Desert i�BISB Dose Z �C rest .0 . r4st* S. MIS Oese n.WinI - EB/WE3 Desen Al e�s CDS .1.6A8Q,. 19119591 1)riV� Diane e EB/WB,: Brid ette VYa wls e NOW WiI -7 22. 55*1 Diane, 0 EB/WB Debblei W/S .prive, 1,200. Eisenhower Drive... Calle'Midfld sts kid,r- lda_Bermudas. s1insEisenhowerDrve: bnI d. NB/SB - �Vencallofitezurna sts.. Calla -Sinaloa ., ..*+:EWbhh6werDhve EisenhowerS/s;Drive alleSinaloa s/� c CallNo.eI sts IeN;'ilessls _O CallaCon " iln.-u Elsb0h6wpDnve .+ a n/s Palle -Mad HdS1S__ Forlm'Clidd j5plelley Privae(s V16 Won . a;3e—/s FO,501,Code NB/SB Huttercu Iane:s/s CDS- 171879,11 Fhqd Mrin g Drive EB Jefferson =Paln-,sR_oadw*1s 185:'5001 Erect: Wart 1palm F 4ingt6h S� 114 Page 2 Page 3 r� PERMIT NO.7032 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber. optics/W.O. 0543 — 7PFAOBN - H4013 — Various cove locations including Calle Sonora and Avenida Carranza In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1.982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 3. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is' found to reduce the vehicular sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 4. The permittee shall not install improvements with the intention of providing video transmission services unless the pennittee 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 without the approval of the City Engineer. (Please see attached street list) 10. The pennittee 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 pennit. 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 Page I of 8 r4 PERMIT NO.7032 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBN - H4013 — Various cove locations including Calle Sonora and Avenida Carranza The individuals identif ed,on this list shall be callable of responding on any work day and within 1 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 pen -nit 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 1 st to Aprif 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 4 PERMIT NO. 7032 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFAOBN - H4013 — Various cove locations including Calle Sonora and Avenida Carranza 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.fbwa.dot.gov/HTM/2003rl/part6/part6-toc.litm and http://www.dot.ca. og v/hq/traffops/signtech/mutcdsupp/pdf/CA-Cliap6A-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 Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 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.7032 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber. optics/W.O.0543 — 7PFAOBN - H4013 — Various cove locations including Calle Sonora and Avenida Carranza In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1.982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 3. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 4. The 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 RV 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 slung seal and cutting through these streets will not be allowed without 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 . Page I of 8 c10 PERMIT NO.7032 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBN - H4013 — Various cove locations including Calle Sonora and Avenida Carranza The individuals identified on this list shall be callable of responding on any work day and within 1 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00, a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (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 PERMIT NO.7032 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFAOBN - H4013 — Various cove locations including Calle Sonora and Avenida Carranza 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 htip://mutcd.fhwa.dot.gov/HTM/2003rI/Tart6/Tart6-toc.h-tm and http://www.dot.ca.gov/hq/traffops/siwitech/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 Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 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 f PERMIT NO.7032 Verizon Upgrade #15/Install PVC piping & various sized hand holes for, fiber optics/W.O.0543 — 7PFAOBN - H4013 — Various cove locations including Calle Sonora and Avenida Carranza 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 c. 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 pennittee 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.7032 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBN - H4013 — Various cove locations including Calle Sonora and Avenida Carranza 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. Special Conditions Page 5 of 8 PERMIT NO.7032 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBN - H4013 — Various cove locations including Calle Sonora and Avenida Carranza 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 4 PERMIT NO.7032 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOEN - H4013 — Various cove locations including Calle Sonora and Avenida Carranza C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved''/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades: 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 J' PERMIT NO.7032 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBN - H4013 — Various cove locations including Calle Sonora and Avenida Carranza 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. Special Conditions Page 8 of 8 0 �Iv � ttix I Irr ylt ! a-�- r 4✓ 4-HF i �{ i 1 1 ✓b �} ii� r jl �'d}�. r ^iY ' 1 ! tC } - 4 i(iAv iJ: {• a ,r 1{ My �}'i � � 1� i N "•� � � 'k {y 1 1 i':} tt�.� ty� + ' r - I I 'k1zM` ✓ L I I �t � t� i t fit i2,x N. t�,at li E' ' ,:. i }'ll., F i>•i t L .i P.} +',t�'!'vT' t 'tf JYl ry�l r_ • �i�} � I � rr1 it .I- I � ik f ty� !� I �' `\,�((�� 1. 1 !1 �� t f y�t•� !¢'� MCI .�r.v :.y. �. .?: •.1...J .y� ,, � ..r r ih k Ct "r it 1 f } � rt' i L 4{ t i i k ! �. ''Lt� �,�'t i i 'a- G-r 1 13 - r } � i aL i t I, 1�I1 E,H J l .�. 1iP i i E• i`TL! I .r� t! I ly �i" k i 7 F'i'}�IR�4 I M1 �I+V; ; t V. } �ild}1 i:.'A'_iu'lu��'uiw avit'��i��WG' t L �r'ay L I 4i I � I I y yd t �5. a'i tu!} r a 21 !k i- I ], f 1 -P ..11i,,��..t. } ih1 Nit r ..n. Ip Jd 'K,r}-., k 5 T, e�fri t ,;1i.. V i � �,.r 1' �Y �fK�: ' . L ' + f t ' 1 • J 1 ' 1 1 1 D543m7PFAOBN VERIZON -FGEND BURIED PLANT OBORE PIT QFIBER CALLOUT REFERENCE HH/MH CALLOUT REFERENCE LL 1-4" PVC O w SUBDUCT CALLOUT REFERENCE RISER CND 1 RPL ,r IS _ _ Job R-. TERMINAL CALLOUT REFERENCE \�// V L=7 �[ FIBER DISTRIBUTION HUB (FDH) ❑ NEW HANDHOLE CF CF - _ _ M NEW MANHOLE RISER DETAIL I P SLACK I STORAGE LOOP - GROUND ROD QQ AA_ 25ohm :_-I - O� al-mc. Q CABLE IN CONDUIT AERIAL ' ,. 124' I —Q POLE ANCHOR PL FDH 432 ® POLE PL FDH 432 HANDHOLE A SEM13LY DOWN GUY 5'X3'X4"-' M# 11022806 RISER DETAIL PL 250 GROUND GENERAL ' ease PROPERTY ADDRESS ® SPLICE - PROPOSED RUNNING LINE 10' PL 14" PVC--8' FDH BOUNDARY -CF- CURB FACE E/W 3-1.25" SD -EOP- EDGE OF PAVEMENT - -FIL- FENCE LINE ' OW OW ---- RIGHT OF WAY r GUARDRAILS -COM- COMMUNICATIONS LINE CF _ _STORM RAIN LINE I - N N -GAS- GAS LINE ^ -PWR- POWER LINE CALLE SONORA -SAN- SANITARY SEWER LINE ' rn � (p M -WfR- WATER LINE }�—�� RAILROAD TRACKS ' • T- --- CENTER LINE • I - CF - ewneeu waxrr er n»oe..e.�.n • . _ ROW OW 9emY1 to 4p�b' YO W v.aA rerYaa pa Alwt L0. Runeer u0 Underground Service Ater,--, t 6' LL " r can: 1-8010. -2600 U Q 3 18l � zI Q w - u-. o.m U _ V[IUZOa alley eTAT6 Q CALIFORNIA olaulow Pg.#.879 Grid#:E7 - 0 O W 0 cm or QUINTA conTaoL NO. QLA vnae cease eecw LA QUINTA 0543 rleLono en e„ rIM BIs.OP 7PRA06N onn 08108108 alone. AT, oJIM 7FFAOAF • . en BISHOP ono 08/08106 SCALE N.T.S. mlEl FDH Number COUNTY OF RIVERSIDE H4013 ENCROACHMENT PERMIT • - ' • FTTP FIBER DIST. ROVIE PRINT-2- or 4 VERIZON LEGEND BURIED PLANT OBORE PIT ' a Q FIBER CALLOUT REFERENCE au NorDAPvtrDxaDe uoasID our �� mE TE97WONECOAPANNAS mLIGEITLrAr7EMPIED 70 CORRECnYLOCA7EAMDSUOWALL EX87TNG HHIMH CALLOLIT REFERENCE ' 1. PIPELINES AND ov® SUBSTRUCTURES IN THE vrmNTY OP me WORK BUT TNla COWANY DOD NOT B'B4w CDT OUARANTEP TTtFRewREMO OTHER auearRllcrl/Rea P.MLURa OP mBCOYPANrmBHowwtL EACHS/DE 7RENOIII SUBDUCT CALLOUT REFERENCE SUBSTRUCTURES IN TKOR CORRECT LOCATION WILL NOT BE MAIN MR A CLAM FOR EXTRA IWRN AND eBPMALT BU/RFA/S VARIES TTBCONTRAC/0'R ANALL AS AMPOASBALL DAAAOD LE FOR ATO SUBSTRUCTURES OWNWER ANOMM OR STREPTSUBBURPACE VARIES 'TERMINAL Nor. - . CALLOUT REFERENCE ALL MORN SNALL CONFORM TO 7TB LATESTEDTMON Or TNESTANDAND SPEMPIOA7IONS FOR PUBLIC MORES - NARNINO TAPE 1r BELOMBURFACH _. AND SUPPLeREnA THERETO (A A?AOC. OREENOOM AND TO TWO STANDARD YLANH A11tD SPEmFfrJlTrorra or - �-/ IJ(I FIBER DISTRIBUTION NUB (FUN) FILE WITH TTB DIRECTOR OF PUBLIC WEANS TSVBDVCT dB' PIELORMSFORNMINECT•ORComr►YREVIEWWCOWMUCMNARAW/NOeN AWMADL'ArTNEmSCREMMOP WN•�vD e- TO fr&ALB BASEFOR THE CrTr m COuRrr CDNwmuCmw LWPEC!m PR0TEC110NOPB9RlDtCr 1 ❑ NEW HAKDHOLE •. AELNEWMO UCTTON(ANDABOVBOROUNDAPPUMBNANCD)SNALLCONFORMTO CT'MBCOUN►SON/NOA007 M NEW MANHOLE RUHmWNON ORmNANCER. ' • CONJTRUCTTONMDRN/NARTEMAL N/G"AYA/ASUBMCTTOA RARUMU 0P2OOPoOTOPEN 7RENCHATA Y SLACKISTORAGE LOOP CONTRACTOR ' UBdNm II'DRK HOOD BETWEEN SUES AMANa t90 PAL YMDBALL YEA mGALERTMARKa NLAoe O/I Crry TOTRECPI TM STRWM CURB. GUTTEJim R AND SIDEWALPL AND BAMOUL 70 A' STANOAImA . GROUND ROD - IOLLOM/NO SBNIFUCANT COMPLMTON OPNFJO CONSTRUCTION. INS CONTRACTORYU3T RnrOVHALL USA NOTE, 25ohm mG ALERT MARRDYAD90M C/RSTREET$ CURSE. OU77ERSAND EDENALKA, BACNNLLASST BECOP MATISUL REBTORe CONCRETEANDABNU r O . CABLE IN CONDUIT TomcaffAm ACCEAA fO /NTEISID LOGRONB oPMOEL mHCONRACTORMUBrAPPL►PoRA • TEAPOAARY NO PARKING PFRIOT FROM TRIO CnYXOUNrrS PUBLIC MORKA DEPARTMENT. AERIAL • TAAFRC CONTROL PLANS SNALL BH PREPARED AND AUBMwTED MR RHWPWAIO) APPROVED Br THE Corm" FITS TYPICAL 1-4^ TRENCH CONSTRUCTION TR.APFICE CONTROL PLAN PREPARATION OUBEYNEB. NO TWO CONSECUTIVE rMrrRaernorM axAu Be Ra.oAEBL . —Q POLE ANCHOR 2 CONTACT 7EI®L UONH COMPANYINSPECTOR 48 HOURS IN ADVANCE OF CONIIRUC7UNL - A NOflPYALL UTILITIES . OTHER SUBSTRUCTURE USER% AND UNDERGROUND 8ERNCHALERT(I-50" Z41") ®` POLE - TWO WDRK/NO DAYS PRIOR TO CONSTRUCTION.' DOWN GUY -4 NOTIFY LOCAL FIRE AND POLICE DE➢ARnSMS Ie ROUND IN INADVANCE TO CONSTRUCTION. - a MO IFY OF - Ar , MPNOAr— RISER DETAIL _HOURS OVADVANCE OF CONDINUCAON. - um rJNUABNm •a CONTRACTOR 70 OSTA/NASTATE D/VSION OF INDUSTRIAL,uPEYV E[G NATION PERWIF.(WC AAAO OF THE �Y CALIFORNIA LABOR COMBATED D4.Tz LOfJLOONSTRUCYFDMPMWFSDOA'07 TTNIBREIXRREJSHT. per• p�•m�r GENERAL NOM^r LL�nN� 'T..: CO1IRRACPoRd PlWO170lS ON mP.ADB drIHdTALL TIMES. T . ALAp _. _ ® PROPERTY ADDRESS B. rRAFPICE CONTROL TO BE MA/NTAUISDB►SrWPIU% SARRIOA04 PLARMgEIC. AS SPECIFIED ON 71m PLAN • - "--- ---"_.—. - - ® SPLICE P�� -' - - `s N PROPOSED RUNNING LINE B.�N� ' a CONSTRUCTTON RIOT MATERIAL USED AD TO CONFORM RUTH VERIION TEIEPNONH COAPANY SPECON TIONIL tJNY ' FOH BouKOARr 1a CONTRAC1DRmuranLIANHOLD PM=70UIYOWAVATIOKIPSURFACEMEASURESENTSOEMMFTYE gyI � • Z FEEr OR MORE rwoM AECROM LEMGRS SNOWS Now" TEIDNONH OSPECrOR PJIOINFE/DNO SHALL BE � IAA ABT BCReMPoSF(B!N! -•F— CURB FACE l CONSULTED TO DETERMINEIP TUB OEM TION MLL CONFLICT Arm CABLE ORDERIT. - i • mCROUR`_ fm !ie O1^P�MQ SOP— EDGE OF PAVEMENT I1. MANNOLCAwDIOR POFm L•^^• TO BE PLACED PORH COMMIT PLACEMENT. GSPQm . -ff22, RO1. _ � LINE —F/L— FENCE LIKE '1b PRECAST NANNOLEH AND OR PULL BOXES TO BE SET ON ANUUMM OF SIX(B) INCHES OF COARSE ROCK OR - BAND CABS GAP SZZdQAS1 AND GaP elfzaoeroe4. mr�v �� - cAYeArAr>'R , —__ — RIOFIT OF WAY ` - - - fa YAMMOlPB AND PULL BOXES TO BE RACKED To VENQON dPEC/NCA7fOM UMLPSS OINLRIWdB NNWN ON - GUARDRAIL DETAUS GBP 6YTAdO2.WN AND GAP Bff.MOOfOTA Tw/m4D McRYs fNSDX f'LOIID dif/D vRDNte —EOM— COMMUNICATIONS LINE W ataMmID Dorx INW flrRl.NBED f4 COMPLETED MALL mCJOVDDAND MANHOLE NECK L[MGmd (GRADS 10 CPILIMG) 10 BB drrO1VK. } HOLepLauTroxaPROnD®� Puee —URN— STORM DRAIN LINE J/ N,m,NA 1TA.CTPJOHMAL eaDc/IOVID eruct fa PULLNNOIN/RONS TO BE PLACED D/RECTLYBELOW FUTURE DUCTENTRANCE$ AND OR OPPOSITE WALL "^•'�'A eewae MPLACewm eaaBB lrs Mur. - —GAS— GAS LINE PRoM Farno H DUCT ENTRANCE. I'AN'NwD ®r fa ePTPDe eDlv:n MNrcMAIre.BArm TD DTIEEa BOAR, POLELL ORAWINOLLBITrII/corfDuwDlutL BD TYPICAL NANDHOLe PLAcEKENr FHD GROUNDING DETAIL —PWR—'POWERLINE IDu/PPm NrrrHPNna rN /SEMIS - WIM LATERAL IN SIDEWALK —SAN— SANITARY SEWER LINE fT. ALL QYTIER1NStlR BUR/ID CABLE IO NAYBAMMlISY OI SP'COYER BeEew aVITeR GRAD AMD FLOM uae Later - —WTR— WATER LINE uNM IINLEae aPccrs/cID owmRMae fa MROADWArAmu Mr2RE PROPOBID a!/D.ROAD BASH H4s MaTBt2Nr PLACID, ANADORTONAL TYPIWIL MISER OPTAIL RAILROAD TRACKS EaNEEN(fB71NI=DTDTxewwarwNCDYID aE.ow TIBVROPoem aunER aRADa ow raowa.,.w - —_— CENTERLINE fa eHONCOlYDUIr AMDORWA/ID GABIe[:AmLHOROUNDCOVER L_JAw4CENT70MANNOLPXATM . ' M INTERVALS ONO TREMCHY MHERA AADATAMDINER Po/Nr COVER mFFERD BUBSTAMTIALLYFROY PROPOSED AVERAGE X'DUCr 4eme•ne N•n.y m mAxvAa ALL DumsFORLWAE/TR CHeGL MA/AREL TO DBII'PoRroucr,);'PDa Bpnucm AND (LENOm VARIES) B•Nvae alBYfr arR.. oe.�®� PI'PoArDYCT. PROPOSED NANBNOLE C�Namtwrm MluaO muB7IM0 4 FOT WILL OCCUPY HUMS NAwM r. PEDlRND YACANORrI.TARAOIITNIRHID DURfMO mBCONBIRYC1lOM PBOCEB; ITIBTMLDTBH 1BD877N0 - ACAIISRIl[ID. D '1MmM m BN[aTAb' w10 M •An6 F> 1® MA Yti IA M®M mfh - PED `K 1/PPED M@I a EDanNo coNmuTIWuc REou/RaREAaRAMaLmIrDrALBE LOWER. ow avunsDVERMTIPrIOPm - - MGm9—ne •M�IROM OII2R AUDBIRDCR/RED O/t PROPER BNRAMCH INTO YAIDIDLlS EX eraDMDr= •OIeIR/eI DNCIIts axAu ee LNAMTAnaDAeovR snow, oR eesroHAMD ewsTaD f d1IBBrmKTLURL (EDUON BeaoMawraeorID.l BOREP?—/ ' M YL RAD/LEDD ISSNaT fOES�•d'••"^MmCYMIDCOwCISTHIID GBP PIACRCBSlBfOS.TOT, 603 NO CONWUT BETWEEN PEDA BVCR COPPER m CONMACIDR TD YPJRIFY HALL ID MALL AImOR MALL IO Em DvoucrsrRUCIUReNSAauRENrEPRB L �.. HCtBf/ROmNIAN AB SHEERED Po1118 MBNREST(WT. - ' PMALT RO m RErolm Nmw WALL TD wAu dslwaNrElvra Maeerr4wAav�rorrTo errvmer �•••••^•• .. rWAle aF .n. vote TOLYPRDvnEDf vuaL aslewaA:'rrNDruTm '• �; '. �.•.� a-NmIGmY wAL1.TMC1GlQ!Bl WB1e6 CASMio SMAL SH_. CeDt1-80O227-2600 m eAiND OR BLIRRrTD ESLOIIN ORPoRCIDUIIDCABDNL MIU'N SAMDWf/BE4 PROVlDHw TNA!'B INTN NVEWALR7 SEAL AT COTI/Em! NCAWMa .''I 1:-=e?`R- PLAN In.n4umuNoaFnMrmmuNmERa4mA�aunm,era TYPICAL FOR USING - EXISTING CONDO? sfrYNa44Tuure-J Ir,•muwB r. DORE OR OPEI TRFMCJ/ PON BUMEO CAAte. BRIO WXS) Sur ESREOUDI8tOc4rnna TO BE rAVrL)mlwm.a/ uursl .'rr vKuruuTB-/ OafeRRB®ArY wuavwrrmR CONTACWR TO aacA x—cB Pm Aran BnlCOIOa eorNerm . � mrAia/an .uOiAnD�ucTri ' a CAALeO_PABL_OAUC40P : AND Lsa PER POUT._. . a wWRlFD L'AmHMI4tIDMWEN TRPNim1. aAIm BAEoat MILL ESISOtR@D. ANDOWUWOPr BEOW BORE PIT 8 NANDNOLE PLACEMENT DETAIL AND rrAsare rxa tABLB 1RElmI AACNOOS r0 Be nFe r4Da.rm fAnrA!• PTce21 MM aauRNrlrveswcKraa (FITS) st vrnrzow aNMtcTaemLSGIDM�Te^••'•DE/YDIANS FLACEPMr. cUNrTiLT CONSTRUCTIONN07EI . al.�� 4 oA TDAOPxerarAMDARD eaNVAerraw W�mem rawrvocu fe ANWNALmraX T/PBOr VART UR TArIOURB PRlORTD STARIDRD CONwIRICTIOM. TIODN/ONS NLOMlR� L �4NBTUTJTmYo4feY/OOfonA MGL a aNmMEATA1mACENCYNPOwr MLL QAI®L.ACm mTNABArMrACrIONr OI PROFmnOwNRID Da INADB�Yr4naa rOrvra4r+fm OOVIXISNIALAGENCI: YGM Dm MDlryo /WTmAI/Ivc TTONs®Eno cAmnrlWe Ja REPIVOWO PoISYIrORYTDOECDrGA110M lw 1fBlDlYMIA DLaRA. �m TOMITI®IOIfMMRNDRIOYLNNWN/IAmATB - v�N.m.•c..NcaN�...AY.4.nBr;amAr• YOtMON YIDS BTAT6 CALIFORNIA • n roNRRACTDR DTrmNwue oeLE EIR//INa PIVEmfTWARIQNa DR MvmNBNu TxorNa WfDBN P9.4:879 Gdd#£1 ee DONE TOrG nVXr N rResroREAI/YDANIAaED T m aATraFACTroM or Tr/a1011 Mawrrcmrrwdu owL Muavm�~ComrrexAu i an or LA QUINTA mRROL Na - m n MILL ESTNII CONTRACPoA'D RlBFONaSBnr Po /fmNDBTRAFRCCONTROL ARROwAOA/m 4NAu PROF/LE I, rAANrARTEDrs Arm oNANonmrPlBlrc RIONroFwwrwe mRecTeoerTrmereTL; L•DUNn, oa�� i'\_P'dO1O� LM.AL AYIMOURTI: TISCODTSTD ID /MCLIBEDMiTO BID PRICG (JOB 1D PROPOBEO - MAMDNOLL • rTgOfBARMn LAP�QAUe1HTA ®G 0 543 ,m CONTRACTOR BMeLL bOlAllr MOUDDIO AT Tlm I1METI® �� CONmI?/Im BASE ARB/LACED. MOUSSE TO AB /BONDED Br YER60N[ AtmlMr. xNmm HP JIM BISHOP 7PFAOBN _ NBEU ALITASURON MUBB AAE Po CA OROAmES WIN A i'X B' BAMIS ROD AND M BRmMDIMIfM Amy BOSH 4a ALL . , racLaoNMS. .TYPE^.I DAC/lurLOGATEDElAlL rN4� 08roBros D®N:NHDan 7FFAOAF DETAIL FOR USING - - EXISTING CONDUIT - JIM BISHOP ' — mY aeroaos N.T.S. .T.S FDH Numhr • • COUNTY or Rwomloe H4013 ` ENCROACHMENT rgmlR PTIP FIBER Disc. ROUTE rNloR r 4 .. F VERIZON ♦ LEGEND . BURIED PLANT r�e�eira>�e O BORE PIT ALL N/OTEB APPLY UNLESS CROWS; OUT ' AMBER CALLOUT REFERENCE f. THE TEIEPMONB COMPANY MAE ODANUITLYATIEMP7ED 7D COARECTL Y LOCATE AND MIOWALL MOdITNO ♦ AND OTHER AuBArauawass, H TNr OF THE WORFf Bur MR COMPANY DOES Nor -• ` PIPELIFMB VICINITY GUARANTEE THERE ARE NO OTHER SUBSTRUCTURES PAILY24.5AA WIDTH REOPrMBCO"ANYTOSHOMALL HHIMH CALLOUT REFERENCE 0 SYBSTRUCTVRES IV THEIR CORAEC►LOCATTON WOi NOTOEA BASIS FOR ACLAM FOR EXTRA WORK AND /'� 7NECONTRACTORSMALL BE RESPONSIBLE FOR ALL DAMAGES TO SYBSINUCMAES NW27WJM SHOWN OR ( _ SUBDUCT CALLOUT REFERENCE NOT - \JVCJ ALL WDAR SMA• • CONFORM TO THE LA7ESr EDMON OF THE STAAMRO SPECrNCATIONS FOR PUBLIC HORNS TERMINAL CALLOUT REFS AND SUPPLEMENTS 7NERETO (APNAraOG. OREEMROJQ AND TO 77m STANDARD PLANS AND SPECD7CATTONS OF FILE WITH THE DIRECTOR OF PUBLIC WORKS. , FIBER DISTRIBUTION HUD (FDH) • RELORBVIMONSTOTHBCITY ORCOYNrYREYIENEDCON"NLI= APDR MMOSMALLWB EArmHo/SCRmmmoP . F THE CT'OR COUNT -CONSTRUCTION /MdPI:CTDR . ♦ ❑ NEW MANDHOLE AUN CONTRLl TWM(ANmA MOROYMDAPPURIENANCZS)&W CORM M70 CT-AMOCOUMTYZONIMOAND •_ .. SYROMBION ORDINANCES. O NEW MANHOLE CONSMUC7TOM WORNINARTERIAL HAGMWATS 0 SVAMCr 70A MAXIMUM OP2054 Or OPEN 7REXCHATA ' T7MEAND WORKHOUSE BETWEEN APM. UNLESS AMAND 400 PUNLESS ALL USA DID ALERT MARAN MADE ON CT- SLACK/STORAGE LOOP STRREBM CURD,GUYFM AMD AIDEWALIL 42•EHE/GHT FOLLOWING SIGNIFICANT COMPLETION OF FIELD CONSTRUCTION, TUB CONTRACTOR MUST RENOVEALL USA ❑ - I --II GROUND ROD Oro ALERT MARS MADE ON CT• SrXEff , CURBS, GUTTERS AND SIDEWALKIL 2Sohln - TDFACUffATEACCEWTOIN7ENVW LOCATIONS OPWORK TI6•CONTRACTORMUSTAPPLr FORA Qi CABLE IN CONDOR ' 7ELPORARRr NO PARNINO PERMIT FROM THE CIT•A?OUM7YS PUBLIC WORKS DEPARTMENf. + ♦ TRAFFIC CONTROL PLANS SMALL BE PREPAREV AND SUBMITTED FOR REV/EWAND APPROVED BY THE CT-JCOVMr S - AERIAL CONSTRUCTION TRAMCECONTROL PLAN PREPARATION GUIDELINES. NO TWO CONSECUTIVE INTRUSECTIONS SMALL AS ctoAen :1 CONTACT 7ELEPMHIE COMPANY INSPECTOR 48 HOURS IN ADVANCE OF COMSTRYCTION. - • , � POLE ANCHOR ,. '•1 MOTIPYALL urunES. OTHER SUBSTRUCTURE USERS, AND UNDEROROUND dOINCEALERT(f-GaM224f3S) ® POLE ' T" WORRMG Mrs PR/ORTO COAmavCROK P ..t NO"" LOCAL MAR AND POLICE DEPARTMENTS 48 HOURS IN ADVANCE TO CONSTNUCTIOX, 20"'DEPTH . . —,��— DOWN GUY S. NOTIFY OF - AT —HOURS IN ADVANCE OP CONSTRUCTIOK - .. 75 LBSI RISER DETAIL .-S COMMACTDR TV OBTAIN ASrATV DINMON OF INDUNTRIA4 WFZrV MICAVATFOM PERMIT. ISEC am OF THE CALIFORNIA LABOR CODE O471EDS4ZL LOGALCONSTIl DRSPMWnVOONOTMp•Sr7NISREOYIREMEMT. _ _ GENERAL r. rCONRlACTDAB PHMOr TO BE ON 7T2 mB AT PEDESTAL MOUNT PROPERTY ADDRESS ` ItTRAFFICS CONROLTID BE MMMA/NPD BrS1RIFING BARRICADE. PLATINgETLA88PECFICD ON7fm w PeMTn. - ® SPLICE w/ /M� a CONWRYCTIONANDMTUAI"LfM ISTVCOMroRM11UH,•ER®W,TR.FPNOl CO"AMrdPEDIFIGA,WNS.. - 144/LM�V FDH PROPOSED RUNNING LINE . IS. CONTRACTDawcAlvUrAIAUOmtES PRIOR70A MruvwrmM MfPSUwACENE LW WWMDe wFIVE - PON BOUNDARY FEET OR TORS FROM SWITCH LENGTHS SMOWLL NOTIPY TELEPHONE INSPECTOR ENHMBEWMG SMALL BE _ ' —CF— CURB FACE CONSULTED 7OWTERMIME IP rM• DENA7TOM WILL CONFLICTWTTHCASLE ORDERM ' S^X 12W OPENING - - 11. MARMOLEANIVORPULLBOARSTOBEPLACED BEFORECONDYTPLACEMENT. GSPS2MU402,3.01. - . --SOP— EDGE OF !ENT • fi PRECAST MANHOLES AND OR PULL BOXES TO BE SET ON MH/NUM OFSAX (B) INCHES OF COARSE ROCK OR •24.5"W/DTm _ IN PAD ' —FIL— FENCE LINE LINE SAND BASE, OSP a22402•m4 AND GAP 911.200 100A • - - - ---- RIGHT OF WAY /1 MANHOLES AND PULL BOXES TV BE RACK M TO VERQDN SPECIRCA710M UNLESS 07HERMSE SHOWN ON T w ' DETAILS OSP e222-e02,204 AND GAP 911.20"10CA GUARDRAIL —CON— COMMUNICATIONS LINE 14 COMPLETED WALL THICXMEBRAMDMANHOLE NECK LENGTHS (GRADE TO CEILING) 7DAESHOWK - —DRN— STORM DRAIN LINE fi PULLING IN 70 BEPLACEDDIREC YSELOIVPY )WOYCr EN►RANGEA AMP OR OPPOSITE WALL - - FROM FUTURE DUC79MRANCC —GAS— • GAS LINE _ fa evuce eOMes wwMrcwwaemHm moTI®ra ADXm, PoW4&.Marmoaed WTIx CONDUTSNALL BE —PWR— POWER LINE EOYIPPED WITH PULL IN 1AG=. • —SAN— SANITARY SEWER LINE 17. wLL GUTIr/l ANDOR duAIED CABLETD MArewrtlllMTYr ovWCOYm AetOW GOITER GRAD AND PLOY LINE UNLESS MEC`ICED OIT®DrtlB - . —welt— WATERLINE 42"HEIGHT - _ fS INROADM4VAREA WMIWPROPOWSwGROAD RwdBMAB AoreEEMPIAcm, AMADOTOMAL --HF RAILROAD TRACKS - oaaTIml(I" INCHES TO IHHMPONVO COVERSELOW nra PROroam GVTTFA HMOEORRAWLINe - - --- CENTER LINE fn Wrorcoawrnwlmow euarm eAMe caste aaOUND wvm (_JwOMCENTTO AfaNHo+E4 wrap . AID ALOMO fRPJfpI ANDwrwMOTHm roDYr Wl®fl COVER OlFFlRd BUHdrAM1TALLrFROY AVERAGE AveRwaE ttnGerMVI IlGlaw m. MAMDRFLALL DIUCAwAOYAL/rr CMI'CL MAAP10•L TO Bdf4'wRTDYCr,a�'wAM)"DYG78. AIm . aKtlae ANMMII7 > Vr Oo�met al'FnAI'OI/Cr. . ' raAw nAW1tlAD1M Al.ltl�rlm .Z • MvmL,n b M lvo•A L,l,.. Zt. Yzxd VACANT oucrARd assrumed wxR THE CONdAtuCI10U MOCES4 THEY musr BE - ' Amtt b mtvwb•.ID Gw M6 MrmREILLD. ' ib Tm�MM AFNI LD.M®ttn e.lh - - ZZ pOdIDlO COMRI WD1NROIARE RIARRANOMmrf(RAISA LOWER, OA SPLAr) TO /fR10r PROPER ••�^FIMM OIFMAAUBdIRUCNRED OR PROPER C7/TRAl1ICe r11ITO MIAOrOIFi ♦ a ArINKIUMCeARAMCeordlX(SllNC1¢DRNwLLSEMAIMAINEDABOMBELOW;oaemDeANmlXtlITMO 20" DEPTH .. w60 � ' eD ttDerglmtttD SeIYI AktN SUBSTRUCIVAC PR,raoM eEcoND.ArrXCEPrED.1 ' 75 LBS. .. - • - Lu aLL awM seas txwN aD•70 dEduam WITH cuasmcorosre Nra oavPAweneE eMalw.mr nDi , _ w ' ffi CONTRACTOR 70 YPROV NALL'7D WALL ANOOa1GLL 7D EM0 OP DI/CT dTRYCTVRArEAdYRFM®ITA MP.Aa!/NrMmMS 1D BE AFCORl9 w 1IIE MPARldrFODr. 16 RECOFONd1IMA{L,DWALL,PMII MAHd[Cf10MAMA�/r7DR//lltlrr-•.H - - .PEDESTAL MOUNT, PAD FORFDH .144, 216, 288 & 432'CAB/NETS r PtACS{4DLTPROPNET®POLL ROPBH DI/CTGIlD14TED - 216/288 FDH - ZS MMUrIMI WaLL TMICotFds DiaTm CAdlXO arcu Bey - CSS1 too-22'7seoo ' s sum oAaauAar70 erLolrM aN wRceD RFrO ewadrn WxeMraANmrouseD,FwNOrw7lDIEEOm1/ amMawremHENwoitAarM;L - TRENCHING 31WIDTH ah TVAO�m[MIDtl PSRIOrTl21/NOIR CVAB AND QYTTEq ITC . >f. BOItlOR OPEIr TTtEMpF wABUAfFD fJHIE,dRICSKX�rarHB RLONRE LOTJTIOMa TO Sd ' DSTERMTvER6ONOVPECTDA, eoXrRAClOR TO BACIORL aPYCS PRSAAER dPLICdOtl COMPLtRES.PA - ZL CABtetl_PABI._GAUGG OD=:wND LBi TER woe._. 46"u EIGHT 4 xi rreLlA¢D cnatetlPTACEDHOPEM7RFMCFLSANtl BACODl IrBL HSH�YWEQ wMDMVMR/M OPreM.OW wND 1raeOre TTm.•.<.. 7ROICN BACIORL TD es me fDD.vrm /arww} • . M VERQDM OIDPECIORTD COORDRMTr CJalBOELIVQ(IwIm PYCErE1Ii. CONTACT O - ' 1X MOURN IR/ORTD arwR7TN0 CCmIRUCTiOM TLlE/HOMr M/�. . aa. dNRUAERYAND tAImdCAFIFm WILL BRREPLACED TV THEM7RUAC71ONOPMOIER7VOMMER OR Hue De. ooveMMLwrALAaexer. 20'w DEPTH ypt¢OM ARAA maim M RAAVUIfOtlTD COADOAITD TIDY OP7Hd CJTYOFLAONMA. CALIFORNIA a7 CONTRACiORWILL RPMDAPAMOAMIAGCD OAOT1tFRW7dr OBLI10lA7[D aTWPaFO, PAY�TTYARIVNq OR OWMWm rFroMA. cams! PB.A:879Gridtlfl RA/dEDVAveMrerrMAM_mL�vAarr RertwcomrraHALa dr aoMm rOTHEAATtlFArnDN w7He r 115LOS• an w cowTrtDL FIG. a RWlLLtu71/ECOMRACTORSR[SNDFtllB/LIfrTDFWONDd7RAFTICCONTROLwRRaWeDA/moMAu ' rAmawaTndedAMDoxAMo7HraPravLICAlaxroF+wrwsOfaEe7rrer7HeerwTacOYMn,oa LAOUINTA LOCLL AYTHOAITT TIIB COartl iD BB IMCLIlDFD HTNE MD P'RICS HOIUdO10ATT1D!m¢Tra< PEDESTAL MOUNT ®D MA coNrRac,DRaM.LLroYNr coanYnwMD BAdBAREPMAGELL MOIJdIMD 7D BB/ROVtl®Sr YEA®11L . • 432 FDH LA QUINTA 4a ALLFIBER DlHTRldYITON NYBD AR87DOB OROYAfOEDWRHA-XCormuND ROD AIm Sd OaDYND MRB Rn JIM BISHOP 7PEAOBN rAc v oMra Dr.o BmB - ' o®clMnen 7FFAOAF or JIM BISHOP SCALE = oeroe/oB N.T.S. PON Mlanber COUNTY OP RIVQtlLL1E H4013 • EMCRCACHMENT FERMTT PITY mom DIST. ROUTE 1--A or 4 VERIZON LEGEND Table 11CJICA). Toper Lan0111 Clltorlo far Tantio—ty Ttallia Carshal 2onae Speed S Ik.,M) Mal —in lapar Lon0111" tar WldIh of 011.13.6 nt IINI laorging L Iml Shilling U2 Iml Shoulder U3 Ile) conlllcr' U3 Ile) 31) 71 IU 7 3U 40 37 to 12 30 60 60 20 10 30 60 S4 42 20 30 70 150 7U 63 30 Oil160 OD 60 30 OD 203 101 Oo 30 100 275 113 76 30 110 240 174 07 1.30 • IAaxim in ehunnekzer spoeing lot all speeds w onedanellwoway lopets is 0.1m (20 (l). Maximum chenntlltei spacing for all speeds on dwensaoem Inputs is 0.1 m (20 d). Allothotlepers era lishewn. •• Use an Inlerm-dial. and shon•lernt plojoels br toper and tangent sections whole them ate no pswment markings as wnate Thom is o conflict between existing powntent matkings end channelisels. On Stele highways o spacing of 3m (t0 6) Is recommended lot leper and tangent sections shown an TA•31 and TAJ2. Tnblo 6F•102. Mal lalual Spacing of Channollaar Spacinu Spood (kalllilfall - faaxlmum Channullaer SnEn Toper' so00unl Ile) 30 (1 12 40 U Ill 50 10 7000 12 24 70 14 20 10 32 0D 10 36 g110 72 44 ' Maximal channobzct spacing lot all speeds on one4analn— dy lopote is O.1m 120 0). Maximum channelizer spacing lot oil speeds on dowaslroeal lopeta is 0.1 m (201n. All Gillet lopem Glo as shown. - Uso an inlaimalsolo and Shod -loam pojeeh lot toper and tangent aections vhoto (hold ale no pawmont markings at vAteto Iheta Is a conflict balween existing pawineal mmkinot and chonnalltets. On Stoto highways a spacing of 3 in (1011) is itcommendod for lapel and Ioncent sections all— on TA•31 and TA•32. U3 D 30m to 100m 30m to 100m • •//7/f� • Ilk • • �`��///I SHOULDER WORK 0 W21-5 NOTES I.Where approach speeds ore 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 of 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. Flashing beacons shall be placed at the locations indicated for lone closure during hours of darkness. 3. A C14 (CA) "END ROAD WORK" sign, as appropriate, shall be placed at the end of the lone closure unless the end of work oreo 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 14EXT Iv11LES", use a C20 (CA) sign for the first advance warning sign. 5.AII cones used for lone closures during the hours of darkness shall be fitted with retroreflective bonds (or sleeves) as specified in the specifications. SHOULDER CLOSED FE W21-5A SHOULDER TAPER SHIFT= U3 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 orrow sign shall be either Type I • or Type 1. I. 8. The maximum spacing between cones along a tangent shall be 15 m and along a taper shall be approximately as shown in Table 1. 9. For approach speeds over 80 km/h, use the "Traffic Control System for Lone Closure On Freeways And Expressways" plan for lane closure details and requirements. 1OWhen 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. NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall have block legend on orange bockground. California code are designated by (CA). Otherwise, Federal codes are shown. SIGN PANEL SIZE (Min) ❑A 900 mm x 900 men © 914 mm x 914 mm © 750 mm x 750 mm F2 914 mm x 457 mm TYPICAL SHOULDER CLOSURE 30 m 150 m \ r' ROA�NYOR C14 (CA) See Note 3 BURIED PLANT BORE PIT QFIBER CALLOUT REFERENCE a// HHIMH CALLOUT REFERENCE ( • ' SUBDUCT CALLOUT REFERENCE rYJ TERMINAL CALLOUT REFERENCE PIBER DISTRIBUTION HUD (FOH), ❑ NEW HANDHOLE ©M NEW MANHOLE Y SLACK I STORAGE LOOP GROUND ROD 25phm (E) CABLE IN CONDUIT AERIAL POLE ANCHOR ® POLE DOWN GUY —(� 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 RAILROAD TRACKS --- CENTER LINE nenl Meta weuon data.a t t w II..Iae.e.,.nw,1 see...avttw a olo.I... le.,,paallan HYTMr Ie M Ie.eea OeM. 'tetmn le p.p.eY` MII N W I4. Fa yar pip Matt Lp. Hrna. apt Cant 14300.227•2800 s.slp zarrtw I UI44H, CALIFORNIA -lima. GridH: DH Humh. H Advonce warning signs_ See Note 1 30m to 100m � 30m to 100m 1- ROAD WORK RIGHT LA aHcnD CLOSED AHEA W20-1O C20 (CA)(Rt) See Notes 2 and 4 NOTES 1. Where approach speeds ore 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 of least two flags 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 at the locations indicated for lone 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. 4.11 the W20-1 sign would follow within 600 m of a stationary V120-1 or C11 (CA) "ROAD WORK NEXT MILES", use o C20 (CA) sign for the first advance warning sign. 5. All cones used for lane closures during the hours of darkness shall be filled with relrorefleclive bonds (or sleeves) as specified in the specifications. C20 (CA) (Rt) m to loom TYPICAL LANE CLOSURE See bale oL-,3 0 0 0 0 0 0 0 0 0 0 10 m 0 o WORK AREA at 0 / 0 See Note 7 W4-2R See Note 10 6. Portable delineolors, placed at one-half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Flashing arrow sign sholl be either Type I or Type 1 I. B. The maximum' spacing between cones along a tangent shall be 15 m and along a toper sholl be approximately as shown in Table 1. 9.For approach speeds over 80 km/h, use the "Traffic Control System for Lone Closure On Freeways And Expressways" plan for lone closure details and requirements., 1OWhen specified in the special provisions, a W4-2 "LANE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. 30 m o- 150 mi\ ENU RRAI) 1YORK C14 (CA) See Note 3 SIGN PANEL SIZE (Min) A❑ 900 mm x 900 mm O 914 mm x 914 mm © 914 mm x 457 mm Table SCJICA). Toper Length Cllterlo far Temposary7rofnc Control zones Minimum Ispor Length" for Width of Closet 3.G in (W ) speed S lkmlh) Merging L lml shining U2 Im) Shoulder U3 Im) Connlcr' U3 (m) 30 21 10 7 30 40 37 19 12 30 50 50 29 1D 30 60 04 42 20 30 70 ISO 79 53 30 oD 100 g0 fig 3D 90 203 lot 60 30 100 225 113 75 JD fill240 A 124 F, 03 JO *Maximum ehannelltar spacing lot all speeds an one•lonellvm. y lapels is G.lm l20 n). IAeximum ehannallzer spacing for all speeds on dovmstream lopers Is 6.1 in 120 4). All other topers coo as ahwm. Use on Inlennodialo and short-term projects lot lapel and tangent sections vmoio there ate no pavement mmkings or vmem (hero is a conotcl between existing pmomenl markings and ehannallxere. On Slate highimys a spacing of 3 in (10 n) is recommended lot later and tangent sections an— on 7A.31 and 7A.72. 4, Unless otherwise specified in the special provisions, oil temporary warning signs shall have block legend on orange background. California code ore designated by (CA). Otherwise, Federal codes are shown. LEGEND 0 Traffic Cone Temporary Sign Direction of Travel Flashing Arrow Sign (FAS) 6,0_0 FAS Support or Trailer Portable Flashing Beacon Table 6F.102 Maximum Spacing of Chonnalltar Spacing Speed Ikmlh) maximum Chnnnall—S ncln lapar' Im) longonl (m) Connlcr' test 30 6 12 3 40' a 15 4 50 10 20 5 60 V 24 G 70 14 20 7 60 1G 32 S 00 10 36 g 100 20 40 10 110 22 44 11 ' Maximum ehannehzer spacing lot ag speeds an cnn•lanellx v`4y reform Is O.tm (20 111. Maximum ehannehzer spacing lot all speeds on darmslloam topers is 0,1 in 120111. All other Wallis are as sham. Use on Inlormetsale and short-term ploitels lot toper and tangent sections vtI too lhtio ale no pavement mmkings at vmele (hero Is a eonhicl bon4len existing pavement malkingt andehonne0zers. On Slots IdgMrays a spacing of 3 in (1011) is recommended lot leper and tengem sections charm an 7A•31 and TA•32. MUTCD 2003 w/CALIEORNIA SUPPLEMEN VERIZON LEGEND BURIED PLANT ( ) BORE PIT QFIBER CALLOUT REFERENCE �a HHIMH CALLOUT REFERENCE t J a BOUCT CALLOUT REPERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FDH) ❑ NEW HANDHOLE ©M NEW MANHOLE Y SLACK I STORAGE LOOP —III GROUND ROD 25ohm Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE —� DOWN GUY _ RISER DETAIL GENERAL Q 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 —WTfi— WATER LINE }—�—)—t RAILROAD TRACKS --- CENTER LINE Imnan°n)NSU,w s•euon 4ata4an au. o°..nwsr ces° v.svuw . olv Atw1 MMtmsaon NYTMr Ia ti lanwa e°Iar. •M,a11 t° room.` MII Mar114. ra s°sr Ga Nwl L0. NUnlwr rill aTAr4 VaxlaeN AIeM CALIFORNIA orneroN, .-store. Pg,tl: Gridll: cnr or coxrnos no. yrws ANrctu sxrNl n JIM RISNOP ^ SCALE pg�d H.T.S. PONNumbs H LEGE14D 0 Traffic Cone lemporory Sign Direction of Travel ® Flashing Arrow Sign (FAS) (00 . FAS Support or Trailer Portable Flashing Beacon See Note 4 C14 (CA) L''RIl ROAp 40R FDJ 30m to 100m OL ROAD WORK AHEAD FA W20-1 See Notes 3 and 5 7oblo BC.3(CA). Ta per Lonalll Cdlerlo for Tomporary T,allio Conl,al2onuo Speed S 0m11.1 Mlmmum 7apor Langth" for Wldll, of Olreol3.0 in (w Morging L frill &Milling U2 Im) Shoulder. U3 Im) Conlllcr' L13 Im) 30 21 1U 7 31) 40 37 1S 12 30 GD 60 20 IU 30 DD U4 42 20 30 70 160 711 - 53 3u g0 Ig0 UD GO 3D 00 203 tot au 30 100 225 113 75 30 . fill 124 -:1 30 fAeximum ehonnelicas spacing for all speed& on one•leneln vay [opera Is 6.1m 120 n) Minimum chonnoloot spacing for all Speeds on dtivmshaam [opals is 0.1 m (70 fl). NI other tapers tiro as Shown " Uso on Intermediate and shod -lean pmlecls lot toper and tangent sections where there tiro no pmemnnl markings at whom Iham is a conflict between existing powment markings and chennelnsan. On Slo[o Illghways a spacing of 3 m (to n) is recommended for later and tangent sections shown on TA•31 and TAJ2. Advance warning signs, 30m to 100m 30m to 100m L A W G rD �; \ A IGHT>10 ❑ CLO A> W 1-4L C20 (CA) (Rl) FYI >117 MPH C W13-1 See Note 9 NOTES 1. Where Approach speeds are low, advance warning signs may be placed at 90 m spacing and ploced closer in urban areas. 2. Al least one person sholl be assigned to provide full time maintenance of traffic control devices for lone closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of travel shall be equipped with of least two flogs for daytime closure. Each flog shall be at least 400 mm x 400 mm in size and shall be orange or fluorescent red —orange in color. Flashing beacons sholl be placed of the locations indicoled for )one closure during hours of darkness. 4. A C14 (CA) "END ROAD WORE" sign, as appropriate, shall be placed of the end of the lone closure unless the end of work area is obvious, or ends within If larger project's limits. Tahlo 6F.102. Moxlmum Spacing of Channoll&or Spacing Speed Iknllhl Maximum Channaluef lino cln Toper' Iml lurid m Iml Conlllcr' Im) 3U U 12 J 40 h l0 4 50 10 20 5 60 12 24 6 70 14 20 7 80 16 32 0 00 III 36 U tOD 20 40 IU I10 22 44 11 Maximum chorrith n apaclno IDI all opoeds on 0—iiincto—ay tapers is 0.1m (20 nl. Mosimurn ehanneneo, spacing far all epaad, on downaneam [am. Is 0.1 m (20 n). NI olllal Iepene era oa elloeS "Usti on Intanmedoto and oho,l•lerm p1oI6oIS lot lapin and tangent aaclions vAlero them me no powmonl mi nkings on whom Ihmo is a conflict Wlween existing pannienl madirg, and chenneh&on. On Biala highways n opacing of 3 nn 110 n) is ,eeomnnonded lot [after and langenl aoetions en- an 7A.31 and TAJ2. See Note 8 L DSee Note 10 L I/ L See Table K 31 ble 6C-3 See Table 6C-3 o a 40 ® Io N WORK AREA •' W9-3 W20-1 CEMER ROAD LANE WORK w AHCCLOSED A' D i)♦ 100m -1 30m to.100m Advance warning signs 0 o`\ Min 60 m See Note 8 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 relrorefleclive bonds (or sleeves) as specified 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 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. E W1-4R MPH W13-1 See Note 9 10. The maximum spacing between cones along a tangent sholl be 15 m and along o toper shot( be approximately as shown in Table 1. 11. For approach speeds over 80 Icm/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) tone 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) LANE CLOSED AHEAD" sign. SIGN PANEL SIZE (Min) ID 900 mm Y. 900 mm u 914 mm r. 914 tam © 750 mm x 750 mm F2 914 mm x 457 tam TYPICAL LANE CLOSING W/CENTERLINE S,m Note 1 — — C14 (CA) ROADNnoR 0 See Note 4 NOTES Unless otherwise specified in the speciol provisions, all temporary warning signs shall hove block legend on orange background. California code are designated by (CA). Otherwise, Federal codes are shown. MUTCD 2003 w/CALIFORNIA SUPPLEMENT VERIZON LEGEND BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE /// ❑ HHIMH CALLOUT REFERENCE 8 BUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FDH) ❑ NEW HANDHOLE M NEW MANHOLE Y SLACK / STORAGE LOOP —{II GROUND ROD 26ahrrl Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE --EOP— EDGE OF PAVEMENT —FIL— FENCE 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 —}--FF RAILROAD TRACKS --- CENTER LINE ImPerunl x Wa s.w.n 4aeron air.. rr..wm,w,x cae• . .2 s oho aswl re,.,un,.osn xemsm. a r. r..,,.a Ixla.. •Mxnll le 4wTr.Y• will ti NM. Fw yw. oho A,.rs Lo, xwewr>In `ems I" Calls 1-600.227.2600 CALIFORNIA omelox, Txo,.w. wnosa PB,H: Gridfl: crtr or coxlnos xo. wk PlfTalw pxCx, Fli&aaD OT, an JIM RISHr1P w wwwn, ice, i1 peagxae aTi SCALE ay, JIM OItiMOF N.T.S. F0N HamM TnW H VERIZON LEGEND LEGEND ® Traffic Cone Temporary Sign —''r— Direction of Travel ® Flashing Arrow Sign (FAS) 000 FAS Support or Trailer Portable. Flashing Beacon 7 able 0e.7(CA). Taper Long In CHlnrIn lot Tampnrnty Trnlife Conbal Janos Speed S lkm/h) Ahnmwm Tape, L-gib" lut Wldlh of Oflsal 3.0 n,(Wl Mo,(iln0 L in l) Sllllling U2 Im) Shoulder U3 1mi Conlllcr' U3 Im) 30 - 1 10 1 3U 40 37 to 12 30. 60 60 20 to 30 OO1 O4 42 20 30 70 ISO 70 63 30 so IU 00 GO 3D 00 A 10,1 00 30 100 225 113 7G 30 111) 240 124 03 3D ' Maximum ehannalizel spacing (of all speeds on onclenelimmay (opors Is OAni (20 fl) Maximum channalizer spacing lot all speeds an downstream lapo,s is 0.1 m (20 h). All ether lope,, a,. as harm. " Use on Intennedialo and sho,l•le,m pso)ecis lot lopor and tangent sections Miele Main In— :; no powmenl malkings of whale lend is a conflict balween existing pawmenl makings and chonnolizers. On Biala highways o spacing of 3 In (to O) Is recommended tot lopes and tangent sections 1.n on TA-31 and TA-32. lohlo 6F-102 Mnxlmunl Spaclno al Chonnollzor Spacing Speed Ikmlll) IA.0—in cl—i-Brat 6 iocin lapel' Iml la„04n1 Iml Connlcr' Im) 30 6 11 3 40 a 16 4 le to 20 6 To 12 24 6 70 14 20 7 SO 16 32 0 00 111 30 0 f00 20 40 IU 110 22 44 11 ' Mason— ehannahzo, spaCI.0 1., all Speeds an o—lanclo—way lapels is 0. 1n, 1200). Mwimum channelizet spacing for all spesos on dmwnlloam tapaf, is GA m 1200). All amet loped era as ,11avm. " Use on Inleteledala antl ah.11danit rxoiacls lot leper and WOW eactions 4nno Iheto eta no potential madrnga of wlallo Irmo is a conflict balmen existing pawmenl ma,kinip an" channouzers. On Stole hfghmy. o spacing of 3 IT, (to n) is ieeommenead lot lopet and langenl sections an— an TA-31 and TA-32. TYPICAL CL❑SING OF HALF ROADWAY See Notes 3 and 5 C20 (CA) (LI) C20 (CA) (LQ L.IT tANC LEFT LINE CLOSED CLOSED hllEhll AllEAl1 0 13 L u See Note 10 L L I See Table 6C=3 See Wole 12 See Table 6C-3 See Table 6C=3 $ee Table 6C-3 — ® —� o ram® ® —fo— ® e—� o ri — — �� ® 0 o- Advance warning signs ® I I ® ® too o ® See Note 1 Advance warning signs, 0 t_ See Note 1 I I o ® ` B i ® WORK AREA — c�' 30m to 100m 30m to 100m 30m to 100m ® �v j 4�na O (m i Q71� PJ 0 j .1, D 1 /° C14 (CA) \ � 60 mAD \ ROAIEIRIYOR IRVOORK RIGHT LA A AHEAD CLOSED I See Note 8 VJ1-4L See Note 4 AHEA 0 © SIGN PANEL SIZE (Min) W1-4R VJ20-1 C20 (CA) (Rt) W4-2R MPH © NOTES See Notes 3 and 5 See Note 13 W13-1. OA 900 mrn x 900 mm yy See Note 9 MPH 914 mm x 914 mm i El N13-1 © 750 mm x 750 mm See Note 9 �D 914 mm x 457 mm NOTES 1. Where Approach speeds ore low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. At least one person shall be assigned to provide full lime maintenance of traffic control devices for lone closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of travel shall be equipped with at least two flogs for, daytime closure. Each flog shot[ 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 locations indicated for lane closure during hours of darkness. 4. A C14 (CA) "END ROAD WORT:" sign, os oppropriole, sholl be placed at the end of the lone closure unless the end of work area is obvious, or ends within a larger project's limits. 5. If the W2O-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 lane closures during the hours of darkness sholl be fitted with retrorefleclive bonds (or sleeves) as specified in the specifications. 7. Portable delineators, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 8. Flashing arrow. signs shall be either Type I or Type 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. 10. The maximum spacing between cones along o tangent shall be 15' m and along o taper sholl 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" plan for lone closure details and requirements. 12. Unless otherwise specified in the special provisions, the ( 1/2 L) shown between the two (L) lone closure tapers shot[ be used. 13. When specified in the special provisions, a W4-2 "Lane Ends" symbol sign is to he used in place of the C20 (CA) RIGHT (LEFT) LA14E CLOSED AHEAD" sign. Unless otherwise specified in the special provisions, oil temporary warning signs sholl hove block legend on orange background. California code ore designated by (CA). Otherwise, Federal codes are shown. IAUTCD 2003 w/CALIEORNIA SUPPLEMENT BURIED PLANT BORE PIT QPIDBR CALLOUT REFERENCE , Q^- HHIMH CALLOUT REFERENCE ( J BUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FON) ❑ NEW HANDHOLE NEW MANHOLE (CD Y BLACK I STORAGE LOOP III GROUND ROD 26ohm O' CABLE IN CONDUIT AERIAL POLE ANCHOR ® POLE DOWN Guy RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —FIL— FENCE LINE --- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE RAILROAD TRACKS --- CENTER LINE Cod. n.0 . ale 7Wr1 WNno-um II b e,ve.a.' MII»..ILL rat lwr Me Al- La. 11-1 sal Cell I n.aOO.227.2000 vaaaa« A«Ll1 e1111e1 CALIFORNIA mvuwnl 1Ma1w aYlaU Pp.IY: Gridil: wmz ra an— I encH1 FOH Numbs H VERIZON LEGEND NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall hove black legend on orange background. Colifornio code are designated by (CA). Otherwise, Federal codes are shown. See Note 3 C14. (CA) lino Ronu IvoR D LEGEND a Traffic' Cone O Traffic Cone (optional toper) Temporary Sign Direction of Travel r Portable Flashing Beacon ® ro TFlogger TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL C37 (CA) TRAP FIC CONTROL WAIT AND FOLLOW PILOT CAR rEJ See Note 9 Max D See Table 6C-3 Closure: Cones or barricades 0 ® Its ® O 7 0 O —� Advance warning signs, See Note 1 D'Ill.- O fe 30m to 100m . 30m to 100Vim m In 100m 'S0- In OG ® Ali U ONE Loh ROAD MEAD WORK 120-4 0 U A W20—tO See Notes 2 and 4 C9A (CA) \3-4 BE ® TO REPARED TO ® TDP, FA C29 (CA) See XXX FT Note 10 0 ®m See Note 7 30 m Mox See Note 11 NOTES 1. Where approach speeds ore low, advance warning signs may be placed of 90 m spacing, and closer in urban areas. 2. Each advance warning sign in each direction of travel shall be equipped with at least two flogs for daytime closure. Each flog shall be of least 400 mm x 400 mm in size and sholl be orange or fluorescent red—oronge in color. Flashing beacons sholl be placed at the IDcolions indicated for lone closure during hours of darkness. 3. A C14 (CA) "END ROAD WORK" sign, as appropriate, sholl 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 si n would follow within 600 m of a stationary W20-1 or CI (qCA) "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 relroreflective bonds (or sleeves) as specified in the specifications. 6. Portable delineators, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. Cones 30 m Max See Note 7 0. W3-4 C9A (CA) DE 'PARE � STOP O O B C29 (CA) See XXX FT Note 10 `-00 10 See Notes 2 and 4 W20-4 w20-1 RC IAA ROAD ROhl1 NORYr .111fdD AHEAU� D �0 Advance warning signs, See Note 1 Gale cones WORK AREA 0 SIGN PANEL SIZE (MINIMUM) LANE CLOSED A 1200 mm x 1200 mm — Speed of 70 km/h or more 9Do mm x 900 mm — Speed less than 70 km/h © © 1219 mm x 1219 mm — Speed of 70 km/h or more C30 (CA) See Note 8 . 914 mm x 914 mm — Speed less than 70 km/h © 762 mm x 762 mm ❑D 914 mm x 457 mm O 914 mm x 1067 mm O 914 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—slotion and flogger sholl be illuminated and clearly visible to approaching traffic. The illumination footprint of the lighting on the ground shall be at least 6 m in diameter. Place a minimum of lour cones of 15 m intervals in advance of flogger station as shown. B. Place C30 (CA) "LANE CLOSED" sign all 150 to 300 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 o C37 (CA) 'TRAFFIC CONTROL —WAIT AND FOLLOW PILOT CAR" sign of all intersections within traffic control area. Signs shot] be clean and visible at all 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, I I, or I 1 1. Table OCJICA). Toper Length Crllodn lot Temporary 7rn10o Control Zones Speed S 1km/hl Minimum ].par Length" for Width Of Olhml 3.0 in (W Merging L (m) Shilling U2 Im) Shoulder L13 Im) Conlllar' L13 Im) 30 21 t0 7 30 40 37 to 12 30 so se 29 19 30 60 04 42 20 30 70 150 70 53 30 00�74017.4 60 30 g0 60 30 IDD 75 30 110 03 30 ' Maximum ehanneliter spacing for all speeds on one.laneli—ay lapats Is 6. Ins 120 fit Maximum channeliset spacing far oil speeds on dwmshaom topers is 6A in 420 it). All other lope. — as all—. " Use on inlennadlelo and shon•letm ploiecls lot toper and tangent sections vdlelo there are no pawmenl markings or where theta is o conflict balwee0 existing pavement markings and ehonnel.iers. On Stole higMtays a spacing of 3 in (to n) is recommended lot leper and tragical sections shwm on TA•31 and TAJ2. ROA�NIVOR C14 (CA) See Note 3 Tnblo OF•102 Maximum Spacing of Chennoliior Spacing Speed (lemlhl MOM um Chnnnolf.., Spacin ` loppr Iin) 1en0onl I. Con111cC' fall JD G 12 3 40 a W 4 so to 20 5 60 12 24 6 70 14 20 1 00 1G 32 0 g0 10 36 9 1DO 20 4D 1 10 110 122 44 F.It ' Ma[imum ehaluebiet spacing [atoll speaUs on o—ii neIl—my lepers is GAm 120I'l. Maximum chenneluer spacing lot o9 apoetls an dwmsueem loners is 6.1 in 120 n). All other lepers ate as shwm. Uso on Intensifier. and shod•lorm pteiecis lot leper and tangent sections v u to there are - cornmeal ...kings of vdlela tMrois o conaicl belvmen existing pavement mslkingl and ch.muluen. On Slate Mghrwys a spacing of 3 Or (10 fl) Is teeorarnended [of tepee and lengem sections shim an 7AJ1 and 7/02. IAiUTCD 2003 w/CALIPORNIA SUPPLEMENT BURIED PLANT BORE PIT QFIBER CALLOUT REFERENCE ElHHIMH CALLOUT REFERENCE 8SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE 14 FIBER DISTRIBUTION HUD (FDH) ❑ NEW HANDHOLE Oo NEW MANHOLE Y SLACK/STORAGE LOOP -III GROUND ROD 25ohm Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY RISERDETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY --CF— CURB FACE --EOP— EDGE OF PAVEMENT —Fit— FENCE LINE ---- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WIR— WATER LINE i—f•—}—} RAILROAD TRACKS --- CENTER LINE IinpaNnl xYllt. /ool.w. aasaa.sl a Ir+ oY..,,.a.H eMY rY1Ylm is a1/ rs.YH sYYnnnauon MYneM1 b M IYa,n4 aYbY a •1Ymll1 b 11f�Y1Y• will N YYK r N Y W r ale MM La. x„r,Mr wll, Call 1 CALIFORNIA olnelex, snolw cvmsr PD.A: Gridq: cnr OF coHtaeL no, weld wrnW uCYI netoeo pu n JIM RISHOP " wY.w+• oJIM IIISHOP SCALE N.T.S. _,•_I FDH Numbs LEGEND: BURIED PLANT: 0 BORE PIT EM MANHOLE PULLBOX HANDHOLE ® PEDESTAL FDH LOCATION ,L 25 OHMS GROUND ROD AERIAL PLANT: JOINT POLE 0 VERIZON ONLY POLE �q DOWN GUY AND ANCHOR ICGS REF. NO,FO303C-50, F0305A 509 F0503D-50, F0503B- 0 UNITS ENGINEERED LU' S (ACTUAL) 310 FDH LU'S (FUTURE) 44 H4001 MDU'S (FUTURE) 0 B U' S (ACTUAL) 0 BU'S (FUTURE) 0 GENERAL NOTES 1. CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES. 2. ALL CONDUITS ARE 1.25" SD UNLESS OTHERWISE SHOWN. 4. ALL HANDHOLE5 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. f. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES. 7. COIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P. 8. THIS DRAWING WAS DESIGNED AS PER M&P V1.5.1. oll / // Z / rx //j /xj /JZ,/y Z/ . - Z/ /<-Z /V- zx Z-Z Z- r. C.O. f VERIZON AREA: SOUTHERN STATE: CA DIVISION: WIRE CENTER NAME: LA QUINTA W.C.#:0543 EXCH CODE: RMT. CODE: ---[WO #: 7PFAOBN RELATED WO M 7FFA0AF CONTROL M WO TITLE: 0543-7PFAOBN-H4013 TAX DST: TWP: RNG: SEC: SAL: FILE: REV # REV. DATE: REASON FOR CHANGE ENGR: OC'D: CARD: 0 4ti 06 I 8 As%ac. DRWG BY: E. MARCELD GR & OFC PH #: LCENDERA APRVD: DATE: 08�10/06 SCALE: NTS PRINT # 1 OF