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5217Finance Revenue Code E-1 4 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 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:December 20, 2006 LOCATION OF CONSTRUCTION (Street address or Description): LQ Cove - Avenida Carranza bet. Calle Ensenada & Calle Temecula PURPOSE OF CONSTRUCTION: Verizon Upgrade - To install PVC piping & various hand holes for fiber optics DESCRIPTION OF CONSTRUCTION: N / A DIMENSION OFINSTALLATION OR REMOVAL: See attached plans APPROXIMATE TIME WHEN WORK WILL BEGIN:Jan. 06, 2007 TIME OF COMPLETION:Apr. 30, 2007 ESTIMATED CONSTRUCTION COST: $66,500 —(Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring a's a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable r s and regulations of La Quinta and to pay for any additional replacement necessary as the result of this work. , �t- / 1/21 of Verizon - Darywl Bowden 870 Mountain Ave, Upland, CA 91786 (909) 608-1358 Name of Applicant (please print) Business Address Telephone No. TBA Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. Applicant's Insurance Company FEES: Subdivision Improvement Permit - Class I Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $1,995.00 $ 100.00 $N A $N A $1095.00 City Business License No. Number Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.5217 DATE APPROVED: .,Q�eC_ 204 7-000 EXPIRATION TE: ooe-C. ?-070 zoo BY: Administrative Authority PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT 7 Date: I -a- I S' ( 'n- (Z' Tract No: See affached parcel mapsProject Name: 0543-7FFAOAF -ROUTE- Vicinity:_ L3ETL,/ErA/ CALLE- E�1115EWAJ>,4 Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) To install PVC piping and various sized hand holes for fiber optics. Description of Construction (Ex: See Plan Set No. .01234) See attached maps a�d plans Dimension of Installation or Removal: See attached maps and plans Approximate Construction Start Date: 1` -06-0-7 Approximate Construction Completion Date: --4 - 3 o —, - _!�, �2 Estimated Construction Cost: $ (r3, S (!) C-1> Esfiniated Construction Cost shall include the rem —oval of all bbstructions, materials, and debris, back�filling, compaction and placing permanent. resurfacing and or replacing improvements Contact Name: Darywl Bowden Phone Number: 909-608-1358 Name of Applicant/Owner:Verizon Applicant Address: - 870 Mountain Ave, Upland, CA 91786 'Applicant Telephone Number: 909-608-1358 Name of Contractor: Contractor Address: Contractor Telephone Number: Contractor State License Number: Contractor City Business License Number: 10- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST n, PROVIDET) -0 Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: rihij;ic-ti -on Fcc-- - -, - - - --- - - '-- /1 0- 5-- Pennit F&c-.- �-Built 'tcposir ,Dust-Co-ntrbl LDcl)osit:' Credit TOTAL FEE DUE: Office Use Only: Assigned Pcmdt Number: Approval Date: Expiration Date: Issue Date: —Adminisirativc-Authority: cc,.f C. —7 C- -e"-) L )0 C�C-\ C N) [R, A August 18, 2006 Timothy R. Johasson, 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 #0543-7FFAOAF-FEEDER ROUTE 4 Location: La Quinta, CA 92253 — *Calle Ensenada *Avenida Carranza *Calle Arroba Calle Temecula *Calle Madrid *Calle Chilon *Calle Nogales *Lane Closures Materials: Conduit - 4" PVC 5115. ft 1.25" PVC - ft 1.5" PVC--- ft 2" PVC - ft 1.25" Shadow Conduit ft Boxes - 17" x 30" Hand Holes--- 24" x 36" Hand Holes- 36" x 60" Pull Box-5 15" x 20" Hand Holes --- Construction - Bore Footage__5115 Trench Footage�__-. Calle Monterey *Avenida Obregon *Calle Chihuahua Page I of 2 Dear Timothy: Please find enclosed her ' ewith in a Verizon permit application packet complete with ' encroachment application, area map, assessor's maps, location detail for fiber distribution hub, hub location pictures, and placement/construction work order map. Assigned contractor will -provide license and insurance docurn ' ents to city of La Quinta, before beginning work. The Verizon contact is Darywl Bowden and may be contacted at (909) 608-1358.- If you require any ftu-ther. assistance please contact me at (909) 985-6643. Sincerely, Jim Bishop Cendera"Technologies, Inc 820 N. Mountain Ave Upland, CA 91786 (909) 985-6643 Page 2 of 2 - Piverside, CA, 2004-2005 - T73-29, Sheet 1 of 1 A A VENDA CARRANZA 5;o 1 5. 1— .22 b� L 0 C K Ir 14 I. 8 G 8- 42., % ra u I % N w ru LZ� j 5 4 154 90 , OENIDA RAMIREZ 8 L 0 C f( 0 C NN 8L IC (s) G (9) D za IS .0 153 89 ul A VENDA GIZ-.37 VALLE410 0 C 48L (S) (9 G G t 152 A VENDA W., HERRERA BLOC (9 N 151 87 A VENIDA VELASCO B L,10 Cd� ' ' - G d Yt- %1 4 i� I 3 Zz 50 /09 ro jr, EISENHO WER DRIV,- Avont'do Serra) I x Rivpmidp rA MU-7nfts; - 77q-'Al> Qh..t- i � 7--- 3 3- 0 All, CARRANZA CARRANZA 8 L 0 C 0 C MA OW OPI h4 sy Ok a C at All �157 A VENIDA RAMIREZ vi I . . . . 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S/mj :79;Y '99 1 97 0_7S ell N YOcl ago - wo � 9/0-0.70 'r W I CA VERIZON 8FAR cm- (pw —CA CALLI CAL p Irp FTTP FEEDER ROUTE 4 0543=7FFAOAF LA QUINTA, CA A LAKE. �AN to-, -PAR .'o IUA L C�VE PAW, LL, LL, um Lo 0 FDH 4020 / 432 DIST. W.D. # 7PFAOBV D'W-E NOTE: SO' 1-4" PVC E/W 1.25' SO AND HUB ASSEMBLY TO BE PLACED BY DIST. W.D. PE i 6" py E/W 1-t25".SD 37 FDH 4019 / 288 DIST. WA # 7PFAOBU WE NOTE. SO'l-4* PVC E1W tS' SO AND HUB A—Unt v TO BE L CE B DIST. W.O. EOP Zn PL 1-4" PVC PAP AVEMA OMWN' 60'1� - PL 1-4" PVC AVJ=A CApjt&M E/W 1-1.5- SO op bou W-W 1 0— ol NEW 3'XS'PB NEW 3'X). - PB PL 1-4' PVC 1-111' SO NOTE; SO' 1-4- PVC 36'— E/W 1.2S" SO AND HUB ASSEMBLY TO BE PLACED BY DIST. W.G. FDH 4018 432 DIST. W.O. # 7PFAOBT CONDUIT DRAWING - In CAUTION! LOCATION & DEPTH OF EXISTING SUBSTRUCTURES ARE NOT GUARENTEED. OTHER SUBSURFACE STRUCTURES NOT SHOWN MAY EXIST. ISSUE DATE #1 8/200,61 FDH 4017 432 DIST. W.D. # 7PFAOBS so, W-E N07E: 50' 1-4' PVC E/W 1.2S' SO AND HUB ASSEMBLY TO BE PLACED BY DIST. W.O. Eep PL �4- PVC E/W 1-1.2S" SD rnp —Lxgl FDH 401 . 6 432 R Is— NOTE: HUB ASSEMBLY TO BE PLACED BY DIST. W.O. PL 1-4' PVC E/W 145" SD VEIM AKA STATE . CA VSSCESM. LA QWTA wr. 0 VA3 MOM off.com . 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OF� --l—K—A—M—�OFEN—ATA �`V—NCN AmDw—m— MC.-m-u-m— COVVRACIVS TO �.i MGM NP— ----r �ANVASPM4LT Im 77PICAL 2.50mm SUBDUCr TRENCH 77PICAL 1-100nun TRENCH D. OF—Ar TO —A (�40DG- P—MA—AND—PUIL-10-SHIGNA-0fMIQN---NOR rYPICAL PROFILE OF UMI17 GROWING rVPICAL PROFILE ,A. DGNMGN OF SINEE7' CROWING 20K "NO-DOXAXD� rnulo—m A— 'A'DW) NL—L—OGA—G— COMNO PED PLAN PLAN �7 2RENCHINO TYPICAL PoR USING PROFILE EXIS77NG CONDUIr Trpl= MANDKOLE PLACEMEWr WITH� LATERAL IN SIDEWALK KOTL-51 a �Lff= GRADE% CLDMG��&— BE�� AwRE PIT, a ommDmoLE PLAcEmEw vETAtL IN") MUG) "IMN BURIED PLANT 0 BORE PIT AFIBER CALLOUT REFERENCE 11 HH[MH CALLOUT REFERENCE 8 SUBDUCT CALLOUr REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FDH) NEW HANDNOLE EM NEW MANNOLE SLACK I STORAGE LOOP GROUND ROD CABLE IN CONDUIT AERIAL POLE ANCNOR POLE ,;r- DOWN GUY RISER DETAIL GENERAL F---1 PROPERTY ADDRESS SPLICE PROPOSED RUNNING UNE FDH BOUNDARY -CF- CURB FACE -EOP- EDOE OF P"EMENT' -FIL- FENCE LIKE ---- RIGHT OF WAY UARDRAIL _,O._ :OMMUNICATIONS UNE -DRN- STORM DRAIN LINE -GAS- OAS LINE -PWR- POWER LINE -SAN- SANITARY SEWER UNE -WrR- WATER UNE RAILROAD TPACKS CENTER UNi! u". CAUFORNIA P.M.7m.m.8 ;,,W:El mo GG—G— LA QUINTA NVG— LA QUINTA 0543 —D � .� JIM BISHOP T'FrF—AoAF —08 JIM BISHOP SCALE oam N. T.S. Nxxxx RSER FEEDM 4 - 4 FDH 4020 / 432 DIST. W.O.-# 7PFAOBV W_E NOTE. 50' 1-4' PVC E/W 1.2S" SO AND HUB ASSEMBLY TO BE PLACED BY DIST. W.O. Ph 1 6" PYE Eop E/W 1-t2S" SD FDH 4019 / 288 DIST. W.C. # 7PFAOBU so, W-7 —18-- NOTE: SO' 11-4* PVC E/W t5' SD AND HUB 60, ASSEMBLY TO BE PLACED BY DIST. W.G. EUP PL 1-4- PVC -AVEMA VMOWN 60, 1� PL 1-4' PVC AVIMA CAPJtAM E/W 1-tS- SO EeP NEW 3'XS'P8 NEW 3-X! PB PL 1-4" PVC 1-115" SD NOTE: SO'l-4" PVC 36" E/W 125' SD AND HUB ASSEMBLY 70 BE PLACED BY DIST. W.O. FDH 4018 / 432 DIST. W.O. # 7PFAOBT CONDUIT DRAWING 6011: CAUrION! LOCATION & DEPTH OF DUSTING SUBSTRUCTURES ARE NOT GUARENTEED. OTHER SUBSURFACE STRUCTURES NOT SHOWN MAY EXIST. ISSUE DATE #1 8/2006 FDH 4017 / 432 DIST. W.D. # 7P FAOBS SO' W-E NOTE: SO`l-4' PVC E/W 1.2S' SID AND HUB ASSEMBLY TO BE PLACED BY DIST.-W.O. EOP PL 1-4" PVC E/W 1-1.25" SD gap LFDH 4016 / 432 01 DIST. W.O. # 7PFADBR NOTE: HUB ASSEMBLY TO BE PLACED BY DIST. W.O. PL 1-4' PVC E/W 1-1.5" SO ILZQ L"Y', %limmau en IITAn u I — — I wm am LA QWA VLO ow cmcm off.cm VAITIVE ftU-WN"V="=Q TAX ISTI 1w I "s I sm "u mb MOM I WAMMOMM Dom QM CAM no r- WAIT. =012= DIM&OKPI18 I'M oll"m am I I c Hm 0 m all ZP ROW CA= MONT=ff I S Ll F- Aff Qj 3K !-< 0 -n m v f-- . I 6w — —361— R 3E CVM CMWMUA CA= ZNSWMA . a I FDH 4020 / 432 DIST. W.O. # 7PFAOBV VW-E NOTE, SO' 1-4' PVC E/W t2S' SD AND HUD ASSEMBLY TO BE PLACED BY DIST. W.O. PL 4"' P'* mp E/W 1-1.25- so XFDH 019 / 288 Ll DIST. W.O. # 7PFADBU SW W-E I NOTE. SO' I-V PVC 7— E/W l.S' SO AND HUB 60, — ASSEMBLY TO BE PLACED BY DIST . W.O. m AVZMA OBnGON —Jr 60. �-- p PL 1-4" Pvc AV11MA CApjtf" E/W 1-tS- SD ------------ Eep NEW 3'XS'PB NEW 3'X). PB PL 1-4" PVC ---___LIW 1-tll* ID 3c NOTE: SO'l-4" PVC 36- E/W t2S" SO AND HUB 0 9 ASSEMBLY TO BE PLACED BY DIST. W.O. FDH4018*/432* c DIST. W.C. # 7PFAOBT CONDUIT DRAWING CAUrION! LOCATION & DEPTH OF E)GSTING SUBSTRUCTURES ARE NOT GUARENTEED. OTHER SUBSURFACE STRUCTURES NOT SHOWN.MAY EXIST6 36' PL i-V PVC E/W I-t5l SD ISSUE DATE #1 8/2006 FDH 4017 432 DIST, W.D. # 7PFAOBS 50' W-E NOTE. SO'l-4"PVC E/W 1.25' SO AND HUB ASSEMBLY TO BE PLACED BY DIST. W.O. 1� EOP PL 1-4' PVC 3� E/W 1-1.2s, so gnp FDH 4016 432 DIST. W.D. # 7PFADEIR NOTE; HUB ASSEMBLY TO BE PLACED BY DIST. W.O. ROW %M= #MA en mcom LA a=A wi.4 off.mm I WA I 7"A"I 1113ATEDWAG cwm a WA lTru su-7~ omMomm4l TAXKTI Tw FM me I Kv.un W-AMM&AM mm am wAly. �ffino m"LcKp"s . Zn-m AMIll I "Tb I t CONDUIT DRAWING CAUTION I LOCATION & DEPTH OF EXISTING SUBSTRUCTURES ARE NOT GUARENTEED. OTHER SUBSURFACE STRUCTURES NOT SHOWN MAY E)QST. ISSUE DATE #1 8/2006 NEW 3'XS'PB W-P Pl. 1-4" PVC _ElW 1-1.1* SD 3DID Pl. 1-4" PVC E/W I-tS' SD RISER DETAIL ILZ- - YOM AREA CTI FTATI CA I - wid com LAUMA VLG VA) MOM loff. uim WAG 7""AP VA 0 0 VAMU M3-wAwvm"wMQ TAX WT. Tw I W. I m Mb INVO I KV.DATZ KAM FM MAN Do am [AM ING By. ow Man DM&OFCPHO 92-98 AMI'll lAll, am" -City of La Quinta The following- General and Special Provisions are attached to and made a part of Permit Number 5217 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 peffnittee 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 b e property 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 exca . vation 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. DEMATER 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 followinc i shafl apply when -indicated: R1 NOTIFICATION:.Permiftee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. El 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 (11'). 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. R1 0 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturers specifications. Citv of La Quinta R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. R1 2 SURVEY MONUMENTS: Prior to excavation or beginning of const ruction, 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 cutbng 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. R1 5 BACKIFILL MATERIAL: Backfill.shall be free of brush, roots or other org anic 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 hot be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. RI 6 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than ihree feet (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. R17 BACKIFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or, a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, 'whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets.shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. [I R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. El R1 9. COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. 5ne (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: Aft er completion of backfill and compaction, operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A ** )-inches of A.0 surfacing placed on a ( ** N/A inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. R22 FOG SEAL: A fog seal coat consisting.of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the. responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500'). at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and- compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. 5217 Verizon / Dry Utitity Upgrade Project No. 0543-7FFAOAF-Route 4/ Avenida Carranza between CaHe Ensenada 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 § I (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4. 1. 3. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 4. The permittee shall not'install improvements with the intention ofproviding video transmission services' unless the pennittee obtains a valid Franchise Agreement. 5. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using high pressure wash or a method equivalent and at the discretion of 'the City Engineer. 6. Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion of the City Engineer. A finish product with a checkerboard appearance will not be accepted. 7. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA complaint pathways leading to areas f6r use of public transportation systems. - 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 obtain a newly placed slurry seal and cutting through these streets will not be allowed without the approval of the City Engineer. a. Street name I from cross street 1 to Cross Street 2. b. Street narne 2 from cross street I to cross street 2. 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 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 7 PERNHT NO. 5217 Verizon / Dry Utility Upgrade Project No. 0543-7FFAOAF-Route 4/ Avenida Carranza between Cafle Ensenada The individuals identified on this list shall be capable of responding on any work day and within I hour of any work day. 11. Door hangers shall be provided to all residents affected by the project. At a minimum, the door hanger shall provide the following infortriation: a. Short descn*ption'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 "Pem-fittee", 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 I st to September 3 0: 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: Constructio ' n work (including setting up traffic control devices) is not permitted on any Arterial street (ie 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) 955-6804 if signal operation at the intersection is to be altered in any way. Special Conditions I Page 2 of 7 PERMIT NO. 5217 Verizon / Dry Utility Upgrade Project No. 0543-7FFAOAF-Route 4/ Avenida Carranza between CaHe Ensenada. 17. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), P ' ermittee 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, Pub lic 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 § I (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. I Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October of 2006, these documents can be observed at http://mutcd.fhwa.dot.gov/HTM12003rl/�)art6/part6-to'c.htm and http://www.dot.ca.gov/hq/traffops/simtech/mutcdsupM/df/CA-Ch!qp6A-Chqp6F.pd 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 § I (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 21. Prior to excavating, if required, the Permittee' shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Pennittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and stonn 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 performed by the Permittee as directed by and.to the satisfaction of the City Engineer at no cost to the City Of La Quinta. Special Conditions Page 3 of 7 PERMIT NO. 5217 Verizon / Dry Utility Upgrade Project No. 0543-7FFAOAF-Route 4/ Avenida Carranza between Calle Ensenada 23.. The permittee shall be responsible for calling the city inspector to arrange the c . ity 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 upo ' n private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer 1) of the private land owner whom is being encroached upon. 27. Prior to performing construction work and closing any Ian . es in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 28. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-70479) 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 1. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 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. 4 3 1. 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 Special Conditions Page 4 of 7 PERMIT NO. 5217 Verizon / Dry Utility Upgrade Project No. 0543-7FFAOAF-Route 4/ Avenida Carranza between Calle Ensenada 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 § I (�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 maybe 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 gebtechnical 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. E. In subsequent lengths of trench, the frequency of compaction tests shall equal o . ne 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 therandomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three 'feet (vertically) from each other. Special Conditions Page 5 of 7 PERMIT NO. 5217 Verizon / Dry Utility Upgrade Project No. 0543-7FFAOA.F-Route 4/ Avenida Carranza between CaRe Ensenada G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented b' the failing test (as determined by the City y 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 o pen 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 oftrench 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 § I (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replace ffient 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 I " 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 3 00 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall. be installed using a City approved .1/4" max medium asphalt concrete a's the base course lift and a City approved 1/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City. prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0. 10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as f6llows: Special Conditions Page 6 of 7 PERMIT NO. 5217 Verizon / Dry Utility Upgrade Project No. 0543.-7FFAOAF-Route 4/ Avenida Carranza between Cafle Ensenada For longitudinal trenches located in a parking lane:', three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. . If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of.3/4" max medium asphalt concrete shall be installed from sa'w-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 Pennittee, 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. 3 8. . Pursuant t6 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 pen-nission to use the street to deliver street construction materials and/or equipment. 3.9. 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. 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 7 of 7 -La itvo Quinta - Public WorlL� Engineering Department Inspector's Daily Log Comweir-eial/Recilb,"fial npwpin —.n* bate: Oather: Clear [I Cloudy ;8 Rainy: El Overcast TH --FE--T--s --1 eniperature RAnge: eL- Wind: Still.[A Moderate High I 9= I or so 7 7' ..By:_ Title: -,Z�Zllllle A�ed3� Page __f of Mocumenu and Settings�my\My D=mnts\U"yinspeaeesLogtj doe City of La Quinta Public. Works Engineering Department Inspector's Daily Log Date: -2 1 —7 commeicial/Residential Development S Title: Page CM)ocuments and SeWngs�rey\My Docum6i ntMaily Inspectoes Log[ I ].doe Date: Pi . I M 1 1 .1 w x itv of La Quinta Public Works Engineering Department Inspector's Daily.Log Commercial/Residential DevelODment Weat�er: ClearE] Cloudyj3 Rainy. 0 Overcast 11 Temperature Range: :�(g-20d Wind: Still 0 Moderate E] HighE] -7 IR 12 1.2_ r j B Y Title: &Jlle'_ Page Of CADocumenu and Sdfings�rcy\My DoctimeInts\VadyInspectoes Logf1j.doc P P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 June 27, 2008 (7 60) 7 7 7 - 7 00 0 FAX (760) 777-7101 Revenue Code: E-1' Darywl Bowden Verizon 870 Mountain Avenue Upland, CA 91786 Re: Encroachment Permit No. 5218 - Cove Area Permit Type: Install PVC Piping and Hand Holes for Fiber Optics Dear Mr. Bowden: Encroachment Permit number 5218 expired on February 15, 2008. In order to renew this permit, the following is required: The renewal fee as per City Council Resolution 96-95, states: Encroachment Permit renewal of expired permit shall consist of a $100.00 permit renewal 'processing fee plus 10% of original fee to extend the permit one additional year (until February 15, 2009). ORIGINAL PERMIT FEE 10% of original permit fee (one-year extension) PERMIT. RENEWAL FEE $3,389.00 $338.90 $100-.00 RENEWAL AMOUNT DUE: $438.90 If you have any questions -or need additional information, please contact Amy Yu, Assistant Engineer 11, at (760) 777-7047. Sincerely, Timothy R. J sson, P.E. Public Works Director/City Engineer. CITy LA QUINTA FINANCE DEPT. cc: Amy Yu, Assistant Engineer 11 Permit 5218 T:\PERMITS\ENCROACHMEN'RNumbers 5000\5218 Verizon Upgrade - Montezuma WO Bermudas in the Cove - New Sentice InstalftPermit Renewal No. 5218.doc 0543 - 7PFADBB 51001 EISENHOWER DR H4002 (432) Spiftm: 1-32 Splider A- IN: 7401, 403-403 OUT: H4002A 1-32 Splifter B: IN: 7,01, 404-404 OUT: M40028 1-32 SplifterC: IN: 7401,405-405 OUT: H4002C 1-32 Hub: IN. M4002A 1-32 IN: H4002B 1-32 IN: H4002C 1-32 IN: XD, 97-437 IN: 7401, 406-416 Spare OUT: H4002,1-432 36 4T' 0-1 �"A %0 IF 16-1 rA P07 A. I w- M -A AVM� r- tm II0 IP I 6 RrIou caw wo. 9"1 LE I- w4 mu-9 r I IQI.Iw� w- M, 3 LE 6 JV IT CA LE C7 C" LE VA LA Qu' LEGM r07 wamc rw LWATM W5 "s wam 0 nx* Tvwm*L yj VEMAJK OWMTECTM _j L mm nmD EXISTDO K=TAL (12- mm PIT 0 JmTP= (9 VIUUAL KLT1 WmLm MIT NOTES 1. CONDUIT $HALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES. 2. SEAL ENDS OF ALL CONUIT PLACED. 3. ALL CONDUITS PLACED WILL BE PROVISIONED WITH A TONEABLE "MULE TAPE". 4� "MULE TAPE" TO BE BONDED AND GROUND EVERY 1000 FEET OR LESS, 5. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES. 5. COfL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P, 7. THIS DRAWING WAS DESIGNED AS PER M&P V1,5 S. LOCATE AND INTERCEPT ALL EXISTING 4" PVC 9. ALL HANDHOLES ARE 2' X 3' UNLESS OTHERWISE SHCWN > 0 < m cu 4h, 0 0 LIF 10 OVERLASK TO EXISTING VERIZON CABLE AE 100 - 26 UNITS r:.NGINEERED L-U'S CACTUAL) e84 LU'S CF!UTURE) 30 FDH MDU'S CACTUAL.), 17 H3005 MIOUIS <FUTURP'> 0 BU'S CACTUAt-) 0 Eu, S CrUTURMF 0 RISER DETAILS P9222044D SIM P9001751D -Ih . 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