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12041 (2).l_ 1� See below for Finance Revenue Codes ENCROACHMENT PERMIT G 081N L 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. IF®LLIZ COPY Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 8/13/2012 LOCATION OF CONSTRUCTION: Various Locations on Avenue 50, Avenue 54, Jefferson St, Washington St, and Avenue 52 PURPOSE OF CONSTRUCTION: Enter Manholes to Place Rope/ Fiber/ Sub duct in Existing Conduits DESCRIPTION OF CONSTRUCTION: See Exhibits for Locations DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 8/19/2012 TIME OF COMPLETION: 9/15/2012 ESTIMATED CONSTRUCTION COST: $9,800 (Including removal of all obstruction, materials, and debris, ba permanent resurfacing and/or replacing improvements) COMMENTS In consideration of the granting of this permit, the applicant hereby agrees to: DJ Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from ad agai 3'j_W_ F LA and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damag to persorr9l "CE property happening or occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. 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. PWC, Inc. - Scott Ivey Name of Applicant Same As Above Name of Contractor and Job Foreman 597074 Contractor's License Number Old Republic General Insurance Co Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Signature of Appl 900 W. Gladstone St, San Dimas, CA 91773 Business Address Business Address Finance Revenue Code i Inspection Fee E_1 $294.00 Permit Fee E_1 $100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, EE=6 $0.00 if required TOTAL $394.00 gent (909) 592-43211(714) 348-7153 Telephone No Telephone No. 106739 City Business License No A-1 CG -968512-02 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 12041 DATE ISSUED: g • 17. lz EXPI N DATE: 9.1'7 - t3 BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 9 4 im Date: T4hf 4 4 a" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Tract No: . . , Project Name: Vicinity: i:ZeZ Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Plqeqs roe -04 ;n Description of Construction (i.e.: See Plan Set No. 01234) f, or S4 r.,_-k—t _ Win, J '4ati Dimension of installation or Removal: Approximate Construction Start Date: S j IKAl, Approximate Construction Completion Date: 9r/s/L Estimated Construction Cost: $ 6T OW .Q,VV.4; I -fY w% -5cC-6,& Estimated Construction Cost shall include the removal -of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improveni8nts Contact Name: ':>cco Name of Applicant/Owner: _ Applicant Address: foC) Phone Number Applicant Telephone Number: o9 S"yL • I Applicant 1 --mail Address: � ]�L� ✓L�C.� UZS Name of Contractor: i0tn?(2.-, Contractor Address: t906 W . 7E7 it2, Contractor Telephone Number: 5 L - `a34 � Contractor State License Number: a7 Contractor City Business License Number: . kq-y d4 :.o+ at`ve- *U-- --*, 10(o73 Contractor E-mail Address: -'SaW 7Z7__(') (?A)G A4( 1A)S ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4 Applicant or Contractor General Liability Insurance Company: 10(d Z(5r'k'&a( 1. 1544�'"PICRZ Cor•P Applicant or Contractor Gen ral Liability Insurance Policy Number: A- ICG- �Sr2-02 Office Use Only: Inspection Fee: l /) Permit Fcc: I•�� As -Built 4611 Deposit: Dust Control /7 Deposit: 'C7`� Credit Amount: TOTAL FEE uuE: -f 3 1 y orms & Applications/Applicsti Office Use Only: Assigned Permit Number: 12.011 Approval Datc: Expiration Date: Isauc Date: Administrative Authority; 0 Amy Yu From: Scott Ivey <Scotti@pwcinc.ws> Sent: Wednesday, August 15, 2012 8:49 AM To: Amy Yu Cc: Cory Olson; Stephen.Patino.Contractor@crowncastle.com Subject: RE: encroachment permit Hello Amy, Our estimated cost will be $9800.00. Thank You, Scott Ivey Pacific West Communications, Inc. 900 West Gladstone Street San Dimas, CA 91773 Cell (71.4)348-7153 Scottllapwcinc.ws ow From: Amy Yu jmailto:Ayu(c0Ia-quinta.org] Sent: Wednesday, August 15, 2012 8:39 AM To: Scott Ivey Cc: Cory Olson; Stephen:Patino.Contractor(a crowncastle.com Subject: FW: encroachment permit Hi Scott, Please let me know the estimated cost for this work. You can exclude the materials and labor if this work will be utility -owned. Also, do you have permission from Verizon to enter the manholes and place rope and fiber? If yes, please let me know the contact person name and phone number. Thank you. Amy Yu Assistant Engineer II City of La Quinta P.O. Box 1504 78-495 Calle Tampico La Quinta, CA 92247 (760) 777-7047 (760) 777-7155 fax From: Scott Ivey (mailto:Scotti(ftwcinc.ws] Sent: Monday, August 13, 2012 1:10 PM To: Amy Yu Cc: Tim ]onasson; Patino, Stephen (Contractor); Cory Olson Subject: encroachment permit Amy Yu From: Scott Ivey <Scotti@pwcinc.ws> Sent: Thursday, August 16, 2012 11:53 AM To: Amy Yu Cc: Stephen.Patino.Contractor@crowncastle.com; Rich Patton; Cory Olson; Thorne, Larry (Contractor) Subject: RE: Crown Castle/PWC encroachment permit Also, I took a look at the Traffic Plans you sent. They will. work perfect. Thank you for your assistance with this. Scott Ivey Pacific West Communications, Inc. 900 West Gladstone Street San Dimas, CA 91773 Cell (714)348-7153 Scottl(a)owcinc. ws From: Amy Yu rmailto:Ayu(@Ia-quinta.org] Sent: Thursday, August 16, 2012 11:02 AM To: Scott Ivey Cc: Stephen.Patino.Contractor(bcrowncastle.com; Rich Patton; Cory Olson; Thorne, Larry (Contractor) Subject: RE: Crown Castle/PWC encroachment permit Hi Scott, I attached the traffic control plans from the WATCH and an updated version of the Caltrans traffic plan, which is similar to what you submitted. Please let me know if these traffic control plans will work for you. If yes, I will make these plans part of your permit instead of the ones you emailed me. The other pending items I need from you are: - Revise the night work letter to specify start date, end date, start time and end time. Also specify if you are working Mon — Fri or Mon -Sun. Verizon's permission (an email from Verizon or a Verizon contact person's phone number would work) - Permit fee is calculated to be $394 (you can just bring the check when the permit is ready) Amy Yu Assistant Engineer II City of La Quinta Public Works (760) 777-7047 (760) 777-7155 fax From: Scott Ivey rmailto:Scotti0)pwcinc.ws1 Sent: Thursday, August 16, 2012 10:41 AM To: Amy Yu r verity VERIZON CALIFORNIA INC. CONDUIT OCCUPANCY REQUEST FORM EO 4192 (10100) REF. AD900.651 EXHIBIT B-1 APPLICATION NO. 125201100006 VERIZON CALIFORNIA INC. 201 Flynn Road Camarillo, CA. 93012 ATTN: Joint Use Administration = CAM38NE2 In accordance with the terms of the.Agreement dated April 08, 2010, Licensee requests the use of ducts in your conduit system located in the City of Cathedral City, in the County of Riverside, State of California, to place and maintain certain equipment, all as more particularly described and delineated on the sketch and diagram appearing on the attached drawings. The amount of $ 395.00 is.enclosed for consideration of this application, based on 46 manholes. Date: January. 24, 2012. LICENSEE Crown Castle By LAdA'A IHBOAq- Title Project Manager Permission to use the above identified conduit system is hereby granted subject to the following: 1. The terms and conditions of the above-mentioned Agreement. 2. Receiving advance payment for and authorization to perform, at your sole risk and expense, the work detailed on the attached sheet(s) estimated to cost .$ 5"M o° (This Application will become void if funds not deposited within 30 days after the date shown below.) 3. Notification to us: (a) [ ] at least seven working days in advance of the time you will have your cable at the site. Cable Is to be placed by us, exclusive of splicing. (b) [vl at least three working days in advance of the time you desire to start work. Cable is to be placed by you. 4. [ ] Ducts are not available at present; Verizon (does) (does not) have plans for reinforcement. Dated: 1 �31 .2012. VERIZON. CALIFORNIA INC. By S 9N Titlel I lx t' [,SSL y1 jA 'A You are hereby authorized to perform the above-mentioned work at our risk and expense. In accordance with Section 9 of said Agreement, all, permits, licenses or grants have been obtained for that conduit covered by this permit. Enclosed are funds in the amount of $ representing deposit required as detailed above. Dated: .2012. LICENSEE By Title Notice is hereby given: [ ] Equipment of licensee has been placed; is ready to splice. [ j Conduit is ready for placement of equipment by you. Please notify this Company in accordance with 3.(b) above. Rental charges will commence the first day of Fr--6YWA(L*6 , 20_1_2-. co Duct feet of Subduct on this VERIZON CALIFORNIA INC. Application: 25.584 Ft. By Dated: 12012. Title WORK RULES continue Exhibit B-1 1. Licensee shall be responsible for the proper design and maintenance of Licensee's cable and other equipment occupying Licensors conduit system, manholes, or hand holes. 2. Licensor reserves the right to specify the type of construction required in situations not otherwise covered in this Agreement. In such cases. Licensor will at its discretion furnish to Licensee written materials which will specify and/or explain the required construction. 3. Licensor, at Licensee's sole risk and expense, may: (a) furnish at the site or sites of Licensee's work in said conduit systerri, such representative or representatives of Licensor as Licensor in its sole opinion deems necessary to observe Licensee's work, while Licensee is performing work in said conduit system; (b) rod and dean such parts of said conduit system as Licensor deems necessary in advance of the placing of any of said equipment; (c) place and remove any and all cables of Licensee which are to be placed in or removed from (i) any of said underground conduits in which Licensor has an ownership or other interest or (ii) any other conduit occupied by a cable or cables of Licensor, (d) perform any and all work of bonding said equipment to Licensors facilities; and (e) perform such other work in connection with the placing of said equipment In said conduit system as Licensor in its sole opinion deems necessary in order to avoid damage to said conduit system or the facilities of licensor or others therein. 4. Licensee shall (a) notify Licensor sufficiently in advance of the time when any work is to be performed pursuant to this agreement by either Licensee or licensor so that Licensor may make suitable arrangements to have its representative or representatives present when such work Is performed or to perform the work itself if such is the case; (b) remove promptly from manholes in which Licensee is performing work, any and all combustible materials, such as paper and oily rags, and upon completion of work In any manhole or hand hole, Licensee shall remove promptly all used titter and refuse deposited therein in connection with the work; (c) make appropriate inspections and tests in manholes for the presence of combustible and toxic gases and fluids before any person enters any manhole, and furnish forced air ventilation of manholes in accordance with Licensors standard practices at all times while the manholes are occupied by workmen; (d) furnish and place in and around the work area at each manhole in which work is performed protective and warning devices such as barricades, waming lights, traffic cones and danger signs in accordance with Licensors standard practices; (e) pump or otherwise remove water or any other substance from manholes to permit performance of work in such manholes; (f) permanently identify, by tags or other suitable means in each manhole or hand hole, all of its said equipment placed in said conduit system; and (g) pay Licensor upon demand for all of Licensors charges for performing work necessary to comply with the provisions of this agreement; (h) perform all work in accordance with General Order No. 128 of the Public Utilities Commission, or any other governmental authority having jurisdiction; 5. Licensee shall not (a) perform any work which, under this agreement, is to be performed by licensor, (b) permit any person to smoke or use any open flame in any manhole; (c) permit the presence in any manhole of any spark -producing tools or equipment of any kind or nature including, but not limited to, meggers, breakdown sets, electric drills, electric hammers and induction sets; and (d) install or permft to be installed in any part of said conduit system any electric supply circuits to operate any of said equipment except such supply circuits as may be an integral part of a cable of Licensee which Licensor has given Licensee permission to place in said conduit system. 6. Licensee's cables bound or wrapped with cloth or having any kind of fibrous covering or impregnated with an adhesive material shall not be permitted in Licensors ducts. 7. The maximum permissible diameter of any cable of Licensee and the number of cables of Licensee to be placed in any of Licensors ducts shall be determined by the Licensor based upon the size and shape of the duct and the size of any existing cable in the duct. B. Where Licensee's duct physically connects with Licensors manhole, the section of duct which connects with the manhole shall be installed by Licensor at Licensee's expense. 9. After Licensee's cable has been installed, if the duct enters a building, the duct shall be seated against the entry of gases or liquids at the opening to the manhole and at the entry to the building. 10. Clearing obstructions, repairs, dig -ups and any other work required to make a duct usable for the initial placing of Licensee's cable shall be done by Licensor at Licensee's expense. 11. Any leak detection liquid or device used by Licensee's agents, employees or contractors shall be of a type approved by Licensor. 12. All of Llcensee's cables, equipment and facilities shall be firmly secured and supported to the satisfaction of Licensor's authorized representative. 13. Licensee's employees, agents or contractors shall not use work platforms, supports or planks which would be placed upon or lashed to any of Licensor's cable or equipment. 61, Veftn FIR 125201100008 Le Qufnte oveMew droWnO 2 0f 2 t',� A CR-.QWN To Drawing 2 of 2 ma N Verteon FLR 125201100008 Lo= -cd In curb rote La 4uinte ovaNew drMnp tlooff 2 Legend tU .. ' . -' 0 MH 296 Blue Micetae Stdewelk 1100 Dexter Ave 0 MH 296Rod Indkates Street Seattle, WA, 88108 206832-0831 TREASURY RETURNS TO CASH 1 MISCELLANEOUS DEPOSITS Preparer's Name: (Scott)Bernard Bailey Tolophono #: 805-445-8170 Date: 131-12 Mail Check & Form To: Description: Crown Castle - California - PAR Application Request - Cathedral city -125201100006 Verizon Treasury Operations F Verizon Company Name: VERIZON CALIFORNIA (thatwlrecolve credit for the check) Returns to Cash Unit West Company Codes: 1010-SA,10304SE,10324F,1050SG,1060SH, 107051,1080SJ,1081SJ,1160SJ,1260-VN 140 West Street East Business Units: PA, MD, VA, WV, DC, DE, NJ, NSI, NY, NE (MA, Rl, HDQTRS), ECS 90th Floor, Room 1027 VSO Cash Pool Codes: ZGR-NK; 903448; V3; & ALL other Non -Reg Cash Pool Entitles New York, NY 10007 = Required Field RE0'0 FOR ASSET ACCNT REQ -0 FOR REV ACCNTS ME��ei®ate■ ■■■■■■■ . _1-971 Iff . _.. M, ...� , , (Revlsod4/09) Verizon Treasury Returns to Cash Form C a1 1) KI S B U. R G , I A 1531 17241416.2000 THREE HUNDRED NINETY FIVE AND 00/100** .................................. PAY TO THE ORDER VERIZON CALIFORNIA, INC. 569184 201 FLYNN ROAD OF CAMARILLO CA 93012-92401 712 i -A 'I W AT RUSK HOUSTON, TX 77002 32-11511110 II°674680119 1: h I 10011501: 11'0010341045311° 'town Castle USA Inc. Check No 674680 Check Date 01/11/12 Stub I of I CKRQ FLR 125201100006A 61/06/12 Leased Due 395.00 395.00 395.00. 395.00 00674680 DATE AMOUNT 01/1111/12 $*-****395.00 Crown Castle USA Inc. a4%IP Awe, c0NWWAm'---- Both Signatures Required If Over $5.000.00 - Void After 180 Days II°674680119 1: h I 10011501: 11'0010341045311° 'town Castle USA Inc. Check No 674680 Check Date 01/11/12 Stub I of I CKRQ FLR 125201100006A 61/06/12 Leased Due 395.00 395.00 395.00. 395.00 P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 August 16, 2012 Scott Ivey PWC, Inc. 900 West Gladstone St. San Dimas, CA 91773 Dear Mr. Ivey: (760) 777-7000 FAX (760) 777-7101 VILIE cony 1 have received your letter on August 16, 2012 requesting permission to work outside of the construction hours established by La Quinta Municipal Code Section 6.08.050, at various locations along Avenue 50, Avenue 54, Jefferson Street, Washington Street, and Avenue 52. Exception 2 of the above-mentioned code section allows the issuance of an early work permit under certain specific conditions. It is our determination that a sufficient need exists due to the need to enter the manholes to place fiber cable with minimal traffic congestion. Therefore, an early work permit is hereby granted under the "long process material" provision of the exception, subject to the following. conditions: 1. This permit is only valid for work performed for Permit 12041 from. August 19, 2012 to September 12, 2012, Sunday through Thursday nights. 2. Early work hours shall start from 9:00 p.m. and all lanes shall be opened no later than 6:00 a.m. 3. The work allowed under this early work permit is limited to entering the manholes to place fiber cables at the locations along Avenue 50, Avenue 54, Jefferson Street, Washington Street, and Avenue 52 (See Attachment 1. for locations). 016 Page l of 2 4.. This permit shall be revoked upon receipt by the Public Works Department of any citizen complaint of construction noise occurring during the extended hours granted by this early work permit, or upon violation of any condition of this early work permit: All work not specifically included in the terms of this early work permit shall be performed only during Code -established construction hours or by a separately issued early work permit. Sincerely, Frank. Sp acek City Ma-n-a-q6r Attachment: 1 . Manhole Locations Exhibit cc: Timothy R. Jonasson, Public Works Director/City Engineer Greg Butler, Building & Safety Director Bryan McKinney,. Principal Engineer La Quinta Police Department Fire Department Page 2 of 2 To Drawing 2 of 2 L � Verizon FLR 125201100008 Located In dub face - La Quinla overview drawing / of 2 CROWN. Legend ' CASTLE 0 MH 296 Blue Indicates Sidewalk 1100 Dexter Ave 0 MH 296 Red Indicates Stieet Seattle, WA, 96109 ' 206-632-0931 • 650' O 630' Ca3 653' 0 760' a 0 M 51 Manhole 53 8 54 may be located south of road of.edge of m pavment by as much as 60'. use metal locator •AIMHSO N V(lh7qe Shopoinq Cntr. MH 26 MH 25 I Tampico. 0 M 176 -' Avenida La Fonda w . 0 MH 177 c v $ 0 MH 121 Nupqtra Avenue 52 a3 656 0 656' o L) ' 3 V 0 MH 134 ' 665 x x g _ located in street ti . ins ,IOMH 188 o g < ry Avenue 50 f 460' 13. 606 O 470' CO f 769' O 589,0 5 1 0 570' O 333' 0 2 a MH 127 434 Ir Verizon RLR 125201100006 La Duirua overview drawing 2 Of 2 ' To Drawing 1 of 2 c�ov�N 0 N ' Seattle: WA. 98109 s Vie Maravilla 0 MH 487 Nm N . Pomel St. 0 MH 489 ,IOMH 188 o P' 'm ' N Avenue 52 MH 127 434 Ir Verizon RLR 125201100006 La Duirua overview drawing 2 Of 2 ' To Drawing 1 of 2 c�ov�N 1100 Dexter Ave ' Seattle: WA. 98109 206.632-0931. Hello Amy, PWC has submitted an application for an encroachment permit. The project includes installing fiber in existing ducts, placing sub duct in existing ducts and rope for futures. The project should take no more than a few weeks. We would like to see if we can get approval to work these areas at night. We would like to start Sunday night 8-19-12,Our completion date will be 9-12-12 if this is accepted. We would like our work time to be Sunday 9:00 P.M. to 6:00 A.M. through Thursday 9:00 P.M. to 6:00 A.M. Thank you for your time, Scott Ivey (Senior Project Manager) s Citv of La Quinta . ' The following General and Special Provisions are attached to and made a part of Permit Number 12041 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 followinq shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( *' N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461.' ❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/d') to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (" N/A ") of class (" N/A "" ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. f S C � 1. t l� 7 ( i City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ❑ R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ ' R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, 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 (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 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. 0 PERMIT NO. 12041 PWC, Inc. (for Crown Castle) / Traffic Control to Enter Manhole to Place Rope, Fiber, Sub Duct in Existing Conduits / Various Locations on Ave 50, Ave 54, Jefferson St, Washington St, and Ave 52 In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. The permittee may only work at night if approved by the City Manager. If approved by the city manager, night work may be halted if the city receives complaints about the night work. 3. 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. 4. "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." 5. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 6. 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. 7. 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. 8. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA compliant pathways leading to areas for use of public transportation systems. 9. 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. 10. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 11. PWC, Inc. (Scott Ivey), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 12. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. Special Conditions Page I of 6 J � � 1 � 1 � PERMIT NO. 12041 PWC, Inc. (for Crown Castle) / Traffic Control to Enter Manhole to Place Rope, Fiber, Sub Duct in Existing Conduits / Various Locations on Ave 50, Ave 54, Jefferson St, Washington St, and Ave 52 13. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 14. The permittee is required to provide a changeable message board informing the commuters using the affected Major and Primary Arterial roads of major construction and 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. 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 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 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 Special Conditions Page 2 of 6 PERMIT NO. 12041 PWC, Inc. (for Crown Castle) / Traffic Control to Enter Manhole to Place Rope, Fiber, Sub Duct in Existing Conduits / Various Locations on Ave 50, Ave 54, Jefferson St, Washington St, and Ave 52 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. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 21. 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 the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. 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. 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. 23. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5t" Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 24. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer'II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. No excavation or backfill will be required on this project. Reapply if excavation is required. Special Conditions Page 3 of 6 PERMIT NO. 12041 PWC, Inc. (for Crown Castle) / Traffic Control to Enter Manhole to Place Rope, Fiber, Sub Duct in Existing Conduits / Various Locations on Ave 50, Ave 54, Jefferson St, Washington St, and Ave 52 25. 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 or applicant. 26. 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 27. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 28. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 29. 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. 30. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval 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 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. 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 Special Conditions Page 4 of 6 PERMIT NO. 12041 PWC, Inc. (for Crown Castle) / Traffic Control to Enter Manhole to Place Rope, Fiber, Sub Duct in Existing Conduits / Various Locations on Ave 50, Ave 54, Jefferson St, Washington St, and Ave 52 Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. 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. No excavation or backfill will be required on this project: Reapply if excavation is required. 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. No excavation or backfill will be required on this project. Reapply if excavation is required. 34. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, 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: No excavation or backfill will be required on this project. Reapply if excavation is required. 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. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved Y2" 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 Special Conditions Page 5 of t 1 ` ± 1 , PERMIT NO. 12041 PWC, Inc. (for Crown Castle) / Traffic Control to Enter Manhole to Place Rope, Fiber, Sub Duct in Existing Conduits / Various Locations on Ave 50, Ave 54, Jefferson St, Washington St, and Ave 52 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 3/4" 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. 41. If it is the intent of the permittee to cut the pavement and have it restored by a third parry, 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 6 of 6 r To Drawing 2 of 2 in c 0 N , w Avenue 52 MH 127 0 MH 274 0 "v r MH 1280 to ' MH 3270 to ' 0 MH 275 ❑ Villacie n CAub , MH 129 0 ED Manhole 277 under dirt or asphalt. use metal rodder MH 276 0 with locater or metal locater to find manhole NN MH 102 V385,697 Verizon FLR 125201100006 in curb face La Qulnta overview drawing 1 Of 2 fxiL� Avenue 54 0 765' 0 781' 0 7617 0 759' 0 768' 0 M. 0 MH 284 CROWN / Legend CASTLE Unable to located lid. May be covered 0 MH 296 Blue Indicates Sidewalk 1100 Dexter Ave 0 MH 298 Red Indicates Street Seattle, WA, 98109 208.632-0931 v tv x x i Avenue 50 ij,V.N 52 850' 0 830' 0 653' 0 760' 0 786' 460' `m 605' o 470' 0 J 769' o 589' o 5' o 570' 0 333' 0 23 0 Q O q N 0 1° f i a 1pm g 2 x x rn `g x O a i m MH 51 5 3 Manhole 53 & 54 may be located south of road of edge of Via Maravilla 0 MH 487 pavment by as much as 60'. use metal locator N MH 50 Pomelo SL 0 MH 488 N Village Shopping Cntr. MH 26 to �i MH 25 N Cage Tampico. MH 24 ❑ MH 176 Avenida La Fonda (I MH 177 c e [I MH 121 ues Avenue 52 v9 20' 856' 0 656' 20 v 0MH 13 S K4 = m IOcated In Street rj O� p MH 188 n ti S o °1 iA NAvenue 52 MH 127 ' Verizon FLR 125201100008 La Quinta overview drawing 2 Of 2 To Drawing 1 of 2 _ OCROWN 1100 Dexter Ave - - Seattle, WA, 98109 206832-0931 IFr.Fmn R = ROPE V = VACANT • = OCCUPIED INNERDUCT = EMPTY INNERDUCT • = BARE FIBER • = COPPER AP = AIR PIPE M = MULETAPE T = TRACER WIRE TO MANHOLL TO MANHOLE 135 X m0 MH 0134 Wir �'/� MH a 13S 0 AVENUE 52 TN OMH 0 136 MH M 137 0 TO MANHOLE TO MANHOLE PROJECT NAME: LA QUINTA F m JOB NUMBER: UB9759 z 0 ENGINEERED BY: HHS CONST. CROWN CASTLE _z DATE: 12-21-11 = 0 M K 138 3 SHEET 1 OF 22 J MANHOLE#13; MANHOLE # 136 . r TO MANHOLE TO MANHOLE Crown Castle to use Crown Castle to use Castle to use Crown Castle to use this vacant sub duct this vacant sub duct cant sub duct this vacant sub ductO Ithis OI2 0O O O LEGEND R = ROPE V = VACANT TO MANHOLE TO MANHOLE • = OCCUPIED INNERDUCT = EMPTY INNERDUCT PROJECT NAME: LA QUINTA • =BARE FIBER Q O MH#iia v~i JOB NUMBER: UB9759 W z ENG INEERED BY: HHS CONST. ' . - = COPPER AVENUE 52 CROWN CASTLE AP = AIR PIPE W MH#135 O O MH#136 z MH W MH#138 O = O DATE: 12-21-11 M = MULETAPE W SHEET 2 OF 22 J MANHOLE#13; MANHOLE # 136 J MANHOLE#13; Crown Castle to place 3 sub duct in this vacant 4" duct Crown Castle to LEGEND place 3 sub duct in this vacant 4" duct R = ROPE V = VACANT • = OCCUPIED INNERDUCT EMPTY INNERDUCT • = BARE FIBER •= COPPER MH#138 0 AP = AIR PIPE M = MULETAPE • :: V �V V V V V V MANHOLE #121 H nn a a a a A n tt A TO MANHOLE 138 z MH#121 0 WASHINGTON ST. TAMAZULA OMH#177 MANHOLE #177 0 0 i a 0 110 A n Crown Castle to A A 'NEED TO POWER WASH- LOTS OF SAND IN DUCTS A n place 3 subduct ]in--Tthis vacant 4" duA NTO MANHOLE 121 OMH#176 MH#240 F U TO MANHOLE 176 Crown Castle to • place 3 sub duct in ..V this vacant 4" duct V V V V V V MANHOLE #177 0 0 i a 0 110 A n Crown Castle to A A 'NEED TO POWER WASH- LOTS OF SAND IN DUCTS A n place 3 subduct ]in--Tthis vacant 4" duA NTO MANHOLE 121 OMH#176 MH#240 F U TO MANHOLE 24 TO MANHOLE 25 Crown Castle to V V place 3 sub duct in :: V V V this vacant 4" duct V ' R V V JCrown Castle to use V V � this vacant sub duct LEGEND Crown Castle to place 3 sub duct in this vacant 4" duct R = ROPE V = VACANT • = OCCUPIED INNERDUCT = EMPTY INNERDUCT • = BARE FIBER •= COPPER TAMAZULA AP = AIR PIPE M = MULETAPE MANHOLE: # 111, A A A A �A A :A 0MH#177 TN z a z _ WASHINGTON ST. 0MH#176 MH#240 Q 0M1#25 U MH#260 MANHOLE #24 O_ E 110 • • Crown Castle to ' m place 3 sub duct in this vacant 4" duct TO MANHOLE 176 PROJECT NAME: LA QUINTA JOB NUMBER: UB9759 ENGINEERED BY: HHS CONST. CROWN CASTLE DATE: 12-21-11 SHEET 4 OF 22 i UC Tau lkl — TO MANHOLE 26 TO MANHOLE 50 Crown Castle to use • .o v • • • Crown Castle to use this vacant sub duct 1d • this vacant sub duct 0 MANHOLE #25 0 x ¢ MANHOLE 26 O x Z a O O O Crown Castle to use O LEGEND Crown Castle to use -1 this vacant sub duct this vacant sub duct . • R = ROPE V = VACANT TO MANHOLE 24 TO MANHOLE 25 • = OCCUPIED INNERDUCT = EMPTY INNERDUCT z Z PROJECT NAME: LA OUINTA • =BARE FIBER ° a JOB NUMBER: UB9759 ...,. ,t .. , o ENGINEERED BY: HHS CONST.`" .. ,. • = COPPER WASHINGTON ST, CROWN CASTLE AP =AIR PIPE MH#240 W OMH#25 MH#260 Q OMH#50 MH#51 O DATE: 12-21-11 MH#520 W M = MULETAPE J > < SHEET 5O 22 1 QC, 1111116 ow - 0 C , TO MANHOLE 51 TO MANHOLE 52 V 7— Crown Castle to use R • Need to verify if W this vacant sub duct • • vacant ducts appear • • �in �« MH 52 w OI z a MANHOLE950 w 4 < MANHOLE #51 0 0 = z z O LEGEND Crown Castle to use • • ' : • O O o • • 88 Crown Castle to use this vacant sub duct a • this vacant sub duct a • R = ROPE 0• V = VACANT TO MANHOLE 26 TO MANHOLE 50 a = OCCUPIED INNERDUCT N = EMPTY INNERDUCT Z • = BARE FIBER ° c, a PROJECT NAME: LA OUINTA JOB NUMBER: UB9759 • =COPPER o WASHINGTON ST. ENGINEERED BY: HHS CONST. CROWN CASTLE AP =AIR PIPE MH#240 OMH#25 w MH#260 J 0MH#50 MH#510 z DATE: 12-21-11 MH#520 w M = MULETAPE 5 a - SHEET 6 OF 22 OLE • • MAXCELL- • > MANHOLE # S2 < • 'O .�. ..< LEGEND Need to verify if vacant ducts appear �in MH 51 R = ROPE V = VACANT • = OCCUPIED INNERDUCT = EMPTY INNERDUCT • = BARE FIBER Z •= COPPER ° rown Castle to ace 3 sub duct in its vacant 4" duct MH 53 & 54 Lids 0 under asphalt 0 0 TO MANHOLE Crown Castle Din—/ • place 3 sub duthis vacant 4" a a TO MANHOLE 51 TO MANHOLE AVENUE 50 AP=AIR PIPE _ 0MH#5: MH#530 0MH#54 MH#320 MH#330 K M = MULETAPE a PROJECT NAME: LA QUINTA JOB NUMBER: UB9759 ENGINEERED BY: HHS CONST. CROWN CASTLE DATE: 12-21-11 SHEET 7 OF 22 O 0 Crown Castle to place 3 sub duct in this vacant 4" duct MANHOLE#32 Crown Castle Din—/ • place 3 sub duthis vacant 4" a a TO MANHOLE 51 TO MANHOLE AVENUE 50 AP=AIR PIPE _ 0MH#5: MH#530 0MH#54 MH#320 MH#330 K M = MULETAPE a PROJECT NAME: LA QUINTA JOB NUMBER: UB9759 ENGINEERED BY: HHS CONST. CROWN CASTLE DATE: 12-21-11 SHEET 7 OF 22 O 0 Crown Castle to place 3 sub duct in this vacant 4" duct • MANHOLE#112 • ; z b< 10 MANHOLE TO MANHOLE • • MANHOLE#33 • " • • O •�• 2 •<;L1 O O O 2 2 Z O • 2 O 2 O O Castle to Crown Castle to Crown Castle to Crown Castle to 3 sub duct in IPC,=n place 3 sub duct in place 3 sub duct in place 3 sub duct in LEGEND this vacant 4" duct this vacant 4" duct this vacant 4" duct this vacant 4" duct R = ROPE V = VACANT TO MANHOLE TO MANHOLE • = OCCUPIED INNERDUCT = EMPTY INNERDUCT PROJECT NAME: LA OUINTA • = BARE FIBER w w JOB NUMBER: UB9759 w ENG D BE: HHS CONST. • = COPPER AVENUE 50 CROWN CA AP =AIR PIPE 0 = DATE: 12-21-11 0 MH#320 MH#330 MH#112 MH#4050 ¢ MH#113 M = MULETAPE a = SHEET 8 OF 22 • MANHOLE#112 • O o O Z � f � O O O O Crown Castle to sown Castle to Crown Castle to Crown Castle to LEGEND place 3 sub duct in yplace 3 sub duct in place 3 sub duct in place 3 sub duct in this vacant 4" duct (this vacant 4" duct this vacant 4" duct this vacant 4" duct R = ROPE V = VACANT TO MANHOLE TO MANHULE • = OCCUPIED INNERDUCT = EMPTY INNERDUCT PROJECT NAME: LA QUINTA • = BARE FIBER wz JOB NUMBER: UB9759 w z ? ENGINEERED BY: HHS CONST. • = COPPER w AVENUE 50 CROWN CASTLE AP =AIR PIPE MH#112 MH#405= MH#34 0 DATE: 12-21-11 a 0 0 w 0 M11#113 M = MULETAPE a = o SHEET 9 OF 22 #405 LY � MANHOLE 113 r4 z � E TO MANHOLE MANHOLE TO MANHOLE O #405 LY � CY� �� MANHOLE 113 • • > > MANHOLE # 114 • • HT1 T1 MANHOLE # 34 .Z] •fid'• •Z)• • a, ' t \ e il�l l)�a TO MANHOLE TO MANHOLE Z 2 Z Z 2 O O O 2 O Crown Castle to Crown Castle to Crown Castle to p lace 3 sub duct in place 3 sub duct in Crown Castle to place 3 sub duct in LEGEND this vacant 4" duct this vacant 4" duct place 3 sub duct in this vacant 4" duct this vacant 4" duct R = ROPE V = VACANT TO MANHOLE TO MANHOLE • = OCCUPIED INNERDUCT =EMPTY INNERDUCT PROJECT NAME: LA OUINTA • = BARE FIBER Z < JOB NUMBER: UB9759 o AVENUE 50 J ENGINEERED BY: HHS CONST. • = COPPER CROWN CASTLE AP = AIR PIPE 0 MH#113 MH#34 0 L) 0 MH#114 MH#2100 a ¢ 0 DATE: 12-21-11 MH#211 _ M = MULETAPE o > SHEET 10 OF 22 • • > > MANHOLE # 114 • • HT1 T1 MANHOLE # 34 .Z] •fid'• •Z)• • • • > > MANHOLE # 114 • • • .1] • O 0 0 Crown Castle to LEGEND 1place 3 sub duct in this vacant 4" duct TO MANHOLE R = ROPE V = VACANT • = OCCUPIED INNERDUCT = EMPTY INNERDUCT • = BARE FIBER •= COPPER AP = AIR PIPE 0 MH#114 M = MULETAPE O 0 0 Crown Castle to place 3 sub duct in this vacant 4" duct TO MANHOLE N 5I AVENUE50 TO MANHOLE MANHOLE x'_11 O 0 Crown Castle to place 3 sub duct in this vacant 4" duct MH#2100 �I 0 MH#211 MH#2120 LLI 0 W.I. M11#2130 TO MANHOLE PROJECT NAME. LA OUINTA JOB NUMBER: UB9759 ENGINEERED BY: HHS CONST. CROWN CASTLE DATE. 12-21-11 SHEET 11 OF 22 O 0 0 Crown Castle to place 3 sub duct in this vacant 4" duct • • • • �0 Z1 Z1 • 0 MANHOLE x210 R = ROPE V = VACANT • = OCCUPIED INNERDUCT = EMPTY INNERDUCT • = BARE FIBER •= COPPER AP = AIR PIPE 0 MH#114 M = MULETAPE O 0 0 Crown Castle to place 3 sub duct in this vacant 4" duct TO MANHOLE N 5I AVENUE50 TO MANHOLE MANHOLE x'_11 O 0 Crown Castle to place 3 sub duct in this vacant 4" duct MH#2100 �I 0 MH#211 MH#2120 LLI 0 W.I. M11#2130 TO MANHOLE PROJECT NAME. LA OUINTA JOB NUMBER: UB9759 ENGINEERED BY: HHS CONST. CROWN CASTLE DATE. 12-21-11 SHEET 11 OF 22 O 0 0 Crown Castle to place 3 sub duct in this vacant 4" duct • � !L' � � .ZI Tl � • MANHOLE#212 CY � G �.� - K, LK EAS r " TO MANHOI F TO MANHOLE O 2 Z i O O 0 O O 0 O O 2 Z 0 O Crown Castle to astle to CrEe3 Crown Castle to LEGEND place 3 sub duct in plasub duct inthint place 3 sub duct in 4" duct this vacant 4" duct this vacant 4" duct R = ROPE V = VACANT TO MANHOLE TO MANHOLE • = OCCUPIED INNERDUCT = EMPTY INNERDUCT PROJECT NAME: LA QUINTA • = BARE FIBER < u JOB NUMBER: UB9759 • = COPPER AVENUE 50 o CROENGWN CASTLED B: HHS CONST. AP = AIR PIPE 0 MH#114 MH#2100 a < 0 w MH#211 MH#2120 0 MH#404 DATE: 12-21-11 MH#2130 M = MULETAPE > W SHEET 12 OF 22 • � !L' � � .ZI Tl � • MANHOLE#212 CY � G �.� •� �� Zl Gam• MANHOLE # 213 MANHOLE#404 � ,r, - tae •z'� { r- TO MANHOLE TO MANHOLE Crown Castle to place 3 sub duct in this vacant 4" duct • 02m 00 0 MANHOLE # 487 o v 1z < i o z Bypassing this MH < E 0 0 0 0 LEGEND R = ROPE V = VACANT TO MANHOLE TO MANHOLE • = OCCUPIED INNERDUCT �Z = EMPTY INNERDUCT PROJECT NAME: LA QUINTA FLfl • = BARE FIBER a JOB NUMBER: UB9759 0 > r- ENGINEERED BY: HHS CONST. •= COPPER w MH#404 MH#4870 MH#4880 CROWN CASTLE AP =AIR PIPE JEFFERSON ST. w DATE : 12-21-11 M = MULETAPE < 0 MH#212 > a SHEET 13 OF 22 MANHOLE#404 0 MANHOLE a 188 O TO MANHOLE TO MANHOLE], mNr88 111 MANHOLE #488 z 0 Bypassing this MH ° 0 ° z 0 0 Crown Castle to n LEGEND place 3 sub duct jin---�this vacant 4" du R = ROPE V = VACANT TO MANHOLE TO MANHOLE • = OCCUPIED INNERDUCT = EMPTY INNERDUCT PROJECT NAME: LA OUINTA • = BARE FIBER JOB NUMBER: UB9759 O O ENGINEERED BY: HHS CONST. • =COPPER MH a4na MH# iee CROWN CASTLE AP =AIR PIPE JEFFERSON ST. DATE: 12-21-11 OMH#127 o > M = MULETAPE a < SHEET 14 OF 22 0 MANHOLE a 188 O TO MANHOLE - TO MANHOLE 127 R Crown Castle to place 3 sub duct in Crown Castle to use R Rw this vacant 4" duct to this vacant sub use • ii MH 188 • • �•«� ,po• Ix ro> MANHOLE # 127 < • • ' 1,I :O �1;. �OF-ppOWp COM 91 < �4 _y. TO MANHOLE - TO MANHOLE 127 R Crown Castle to place 3 sub duct in Crown Castle to use R Rw this vacant 4" duct to this vacant sub use • ii MH 188 • LEGEND R = ROPE V = VACANT = OCCUPIED INNERDUCT = EMPTY INNERDUCT • = BARE FIBER �=COPPER MH#71110 AP = AIR PIPE M = MULETAPE TO MANHOLE w OMH#127 '• o • ;il i E 0 Crown Castle to use this vacant sub duct to MH 274 JEFFERSON ST. TN OMH#274 OMH#128 MH#327 O MH#2750 MANHOLE # 274 0 x z E 0 Crown Castle to use • this vacant sub duct a a !f a a• a TO MANHOLE 128 PROJECT NAME: LA OUINTA JOB NUMBER: UB9759 ENGINEERED BY: HHS CONST. CROWN CASTLE DATE: 12-21-11 SHEET 15 OF 22 • �•«� ,po• Ix ro> MANHOLE # 127 < • • ' 1,I :O �1;. �OF-ppOWp COM 91 < LEGEND R = ROPE V = VACANT = OCCUPIED INNERDUCT = EMPTY INNERDUCT • = BARE FIBER �=COPPER MH#71110 AP = AIR PIPE M = MULETAPE TO MANHOLE w OMH#127 '• o • ;il i E 0 Crown Castle to use this vacant sub duct to MH 274 JEFFERSON ST. TN OMH#274 OMH#128 MH#327 O MH#2750 MANHOLE # 274 0 x z E 0 Crown Castle to use • this vacant sub duct a a !f a a• a TO MANHOLE 128 PROJECT NAME: LA OUINTA JOB NUMBER: UB9759 ENGINEERED BY: HHS CONST. CROWN CASTLE DATE: 12-21-11 SHEET 15 OF 22 - 6i w - 0• TO MANHOLE • TO MANHOLE • • U R V Crown Castle to use Crown Castle to use this vacant sub duct w V • MANHOLE #128 this vacant sub duct • R MANHOLE #32' O 1 2 0 O Crown Castle to use n O O O I 2 O O =g • this vacant sub duct Crown Castle to use a Y LEGEND this vacant sub duct A •nn••n R = ROPE A n V = VACANT TO MANHOLE TO MANHOLE • = OCCUPIED INNERDUCT Z N = EMPTY INNERDUCT PROJECT NAME: LA OUINTA • = BARE FIBER m JOB NUMBER: UB9759 = COPPER MH # 188 O JEFFERSON ST. ENGINEERED BY: HHS CONST. • CROWN CASTLE AP = AIR PIPE w MH#127 ; O O MH#274 O MH#128 DATE: 12-21-11 MH#327 MH#275 O O < M = MULETAPE a _ SHEET 16 OF 22 i TO MANHOLE TO MANHOLE .RR Crown Castle to use R R •• •y0 • v V this vacant sub duct Castle to place 1-4" duct MANHOLE#275 n MH 275 & 129 using Eexisting MANHOLE#129 ° ° knock outs and place 3 ° v ` 0 ts 0 Crown Castle to use a LEGEND this vacant sub duct R = ROPE V = VACANT TO MANHOLE TO MANHOLE • =OCCUPIED INNERDUCT z N = EMPTY INNERDUCT PROJECT NAME: LA OUINTA • = BARE FIBER JOB NUMBER: UB9759 • =COPPER v JEFFERSON ST. ENGINEERED BY. HHS CONST. w CROWN CASTLE _.,.: ..,.. ,...:.. , AP =AIR PIPE " MH#327 O MH#2750 J 0 MH#129 MH#2760 0 MH#102 MH#2770 z DATE: 12-21-11 j M = MULETAPE > Q SHEET 17 OF 22 i y �v?59 .'RAN 74G t , 1� TO MANHOLE TO MANHOLE Crown Castle to use Crown Castle to use this vacant sub duct this vacant sub duct F, 88 . V w MANHOLE #276 MANHOLE #102 o O o 0 x x < Z Z O O O O Crown Castle to use " A LEGEND this vacant sub duct A Crown Castle to use a this vacant sub duct R = ROPE V = VACANT TO MANHOLE TO MANHOLE • = OCCUPIED INNERDUCT z N = EMPTY INNERDUCT PROJECT NAMELA QUINTA • = BARE FIBER JOB NUMBER: UB9759 • =COPPER JEFFERSON ST. ENGINEERED BY: HHS CONST. w CROWN CASTLE AP =AIR PIPE Z DATE: 12-21-11 MH#327 0 MH#2750 J 0 MH#129 MH#2760 0 MH#102 MH#2770 j M = MULETAPE > < SHEET 18 OF 22 LEGEND TO MANHOLE > x ft� G MANHOLE #278 w O O Crown Castle to use this vacant sub duct R = ROPE V = VACANT TUMANHOLE • = OCCUPIED INNERDUCT = EMPTY INNERDUCT • = BARE FIBER •= COPPER M"'270 o AP = AIR PIPE LL LL M = MULETAPE W TN o E 0 Crown Castle to use this vacant sub duct TO MANHOLE OMH#278 O MH#279 MH#2800 O MH#281 MH#2820 AVENUE 54 Crown Castle to use this vacant sub duct To MANHOLE MANHOLE 4279 OMH#278 O MH#279 MH#2800 O MH#281 MH#2820 AVENUE 54 Crown Castle to use this vacant sub duct To MANHOLE TO MANHOLE MANHOLE #280 O 0 x z O o Crown Castle to use LEGEND this vacant sub duct R = ROPE V = VACANT TO MANHOLE • = OCCUPIED INNERDUCT =EMPTYINNERDUCT • = BARE FIBER n •= COPPER MH#2770 o Crown Castle to use this vacant sub duct AP = AIR PIPE M = MULETAPE OMH # 278 O MH # 279 MH # 280 0 AVENUE 54 TN OMH#281 M1#2820 TO MANHOLE. w MANHOLE #281 w 0 0 o � o Crown Castle to use Crown Castle to use this vacant sub duct this vacant sub duct TO MANHOLE PROJECT NAME: LA QUINTA U JOB NUMBER: UB9759 ENGINEERED BY: HHS CONST. CROWN CASTLE DATE: 12-21-11 SHEET 20 OF 22 J a: TO MANHOLE TO MANHOLE MANHOLE # 282 MANHOLE # 283 0 0 0 0 x x x z .. ,• a a a E 0 0 i o \ o o � o Crown Castle to use Crown Castle to use Crown Castle to use Crown Castle to use LEGEND this vacant sub duct this vacant sub duct this vacant sub duct this vacant sub duct R = ROPE I T I V = VACANT TO MANHOLE TO MANHOLE • = OCCUPIED INNERDUCT _ = EMPTY INNERDUCT PROJECT NAME: LA QUINTA --fin n( • = BARE FIBER JOB NUMBER: UB9759 . ........... MH#800 0 MH#281 MH#2820 0 MH#283 MH#1480 ENGINEERED LE HHS CONST. ' 9= COPPER - z CROWN casr` �n DATE: 12-21-11 AP = AIR PIPE AVENUE 54 0 0 MH#284 M = MULETAPE SHEET 21 OF 22 TO MANHOLE >• •< MANHOLE # 148 O O Crown Castle to use this vacant sub duct Crown Castle to use LEGEND this vacant sub duct R = ROPE V = VACANT TO MANHOLE • = OCCUPIED INNERDUCT =EMPTYINNERDUCT • = BARE FIBER •= COPPER MH#2800 AP = AIR PIPE M = MULETAPE TN 0 11H#281 MH#2820 0 MH#283 MH#1480 Z AVENUE 54 TO MANHOLE TO MANHOLE PROJECT NAME: LA OUINTA JOB NUMBER: UB9759 ENGINEERED BY: HHS CONST. CROWN CASTLE DATE: 12-21-11 0 MH#284 SHEET 22 OF 22 krea Traffic Control Handbook t Hand Lane Closure on Far Side of Intersection F", A Optional right turn area B >� y CA MUTCDTA-22B (CA) (Modified) . . . . . .. . . .. . . . . .. ........... . A 34 Work Area Traffic Control Handbook Work f\w Mid Block Bike Lane Closure NOT TO SCALE i ; ... .. .. ..... 30 Work Area Traffic Control Handbook Work On Shoulders CA MUTCD TA -3 (Modified) NOT TO SCALE 19 Yr I� F7 IX dbook Work Area Traffic Control Handbook Mid Block Right Lane Closure 31 NOT TO SCALE t . 4 a r, r " worx on Freeways and Expressways with speeds of 65 mph or greater shall meet the Standard Plans and Standard Specifications of Caltrans. Posted Speed or observed operating speed (whichever is greater). t't Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or area's of head-on conflict. (4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. (s) Sign spacing in rural areas should be 500 ft. "•a�:110 Sr - t' : a•+ ',�' „� - i4s Vii, r�. .v ry.`n,,, ;;{' \`c7-6 MINIMUM RECOMMENDED CHANNELIZJNG DEVICE AND SIGN SPACING r'I SPEED "S" MPH(4 DIMENSION A SIGN SPACING() ft DIMENSION B MINIMUM MERGING TAPER L ft DIMENSION C MINIMUM SHIFTING TAPER 12 L ft DIMENSION D MINIMUM SHOULDER TAPER 1/3 L ft DIMENSION E BUFFER SPACES ft MAXIMUM CHANNEUZER SPACING TAPERS ft MAXIMUM CHANNEUZER SPACING TANGENT ft 25 100 125 63 42 158 25 50 30 250 180 90 60 205 30 60 35 250 245 123 82 257 35 70 40 250 320 160 107 315 40 80 45 350 540 270 180 378 45 90 50 350 600 300 200 446 50 100 55 500 660 330 220 520 50 100 60 500 720 360 240 598 50 •100 65(1) 500 780 390 260 682 50 100 " worx on Freeways and Expressways with speeds of 65 mph or greater shall meet the Standard Plans and Standard Specifications of Caltrans. Posted Speed or observed operating speed (whichever is greater). t't Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or area's of head-on conflict. (4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. (s) Sign spacing in rural areas should be 500 ft. "•a�:110 Sr - t' : a•+ ',�' „� - i4s Vii, r�. .v ry.`n,,, ;;{' \`c7-6 ►� � a �a -. •. TYPICAL• SHOULDER CLOSURE CL W21 -SDR SEE TABLE 1 FOR CORE SPACING - SMOULDER WORK AREA - O O OSEE ATE L43 A • AND TABLE 2 ADVANCE WARNING SIGNS, SEE TABLE 1 ISEE TABLE 2 SEE TABLE 3 'I • • • • • • 0 • a • • AA • • • NORK AREA O O o SHOULDER • �l/ • •/ SEE TABLE 1 FOR CONE SPACING /IN EE TABLE 1 ROAD TYPICAL LANE CLOSURE SAD I ti A W20-1� C20 (CA) (Rt) W4 -2R TABLE 1 TABLE 2 TABLE 3 DISTANCE BETWEEN SIGNS ROAD TYPE I MIA A ft) URBAN SPEED 25 mph OR LESS 100 URBAN (SPEED 30 ml>h OR MORE) 350 RURAL 500 EXPRESSWAY /FREEWAY ISEE NOTE 3 APPROACH x Min x MIn Max SPACING SPEED L L/3 OF CONES m h ft ft 4t 2e AND RFLOWI Re 1 3e 2e • LEGENQ TRAFFIC CONE 0 TRAFFIC CONE (OPTIONAL TAPERI f TEMPORARY SIGN "wf— DIRECTION OF TRAVEL ® • FLASHING ARROW SIGN (FAS) aa'e FAS SUPPORT OR TRAILER Ali PORTABLE FLASHING BEACON DOWNGRADE APPROACH Min Min D x SPEED 0 - -3y. -6X. -9z mph ff ft ft ft 25 AND BELOW 155 158 165 173 30 200 205 215 227 35 250 257 271 287 40 30S 316 333 354 45 360 378 400 427 50 425 446 . 474 507 OVER 50 1 SEE NOTE -3 It USE ON SUSTAINED DOWNGRADE STEEPER THAN -3 PERCENT AND LONGER THAN 1 NILE. SIGN PANEL S17F (Min) �A 36" z 36" �B 36" z 16" ' SHOULDER f� 500' G20-2 SEE NOTE 2 1. California code are designated by (CA). Otherwise, Federal IMUTCO) codes are shown. 2. A G20-2 "END ROAD WORK" sign, as epproprlote, shall be placed at the end of the Ione closure unless the end of work area is obvious, or ends within a larger project's limits. 3. For approach speeds over 50 mph, me the "Traffic Control System for Lane Closure On Freeways And ExPresswoys' plan for lone Closure details and requirements. 4. D Is longitudinal buffer space and le opt IonoI only when work area 16 beyond the shoulder or clear recovery zone where there Is no shoulder. REGISIERED CIVIL ENGINEER STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS NO SCALE ' Y 4i