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3111NOTE: With proper validati�n ' this form constitutes an encroachment permit t CITY OF LA QUINTA \ ! APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 I I I DATE: 12/29/99 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION AIRPORT BLVD. ,E/O MADISON ST. (Street address or Description of Location) PURPOSE OF CONSTRUCTION PLACE NEW CROSS CONNECT Sketch (attach construction plans if appropriate) CARTNRT VOR mny TuncmS DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL PL 78' 4-4". PVC & 1060N A2" CCNr.. PAT) SEE ATTACHED CONDITIONS SIZE OF EXCAVATION, IF NEEDED 7A x %R ut 9' APPROXIMATE TIME WHEN WORK WILL BEGIN nl jna.1 o)nnr APPROXIMATE TIME OF COMPLETION 011.115.19000 ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend' and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable nrules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of/fhi' work. i // Name of Applicant (please print) Signature of Appli Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No City Business License No. Applicant's Insurance Company Policy Number . FEES: Subdivision Improvement Permit Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee Permit. Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by -0- Date PERMIT VALIDATION PERMIT NO. 3111 DATE APPROVED 12/29/99 EXPIRATION DATE 3/15/00 DATE ISSI ED I2/30/99 By� oAdministrative Authority Telephone: (760) 777-7075 The following General,and Special Provisions are attached to and made a part of Permit No. 1 I GENERAL PROVISIONS The following shall always apply: ' ENROACEMM ON PRIVATE PROPERTY .This permit authorizes work to be accomplished within City of3a Quinta 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. TRACKLAYING CONSTRUCTION EQUIPWITP Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. Ail mechanical outriggers shall be fitted with rubber street shoes to protect the paving•during•excavadons. Rubber -tired equipment only shall be used in.bkckfill operations 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 (27 of A.C. surfacing plus appropriate seal twat 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 La Quinta City -Public Works in Suitable detours and detour signs shall be placed and maintained for the duration of -the project. The City-shail-be notified.24-hours in advance ofany traffic detours-or.delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 idrainage.structures, City_of.Ia Quetta shall be notified prior to commencement of this work. Drainage structures and open drams shall be kept free of debris at alltimes for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shallbe 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 shell be replaced to their original standard or better. All excess material shall be.removed _ prior to paviug: -Watef tanker "be used, as required, to sprinkle the job site, to keep down dust conditions and shall be used immediately after backfill. DF-WATER OPERA71ONS: 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 STREM' No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining Property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following Shall apply when indicated: R! NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 49 hours in advance of starting construction. R. U'1UJTY CLEARANCE.• (Substructures) Prior to making any excavation within the City of Ls, Quints, 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' 0responsibiliy 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 inches of A.C. paving placed on inches of class aggregate subbase course having an 'R' value of not leas than and in conformance with City of La Quinta Road Improvement Standards and ' Specifications, Ordinance #461. R-5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall'be graded to a slope of 1/4 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 estabusbed by a licensed engineer. R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_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 #M. RS 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 2 1/2 inches of A.C. paving placed on of class aggregate base. Driveway concoction shall conform to attached drawing. SIGHT CLEARANCE: Sight clearance of 600.feet in all directions. shall be assured and maintained at all times. RTO SOH. S 1WJMFdt; The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with -the manufacturer's specifications. 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GTE, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. 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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00, a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:.00 p.m. Work shall be prohibited on legal holidays and Sundays. 5. Work performed within 500 feet of a signalized intersection is restricted 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 (909) 275-6894.if signal operation at the intersection is to be altered in any Way. 6. 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. T . Pursuant to Section 14.16.250 of.the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982)., 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, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to" appropriately detour and barricade all construction sites. Special Conditions - Permit No. 3111 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO. 3111 --- GTE --- 8. 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 one travel lane of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities.- 10. 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: 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,.. onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. -The. appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C.. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot.are'attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish.the maximum lift thickness to be compacted for the remainder of the project. Special Conditions -Permit No. 3111 Page 2 of 4 =t r SPECIAL CONDITIONS --PERMIT NO. 3111 --- GTE --- F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. G. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. H. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. I.. 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. 12. 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. 13. All .landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section .14.16.375 of the La Quinta Municipal Code (Ordinance l0 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section; within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall.be compacted to 95%,relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions -Permit No. 3111 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3111 --- GTE --- 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'/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 sawcut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold - milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: two (2) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: two (2) 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 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. 16. 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. 17. 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. 18. This permit allows for. the installation of a cross connect cabinet on Airport Blvd. E/O Madison. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime: F Special Conditions - Permit No. 3111 Page 4 of 4 NOTE:' With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parkingand other like public works improvements in connection with MINOR. IMPROVEMENTS and APPROVED SUBDIVISIONS )ATE: 12/. al-,1/99 Subdivision Improvement Permit — Class III .00ATION OF CONSTRUCTION AIRPORT .BLVD E 0 MADISON ST, Minor Improvement Permit Class IV Street address or Description of Location) 'URPOSE OF CONSTRUCTION TO PLACE NEW CROSS CONNECT CABINET FOR NEW TRACTS. IESCRIPTION OF CONSTRUCTION -IMENSION OF INSTALLATION OR REMOVAL PL 78' 4-4° PVC & inf;n,,YA911 rnhir nnn IZE OF EXCAVATION, IF NEEDED PPROXIMATE TIME WHEN WORK WILL BEGIN PPROXIMATE TIME OF COMPLETION 3TIMATED CONSTRUCTION COST S ncluding removal of all obstruction, materials, and debris, backfilling, com. action and placing permanent resurfacing and/or replacing improvements) Sketch (attach construction plans if appropriate) e Goya! T 0�lS SEE ATTACHED GTE-W.O.# 0543-7FOOICK consideration of the granting of this permit, the applicant hereby agrees to: Indemnity, defend and save the City. Its authorized agents, officers, repressntatwes and employe", harmless from and against any and all happening liabilities or loss resulting from claims y court action and arising out of any accident, loss or damage to parsons or property happening or occurring as a prox�nyta result of any work undertaken under the permit granted pursuant to this ato a Persons Notify the Administrative Authority at least twenty-four (241 hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the Permit and all spptieabla ypl" and regulations of the City of La Quints and to pay for any additional replacement naonury as the result of this/w�srlc_ // GTE CALIFORNIA me of Applicant (please print) Agent INGS, CA 92262 760/778-3 Telephone No. me of Contractor and Job Foreman Business Address Telephone No. itractor's License No. City Business License No. plicant's Insurance Company Policy Number ES: Subdivision Improvement Permit —Class III Public improvements: 3%of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: Ses attached schedule Signature 295 N. SIMPTCE l.tav section Fee S nit Fee --� alty t Deposit -Surety Bond quired TOTAL: eipt No. eived by Date 3rded by PALM Business Address PERMIT VALIDATION PERMIT NO. 3111 DATE APPROVED EXPIRATION DATE DATE ISSUED =,IZL' 7y By Administrative Authority TELEPHONE: (6191 564.2246 WW CUT LEK, 6TH LAp AM:- I'Z--LA -1 cy3 4 s coq6, GSCI 500, 87-51 0 to, tZ AVP 1-2-4 CUT: G H. 1 14 00 Le L. 27' 0.1 Pw J-T 5A5*2-4-Fvc W'F RN------- IL ... ........ OT. E Am F t Ll a 7Nwc T ..... ... ..... .... T T- MAXEL 3 ......lwok. AFp6p'T -a -V ' ..... LOU s. T-5�VAS) SsuilOATE- 7 '.APPROq I-H 7r. 10,11 i . A. 12 13- 14 16 1-7 I CROSS CONNECT TERMINAL DOUBLE ACCESS 0800, 27001 3600, 5400) SIDE VIEW DIMENSIONS 5400 Pf: ABIbIFT SIZF700 (CHECK ONE . 36 a 1800 ( ) 2700 �) 3600 5400 () tn 180C! o)I VRB FACE 440 — . O N. TOP VIEW DIMENSIONS N t� -MINIMUM.47" 2168" 14 �68" �p 180 •� -0 360 c - O I` 540 L-----37.90' bV — N I r TOWARDS CURB F. DUCT CONFIGURATION o AI P1Tr. ill A ^r- r• r%^$ #Llr% n/nr% j..@ sr r%f_ • - SLAB DIMENSIONS *SLAB SIZE MAY VARY PER LOCATION SLAB END VIEW 6E11EfiAL7E�Fa�n� ne naa mmw%a. om LOCATION AIRPOET T�LVD E /6 MA U 50N 7,7. EXCHANae C•O• lA nuTjoc IE$YE DATE APPROVALS ro��0 owo 1 B AREA GENERAL MANAGER DWG. O. ITS RELATEDWORK ORDER m A9_'7Tnni_nr SEL• dESC2I P'i (DN )NW OAT UWCTM --IAW-L COIF LA-P__' 1 to, 2 614,011 'S 161'- 195' 11 a 691' 1Z0' 1, BOW- -4-8-25/ 10 11 �E' l-1O' �► IL Ay,;7 IN24 •25'- - 282480 C-m N: TuE .O. 1'N 10.3 + �A . gal _ Boa OUT: GN,1 YZ400 G i H fAAAA/EM �. ■EIiPa'/® dais i 8��1��1SIfiRU1/ 3l�Y�Er; R� We ®�RlAd■NSA/� ANAiiiA/NEAR SEEMimummiss ®11/aNNlf3/! as I///i ■I"�RWIN ME tvNIMMIN SEEN 0 ME a ME ran �`►� R P7 law 3l.S���Rr. � .� `a 4, o. �:7 ��i�i�il►�� • �'1119V/a+4rf: � r'��3 1 w+ %, rd�llr��1�� +^ Rim mmrg-�- If�I1111� i 111A1 � 1; Rill /�{�:`.:S i..ii. -,"t.•jS.t:::'• ;fir. SIDE VIEW- DZBWET SIZE IINEN 5'IONS CHECK ONE:) 1800 2700 3600 5400 CRASS CONNECT TERMINAL DOUBLE ACCESS '(1800, 2700, 3600,5400) 5400 70.0 7 3 44" 0 NI. TOP VIEW D I MENSIONS *MINIMUM..47" 2168�� 14-„ 7. =. 3 DUCT CONFIGURATION 0 �) (b , . v 1 37 90t AI P1TP"• i11 A /%I" !` r*A^I ILIfs r%r% % is,s or, r% + • A+....... SLAB DIMENSIONS *SLAB SIZE MAY VARY PER LOCATION SLAB END VIEW riEi nsu-iE -r-smi Ina ne ..ss mmw%"mm ft LOCATION E/6 NAUSON'� -. EXCHANGE CIli (RISSUE DATEPPI40VALS F Owa 1 8 AREA GENERAL MANAGE" OWO. O. AWORK ORDER A2_17071W_nr y CJQ CQJ Pi I D N W W LVT L EW-4h -iAwi- caE Lp_ 1 AXP I2-1d 1a' 1 t0' d- - '138' o'. .� 9 i, gpd--825� ,r 'c b' IZ• AY371-24 ZS.... 1814825 -!-- �A CYiT: GN.1,1400 , ■ �i womm ■>�ID 8�0 � !�5 id3 � � � 19 ■ f► 3 E; 9 Sam smog m■■■■■■■■■■ ■■■i■m::�■■■ E- -- - ■m■■m■■say■■■® � �■a■am■a■■■■■m�1��®sm®■®am ■■ma� ■■ ■■ an ■�Ti.i'�1t►r■i r�TT.7�!!11 . , i ■ id r��i■'Q■.��ul� MEMEM �If���r�,� ■■■■ 1 'T WMAL .. — MWE:.. _ `3 — Y , . ._.. _.i.. ' 1 - k• i - - -, .� -�,t--t,--, � - i -�- -�_"j `+_--i--, =1-_ 1_`j 1 T, f i -'i t 1'T _ 'L.a-.-t :.._12 14- -15- .13 - -- r 1■-Mlles ti■©iaQm CROSS CON -NEC T TERMINAL DOUBLE ACCESS Y0800, 2700, 360G, 5400) SIDE YIEW• D1ONS (CHECK ONE-.) 1800 2700 () 3600 (H' 5!400 CURB FACE 1. M I N I MU M .. 47'r 2 R1 o� DIMENSIONS VIEWS I (._, M N S__ 10 N__ 11 _�yr fY 1 DUCT 4 CONFIGURATIO�y, 3.92" Ieo 3600 O OO -----37.90! AI /1TI'. ill A /1f r• r%f%l I\I^ I:n/1 safe of"!1r, • ^0..r0- SLAB DIMENSIONS *SLAB SIZE MAY VARY PER LOCATION SLAB END VIEW GmERALTmEpHaf1E_OF muF mnm LOCATION AIRP�T 13LVD 6 %6 Mt10150N �T. EkCNANGE C•O• [AG1UINi�c 109Yi DATA I APPROVALS -4 8 057 AREA �� M r'L1Kl L 0 %AL MANAGER WORK ORDER fiM A 9-7j"/7n/-nY N: TuEO. I —110'0 -�- TEA. aa1 _�aa F • # DIES M PT i 0 N )NW CUT L.EN&;h —mw*_ CUE L" MT: G N .1 v Z4 00 t �t« 1Z--U 1110 1 to, 2B14`1 t �e—Zs.L 2 1 r3u, -ISO, 41 ? C;jA2O— � 'S 't 1611' 1CIS ' ,1 a Gail' 7b, G 810if - - --- - �-g-- ••---- " -Sam-' , -1�Z5' 1t - - .. - 9 ^ _ $�, $-Z S/ H i t o' iZ aK1= 1M24 - -z5, 28248pS -- - _ ! -r ... -• �.--. - , ._�. ... - -- - .T _4.4 Vy pou 77 1-44PYC Y+hE- A LOCA 7-1 — • I _ L li T t 217-_L .. i ►�:�n�r�ltr�� � �M INS Ma 9 1 e77 � ■ ■ aasI is CROSS CONNECT TERMINAL* DOUBLE ACCESS 0800,2700, 3600,5400) SIDE VIEW. DIMENSIONS -CABINT SIZE (CHECK ONE:) 1800 ( ) 2700 () 3600 (y' 5400 ( ) CURB FACE 44� -- . - O N. TOP VIEW MINIMUM.47" d- co 60" :I r+ J - TOWARDS CUR8 a 21.6g T . ��8, DUCT CO. ONFIGURATI()N 3 9?" 1 •� - —O I 1 13000J I I ° (D @ iL--1--1-5400-�--L—J a -----37.90" AI ^-rr'. r)l A /'%r' !` r"k^i ILI^ r1r%I1 so, or—nr • r././r 0-- .— — SLAB DIMENSIONS *SLAB SIZE MAY VARY PER LOCATION SLAB END VIEW 6EnERAL. 7Et,EP HME OF CAUFORMA LOCATION I'5L\M E16 M1101SON �T EXCHANGE C•O• C�IUINi-�'c ISSUE DATE APPROVALS CAZL0 Dwa SIZE g AREA GENERAL MANAGER owe . O. A W2S. 1 WORK ORDER