Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2583
With":Dr ooer validation,r.�--- .s this'form',constitu'tes an 7' encroachment, permit � r CITY OF' LA QUINTA f •r.fi''r� - f 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 DATE:' • '!lb i"Y'13>A 1997 ; Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION. AVemse 48 and Adia= Street (Street address or Description "of Location) PURPOSE OF,. CONSTRUCTION To viovidet t*j6ea�itlnjcatj0ri$ Sketch (attach construction plans if appropriate) ktiryice to acho6l diotrUt DESCRIPTION OF CONSTRUCTIONp ; PlAcs , cmdtlit t3YSt" ` 8EB• ATTACM CMITIONS DIMENSION OF INSTALLATION OR REMOVAL - '(4) A" Cuite smd 4 tholexs 6' B 10'-X-61 Sn ATTACM DR"INGS SIZE OF;EXCAVATION', IF NEEDED IVA REM TO "Wa0. # 543-IVOOIBT APPROXIMATE TIME WHEN WORK WILL BEGIN 2/24/97 'APPROXIMATE TIME'OF'COMPLETION 3/20/97 ESTIMATED CONSTRUCTION COST $ SQ;rQO0.09 i' (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'applicantlhereby'agrees to: r 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 damagerto 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 aniilall applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as Lha result of this. work. R A Signature of Applicant or Agent 0rR #1410^ri+g+i.. Ino. 295 X. RmrleA WAv Pel* S»rinstn. CA (619) 778-3611 Name of Applicant (please print) Business Address Telephone No. Name,of'Contractor and Job Foreman Business Address Telephone No. Contractor's License NO.' City,Business License No.. x Applicant's Insurance Company Policy!Number FEES:' Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs APR 4 997 Private improvements: 3% of estimated construction cost S' Minor Improvement Permit — Class IV: See attached schedule Inspection Fee Permit Fee Penalty . Cash Deposit -Surety Bond if required TOTAL: Receipt No. $ -Alio 9v $ i,o 90 . Received by Date Recorded by - LA QUINTA PERMIT VALIDATION , '-PERMIT NO. �k 2583 DATE APPROVED 2/13/97 EXPIRATION DATE 4/15/97 DATE ISSLJtD By 4xM,�1'� Administrative Authority Telephone: (619) 777-7075 ryr: The following General and Special Provisions are attached to and made a part of Permit No. Z S6J GENERAL PROVISIONS The following shall always apply: ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La 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. TRACKLAYTNG CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -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 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 Quints shall request that these portions of road be resurfaced over their entire width. Resurfacing'shal! consist of one coat of two inches (Y) shall A.C. surfacing plus appropriate seal cost 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 inspectors. Suitable detours and detour signs shall be placed uid maintained for the duration of the project. The City shall be notified. 24 hours in advance of any 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 o necessitate removal shall be replaced in k necessary remove or cut existing drainage structures, City . La Quints shall be notified prior kind In the event it becomes 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 materialshall be shall prior to paving. Water tanker all be used, as required, to sprinkle the job site o keep down dust conditions and removed shall be used immediately after backfill. DE -WATER OPERATIONS: If de -watering opeiations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall'be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: l , i NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. UTILITY CLEARANCE: (Substructures) Prior to. making any excavation within the City of La Quinta authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing y substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee, 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 value of not less than !aches of class aggregate subbase course having an 'R• Specifications, Ordinance #461. and in conformance with City of La Quints Road Improvement Standards and 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 (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 (—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 2.,1/2 inches of A.C. paving placed on (�) of class Driveway construction shall conform to attached drawing. aBBreB81e base. SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. RIO SOIL STERILIZER: The area to be surfaced shall be treated anufacturer's specifications. mwith soil sterilizer. Rate of application shall comply with the m Rll 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 of City. of La Quinta projects. 12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be 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 project clearance. R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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. p0 R14 LEMT OF EXCAVATIONS: Excavations shall be limited tqj@ linear feet 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. 'A. - RIS BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quina 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 he'placed in lifts of not greater than three feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be attained with the structural section of the way. R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the before flooding or a maximum of five-foot (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not less than 90 percent 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 continuous. R 1 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road. 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 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. Cv 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 Section 6.3.01 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 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placedafter a maximum of 3000 linear feet of 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 REPAEL- After backfill and compaction have been completed, a temporary patch consisting of two inches (2') of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than 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 RESI'RIPING: Where street striping is still visible on streets 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 permittee 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 pnd 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 is becomes'hecessary to restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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. SPECIAL CONDITIONS --PERMIT NO. 2583 L ----GTE CA. INC. --- In addition to the standard permit conditions, the following shall apply: 1. All work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction. 2. Permittee shall be responsible for providing continuous dust and erosion control. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. Contractor shall comply with the local noise ordinance. 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 5:30p.m. Saturday 8:00 a.m. to 5:00p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00p.m. Saturday 8:00 a.m. to 5:00p.m. Work is prohibited on Sundays and all holidays observed by the city. Work is allowed on Saturdays only if special arrangements, including payment of overtime inspection fee, have been made two (2) working days prior to the desired Saturday. 5. Permittee/contractor 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. 6. 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). It shall be the permittee's responsibility to detour and barricade this site. 7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be maintained with flagmen at all times. 8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133. 9. Should additional work, materials, or modifications of the work be required in order to meet city standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. Special Conditions - Permit No. 2583 Page 1 of 3 SPECIAL CONDITIONS --=PERMIT NO. 2583 'r continued 10. Backfill compaction within improved street rights-of-way shall conform with Section 306-1.3 of the Standard Specifications For Public Works Construction (SSPWC). All backfill soil shall be crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the SSPWC. Native soil shall not be used as backfill material. Compaction tests (one per 300 linear feet of trench) shall be provided for areas of excavation large enough to accommodate compaction equipment. For areas of excavation than that which would accommodate compaction equipment, controlled density fill (CDF) or any equivalent sand slurry mixture shall be used. As an alternative CDF or its equivalent may be used for all areas of excavation eliminating the need for compaction tests. Material tickets and compaction test results shall be submitted to the city. 11.. All excavations at or near the travel way shall be backfilled and paved at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the traveling public. 12. All landscaping, irrigation, decorative rock, decorative concrete, lighting etc. shall be replaced to its original condition. 13. Access and egress to all local properties shall be maintained at all times. 14. Permanent pavement replacement structural section shall be one inch greater than existing, or 4" minimum, which ever is. greater. A.C. mix design shall be approved by the city prior to placement. Permanent paving shall be completed within 7 calendar days from completion of the work. 15. Permittee shall notify the City Engineering Department a minimum of 48 hours prior to any work in the street (i.e. paved areas) at (619) 777-7075 - when the work involves lane closure(s) in a signalized intersection or within 500 feet of a signalized intersection. Permittee may be required to submit a site-specific traffic control plan for review and approval prior to commencing work at or near a signalized intersection. 16. Work hours at signalized 'intersections or within 500 feet of a signalized intersection are typically from 9am - 3pm to avoid peak traffic periods but may vary depending on the location of the intersection. The permittee will be notified by the City of specific work hours (if different) during the 48 hour notice period. 17. All backfill shall be mechanically compacted in lifts of eight (8) inches or less. Jetting or flooding of backfill material will not be allowed unless otherwise specified by the City. 18. Contractor/permittee shall stabilize any soil that was disturbed (shoulder areas Etc.) as a result of work performed under this permit. 19. Trenches in the street section shall be permanently paved within seven days after completion of the work unless otherwise approved by the City. Special Conditions - Permit No. 2583 Page 2 of 3 SPECIAL CONDITIONS ---PERMIT NO. 2583 continued 20. Where trenching is performed in any P.C.C. or A.C. improved area the trench shall be saw cut an additional 1' on each side of the excavation area and a butt joint created. The edges shall be saw cut to straight stable unyielding edges. Feather joints are not acceptable. 21. Permittee/Contractor shall coordinate with the city and it's consultant Korve Engineering as directed by and to the satisfaction of the City.Engineer. 22. This permit is only for work within the City Right -of-Way. 23. The city has designated by ordinance 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 the 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. Special Conditions - Permit No. 2583 Page 3 of 3 i NOTE: With proper validatic this form constitutes encroachment permii 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 Z (131 °►? _ DATE: Subdivision Improvement Permit — Class II I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION AVENUE 48 AND ADAMS STREET IStnet address or Description of 11Loocation) SERVICESFTO SCHONLTDI�T TO PROVIDE TELECOMMUNICATION ICT DESCRIPTION OF CONSTRUCTION PLACE CONDUIT SYSTEM DIMENSION OF INSTAL l? OR REMOVAL - AND Ii1 MANHOLES 6 : X6' ilZE OF EXCAVATION, IF NEEDED 4PPROXIMATE TIME WHEN WORK WILL BEGIN 4PPROXIMATE TIME OF COMPLETION 03/20/97 STIMATED CONSTRUCTION COSTS 50,000.00 Including removal of all obstruction. materials, and debris, backfilling, com- )action and placing permanent resurfacing and/or replacing improvements) _ n consideration of the granting of this permit, the applicant hereby agrees to: Sketch (attach construction plans if appropriate) i 4) Ti nivS SEE ATTACHED DRAWINGS REFER TO W.O. # 543-7FO01BT Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any andall penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or propany happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Nottty the Administrative Authority at least twenty-four 1241 hours to 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 rules and regulations of the City of La Quints and to pay for any additional replacement namaary as the result of this work. (M.G. MONTES1 Signature of Applicant or Agent GTE CALIFORNIA, INC. 295 N. SUNRISE WAY PALM SPRINGS, CA 619/778-3611 lame of Applicant (please print) Business Address Telephone No. lame of Contractor and Job Foreman Business Address Telephone No. ontractor's License No. City Business License No. pplicanVs Insufance Company Policy Number EES: 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 ispection Fee S irmit Fee lnalty ish Deposit -Surety Bond required TOTAL: $ rceipt No. meived by Data tcorded by M PERMIT VALIDATION PERMIT NO. :;? 3 DATE APPROVED Z 15 q 7 EXPIRATION DATE 1 ZI 7 DATE ISSUED By Administrative Authority TELEPHONE: 18191684.2248 ..f V IC Korve 1 Engineering January 24, 1997 Mr. John M. Freeland: Senior Engineer City of La Quinta Public Works Department 78-495 Calle Tampico La Quinta, CA 92253 RE: Amendment No. 4 Engineering & Survey Support for GTE Installations - Avenue 48 Extension Dear John: 5960604 We have determined the following support costs in providing engineering and surveying associated with the installation of GTE facilities within Avenue 48 between Adams Street and Dune Palm as follows: Engineering Plan Reviews Project Manager Design Engineer Field Stake Centerline Control Project Manager Design Engineer Field Survey Party . As -Built Surveys Project Manager Design Engineer Field Survey Party 2.b'hrs @ $140 = $280.00 2.0 hrs @$ 90=$180.00 Subtotal 0.5 hrs @ $140 = $ 70.00 1.0 hrs @$ 90=$ 90.00 $550.00 Subtotal 0.5 hrs @$140=$ 70.00 4.0 hrs @ $ 90 = $360.00 $550.00 Subtotal Total $ 710.00 J1i690 We understand that the City will be charging GTE for the indicated total through their encroachment permit for the work to be performed. However, we must request this amendment to our contract with the City since we have no means of collecting charges from GTE.. As of this date, work performed under Engineering Plan Reviews and Field Stake Centerline Control are completed. We would appreciate receiving acknowledgment of your acceptance of this amendment request by signing in the space provided below and returning a copy of this correspondence to our office as soon as possible. Please call on me at (909) 884-4777 if you have any questions. Sincerely yours, KORYE ENGINEERING INC. Jimm S Sims, ms, PE Project Manager A Cafi ornia Corporation With offices in: 290 North 'D' Street, Suite 504 Oakland San Bernardino, California 92401 Pasadena 909-884-4777 San Jose 909-884=2277 Fax Sacramento Amendment Approved CITY OF LA QUINTA John Freeland Date FEB -19-97 THU 2:26 IPM KORVE-iSBO IcKorve k Engineering FAX NO. 909 884 2277 P. P MEMORANDUM TO: Jesse Rodriguez - GTE FROM: Michael Gentile DATE: February 19, 997 SUBJECT. Proposed GTE Conduit on Avenue 48 PROJECT NO. 596060x0 Asper the attached plan and profile, we are requesting-.that.you'rproposed:condijit,oh;tho,,North.;-., Side of Avenue 43 be constructed with 6' of cover-�at�the-fl6cation.,specified.in.order-�.t'o.!.provide; . clearance for a proposed 18" RCP storm drain. Please ' call me to verify that this change will be made. prior.. to- construction.: ..If th`er9;are-.any,I- questions regarding this request, please call me at (909)884-4777. co: John Freeland, City of La Quinta Manuel Montes, GTE LGZZ X3' 606 'ON Xtl� OSSA �A�O}i ii a V,Id it .Z �iii� G6 -6I -5a. -i o ct ?a 3-40 NQUVOO3Ia fVH43 O -L !31 -10 dQL 'iom t" Y3 C) x m m :CAD Q0 OD m 0 z z c c m f" m m m 0 IAN, GTE California Incorporated 295 N. SUNRISE WAY PALM SPRINGS, CA 92262 In Reply Refer To FEBRUARY 18, 1997 MR. JOHN FREELAND CITY 0`F LA QUINTA P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CA. 92253 DEAR MR. FREELAND: SUBJECT: ENCROACHMENT PERMIT # 2583 PER YOUR CONVERSATON WITH MR. F.L. SAVOY ON FEBRUARY 13;:1997, GTE CALIFORNIA WILL PAY $1690.00.FOR TERMIT # 2583. IF YOU HAVE ANY FURTHER QUESTIONS AND NEED ANY. ADDITIONAL INFORMATION PLEASE CONTACT ME AT 619/.864-1715. THANK YOU. SINCERELY', b MANUEL G. MONTES ENGINEER O.S.P. ACCESS DESIGN & CONSTRUCTION MGM:TJW -1-3....:1.i:}C,a 1..:{.['- RtuEIVED APR 0 21997 9 INAN V,E. ®EP1 WORK 71"60.1.X:1.3.. 0•.:]i •.:?.{. 9 I.1t.3 r .1. t.; L:. t.3}. 1At.11'� IC t.?I'�Cyi::.R 'a 1, of T :f:l•I 'r' }..II•1'•0W1-l'31-1.1:}::' (;}I:: }...r^t Wt:iftN: t:?I fP C:I:::(. t.11 I t:31•I f)::>i'i�:f.!`s':1 AT I...tat::ATTtal••I„ F'VI:::h•11.. F' 4,13 r'>i1••fI:) I��'I:::P'tIYI:C'r"'(I:::I::: I��1:::F'f;a:::#:il::a•:Lr'r^�'r':I:'Jl::::o t:;'r'I:::('.'r^tl...a:l��'t:)f��l••la:r^t i { i • k ':�:1:J••{':4i:).::I:I:...1!.�':l :::I.J...�:)":::I(�,:4:.1..'J.1..1••1:::1;:;::1':i;:I:::I?:I:::I:::I.J...f..:i:l,.l;�:i:::l,::l 13.::I?:I.i S S1A441UV {INV Bb m1••I.::If 1'4, N 1••4l.).{.IVOt.)...I !V 46/ET/20 No tl3.i.:::li,::IIA1oo Sm 1:'>.3w -ON .1..:I:I:d?:1:::1.::1 h•II] t :l?:1(: M :::13 1:1.[: N 1• It7:J:.J..:::1'•'I.::IIA{t: 3 %001: ,.. .i.i:i1:Q(?.::Jr'....2fiag smCJ(do mom 2tiG Y "ON .1..:I:IAI?:1:::1,::1 . t?•.). x..1'1: no i;>...J' to AIT ••J 1 TOP TOP #32320 2441.10 (PP) w QO � 200' � MANHOLE M�034 H�24 LK. EAST LK. EAST Q E- 4 -As PVC 0- 4 c~n Li -10 8 6 4 w 0 0© W TOP 9 3 1 3 i--00 Y Q 0 Y J 0 J Q 600, LK. SOUTH 50 e A ■ 49.4743•. r A - 55 1890 ze•--v R/W 48TH AV L #24365 2441.20 (92) M#182034 *** *** #209 in #24364 2441.10 (92) 10'6'X5'X6'6' 4-#24367 2441.10 (92) M#181401 R / W M#181401. 4"PVCG 0,W -W 97'W -W T u N N N co SCD d' N W Y �J LK. EAST LK. EAST LK. EAST NOTE AREA CONST. NOTES GTE C11 AREA STATE: CA REFER TO PRACTICE SECTION # 342-918-203 ISSUE 43 DIVISION: SOEA EXCH.: 0543 REM. CD.: !W.C.: 0543 WO _ NO.: _7F001BT___ CONTROL-.- NUMBER: • FOR INSTALLATION OF THE 914EX METRO HOUSING ASSEMBLY. TITLE: AVE 48 E/0 ADAMS ST. I TAX DST.: 33 • 914EX METRO CONCRETE PAD TWP: I RNG.: —7SEC.: I SAL: 914EX METRO GROUND RING DATE: 05/24/96 IREV. DATE: SCALE:1"=50' DRWN ENG APRVD PRINT v FILE: WP1 MGM MGM 1 OF 4 ` R = 113.5806 R 2%2143 R = 29 2143 • L ■ 25.2258 I \ L = 109.4024 L ■ 27'8727 CONCRETE PAD FOR 1-2' FUT. POWER CON). I . I � FUT.914EX METRO `. #32319 2441.10 (PP) — ` R / W <7F001BT> M#180008 35' I 2e CONCRETE PAD FOR I I ` 4'sCH80 4 I FUT. CROSS -CONNECT TERMINAL cv A = 88.9440° I , 612'W -W I I -4' PVC R = L = 2 9.214 3 45.3505 , # 32322 2441.10 (PP) z I , <7FO01BT> M#180008 40SCH80 4 o v N 645'W -W , i 515 0 5 0' w �- cn 50' A = 89.7587° R = 5.2668 R W I.I.D. POWER POLE= 8.2507 LX •\ , T-11603 4-4' PVC I V v #32318 2441.10 (PP)'. 1-2' PVC 10-4' PVC 45' CL N <7F001BT> M#18000814 4-SCH80 6 �'-A= 46.7458° 4■ 6 4 T 01—C w 672'W -W R = 100.5976 L= 82.0730 cny T O P Q N W m W m 672' w TO C0 08A C0408B C(7E28A LK. EAST LK. EAST LK. EAST NOTE AREA CONST. NOTES GTE C11 AREA STATE: CA REFER TO PRACTICE SECTION # 342-918-203 ISSUE 43 DIVISION: SOEA EXCH.: 0543 REM. CD.: !W.C.: 0543 WO _ NO.: _7F001BT___ CONTROL-.- NUMBER: • FOR INSTALLATION OF THE 914EX METRO HOUSING ASSEMBLY. TITLE: AVE 48 E/0 ADAMS ST. I TAX DST.: 33 • 914EX METRO CONCRETE PAD TWP: I RNG.: —7SEC.: I SAL: 914EX METRO GROUND RING DATE: 05/24/96 IREV. DATE: SCALE:1"=50' DRWN ENG APRVD PRINT v FILE: WP1 MGM MGM 1 OF 4 V u vi 832321 2441.10 (PP) 110' 832321 2441.10 (PP) <7F001BT> M8182034 110' <7F001BT> M8182034 MANHOLE 8246 832323 2441.10 (PP) MANHOLE 8248 "32323 2441.10 (PP) 11 <7F001BT> M"180008 832323 2441.810 (PP) <7F00 B> 40SCH80 ° 80008 4 WSCHW 4 0CH80 6 d z 47 50,� 47 C °o a AVE 48 w OO cn J I N m NOTE AREA GTE C11 AREA STATE: CA DIVISION: SOEA EXCH.: 0543 REM. CD.: I W.C.: 0543 WO NO.: 7FO01BT ICONTROL NUMBER: TITLE: AVE 48 E/0 ADAMS ST. TAX DST.: 33 TWP: I RNG.: I SEC.: I SAL: DATE: 07/18/96 IREV. DATE: SCALE:1"=50' FILE: WP7 DRWN ENG APRVD 1 PRINT MGM M 3 OF 4