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0359For 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 12/28/88 Subdivision Improvement Permit — Class I I I X DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Tract . 21555, Parc La Quinta (Street address or Description of Location) >R PURPOSE Provide sewer. Water ,OF CONSTRUCTION Sketch (attach construction plans if appropriate) for subdivision. DESCRIPTION OF CONSTRUCTION install onsite water See Sewer & 'Water Improv. & sewer improv.. and "offsite sewer improve plans on file, Tr. No. 21555. DIMENSION OF. INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE, TIME OF COMPLETION ��_.,_ L-, ti _i_._, _.�;__.:;�,•_y 1 _,. 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 rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicardor Agent 773-5024 Barcon Development 41-625 /Eclectic Street,' Ste. H-1, Palm--,'Desert,.Ca; Name of Applicant (please print) Business Address ':Telephone No. Jones Bros. Construction P.O. Box 905 Coachella Ca.. 347-2291. Name of Contractor and Job Foreman Business Address Telephone No. 172092 153 Contractor's License No. City Business.License No. =. Applicant's Insurance Company Policy Number lv '' FEES:. Subdivision Improvement Permit —Class II Public improvements: 3% of estimated construction costs . Private improvements: 3% of estimated construction costs T�; e� 59 Minor Improvement Permit — Class IV` See attached schedule ° , e� Inspection Fe. _ ' = )� PERMIT VALwA'0 iiG Permit Fee 10. 00 PERMIT NO. 359 Penalty 12129/88 Cash Deposit -Surety Bond: DATE APPROVED if required EXPIRATION DATE 5/31/89 TOTAL: $ 3.408.70 DATE ISSUED 12/29/RR Receipt No. .._ g Y. Received by Date " Administrative Authority Recorded by TELEPHONE: (619) 564-2246 NOTE: With proper validation this form constitutes an CITY OF LA OUINTA encroachment permit 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 111 DATE: Minor Improvement Permit Class IV � LOCATION OF CONSTRUCTION c'-4' S��' 1--A-, rn Zn- J►'% -i®r, S7 rgao �t7.CiA �rf�S (Street address or Description of Location) PURPOSE OF CONSTRUCTIONSketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION -li9c�•o-ll 'nn.q;+� �.aakev.E'See��tr- See Seww-r lnbter lYvnpRNV Inn aro V. zax;6ll OiF�i�c sct�nr ,mnr�eve. AVCr iJ%dl�lv�e lot, SI'. h le DIMENSION OF INSTALLATION OR REMOVAL. SIZE PF -EXCAVATION, IF NEEDED _ APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION 3 " 9-9 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, liibilities 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 rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent Name of Applicant (please print) Business Address Telephone No. �cmm 13 n=) 5 - Cor r - C�Wl e -,r._ 92zxd 3�,'7-z291 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 $ 2 3 9 8' -7c. -I /O •oG Date ' �O PERMIT VALIDATION PERMIT NO. 3.57 DATE APPROVED EXPIRATION DATE DATE ISSUED By Recorded by TELEPHONE: (619) 564.2246 Administrative Authority j The following'General and Special Provisions are attached to and made a part.of Per , No. GENERAL PROVISIONS The following shall always apply: ENCROACHMENT 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. shall be the responsibility of the permittee (or his contractors),to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACKLAYING 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 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 La Quinta City Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified 24 Hrs. 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 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 sha ll 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 OPERATIONS: 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 bythe permittee that he must close a streetfor any length of time, permittee shall contact'this office to obtain the necessary permission. SPECIAL PROVISIONS The follwing shall apply ONLY when indicated: S NOTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction. R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than $ shall be furnished in the name of City of La Quinta to cover all work involved in the restoration of the various La Quinta roads and survey monuments. This -bond shall be continuous until cancelled bythe City Engineer. This bond must be posted prior to commencement of any work'ori this*project*. DR3 UTILITY CLEARANCE: (Substructures) Prior to making any excavation 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. R4 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. R5 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 less than and in conformance with City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. R6 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'). A7 GRADES & STAKES: City of La Quinta shall establish grades and.stakes for the proposed concrete curb and gutter construction. R8 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. R9 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. R10 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 construction shall conform to attached drawing. R11 CULVERTS: A inch diameter (-)culvert shall be installed with the invertapproximately 1-1 /2 inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing. R12 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. SOIL STERILIZER: The area to be surfaced shall be _treated with soil sterilizer. Rate of application shall comply with the manufacturer's specifications. R14 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. R15 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 be 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 shaii be notified upon completion of replacement of.all survey monuments for proper project clearance. RD -31 R'i 6 SURVEY MONUMENTS: Pria Kcavation or beginning of construction, all s f monuments shall be tied out by t;i'ty of La Quinta and suitable pr ,T it or guarantee of payment shall be made __ . jimbursement for all work involved. R17 PAVEMENT CUTTING: Pavement will be mechanically 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 of pavement). Excavation material shall be placed in such a position as to best facilitate the general flow of traffic. Prior to final paving operations, any damage to pavement straightedge shall be corrected. R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to pavement straight edge shall be corrected. R19 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays forthe 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 excavationshall be made unless the construction material is actually on the work site. R20 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 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. R21 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of notgreater 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 within the structural section of the roadway. R22 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum off ive-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 use the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.-tDee- f D&Waro. ) COnd, f on 7-? L// R23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervals of not more than 1,000 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. R24 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 beforwarded tothe 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. R25 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 placed after a maximum of 3,000 lineal 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. R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations 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. -*.See_ Ay,, Mona/ COnp-'66116 936 � R yo R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting of two inches (2") of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards and Specifications, Ordinance #1461. R28 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. R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section 37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to be accomplished by a licensed contractor engaged in the business of pavement repair. R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. R31 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 tothe 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 removed 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 thefollowing paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone 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. R32 TREE TRIMMING: a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year. All broken or weak sections within the trimming shall be removed. b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500feet at anyone time. Adequate signs, flagmen, and%6r'barricades shall be provided to protect the traveling public at all times. c. If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided by this permit. d. All tree trimming on EVERGREEN TREES, '=.LAA, TREES, and othi?r 0RNAMENTAL TREES shall be accomplished to the satisfaction of the City Public Wor!b5 lfro�?Lt^,r, e. Abutting property owners shall s -I a ! jll� rtccs, bhor tC ;rimming or topping trees. f. Pruning shall, in all instancP>, by at the, attic iS!?jFrr;,e n.c!ch to insure even, fast healing in all cuts of two inches (2") and above in size. Sealant shal! be applied tc L!; cut .sections as directed by the City Public Works Inspector. OFE��S 78-105 CALLE ESTADO LA : QUINTA, CALIFORNIA 92253 - (619) 564-2246 ADDITIONAL CONDITIONS ENCROACHMENT PERMIT NO. 358 R33 Survey monumerits-shall be protected in place or re-established pursuant to City standards and the State of California Land Surveyor's Act. R34.. Contractor shall comply with•the local noise ordinance and construction operations and maintenance of equipment within one.. half mile of human occupancy shall be performed.only . dung the time periods-as follows: October 1st to April 30: Monday-Friday 7:00a:m.-5:3Op. m., Saturday 8:00a.m.-5:00p.m. May 1st to.September.30: Monday-Friday 6:00a.m.-7:00p.m. Saturday 8:00a.m.-5:00p.m. Work shall be.prohibited ahytime"on Sunday and Federal holiday. R35 Traffic control shall be as per Cal Trans Traffic Manual. Field adjustments in detouring shall be accomplished.as directed in order.to adjust to actual field conditions. It shall be the contractor's responsibility to adequately barricade and detour this-site. A-detailed traffic control drawing must be-submitted to the City and approved by the City'Engineer prior the start of any work. R36 All excavation-at'or near the travel way shall be backfilled and a all-weather driving surface shall:be.placed at-the end of the work day. This surface shall .consist .of 2 inches of . temporary A.C. SC-800. R37. This permit is only.for work within public street right-of- way. R38 Ingress and-egress for local properties shall be maintained at all times R39 Prior to work starting,.Underground Service Alert shall be contacted •,.at-1-800-422-4133 and .an""inquiry number" shall be provided to the City Public Works Inspector. R40 Replacement pavement shall be 4 inches.of asphaltic concrete over 10 inches of class II.aggregate base material.. This permanent pavement -shall-be place no later than 15 days after completion -of'temporary road repair. -R41 All backfill soil shall be placed .so.that the resulting compaction shall not.be,less than'90%''relative density. The upper.2•feet of subgrade soil shall be compacted to nothing { less than-95% relative density. All class II aggregate base materiagl,ssPhnalllltvbe compacted to nothing less than 95 �, relatiMAIL1NG ADDRESS - P.O. BOX 1504 - LA QUINTA,tCALIFORNIA 92253 A is "i'd • 5.16.75 S WASHINGTON�� G Ilm 10.00 S.SEWER I W IJ .'ALL TRAF-Fl G - COnJTROL_" 5NALL COAJFOP-In TO: :CAL %2 ANS T_ i2AFFjG e `MAA.)—VA STAN Z7fJ iL �S - { 2 p I - 'R -'0T cli oZ O a M - i 1 l9 I N QO Z T �N — sWASH I NGTON • • •� I IV �3 0 • � r _ ., ,4 17—N E MAI ''- C S R CT 15"=V C.P. SE JO z7•.7 —U` T.S. Box _ — . b - _ _ R/W — .T iTS:•.S. T.S. FELE''-T V4 •� r vETER¢ - .P. -- P F m I I efX Box. .. �.. P� a u© l ._ GUY P.P. SI•�N ��GTE REMOVE 8 REPLACE EXISTItJG—A'C: "— --- SGN '� PAVEMENT AS SHOWN AND PER CITY la -- --- ENGINEER'S SPECIFICATION. uy vo OPP051AA� %219FJ /C WILL "$_E " D�Tou�ED Dt72/VC7 11 N/C7HT A Ti/YlE NoccRS. ALL T2AFFiL sl1ALL-.ate 2irluec��D - I" �tACoMA�+-►tN -rO..I-)OR—ln 1v �12lJFFiG �AcJF DtJ.2/tJCj �1ou-O-pERq-r1o.t)�9L 1" = 40*5 0TH A V E. nE� AaEAo Houa� , ATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN MATE WAY ONLY . THE CONTRACTOR.SHALL DETERMINE THE EXACT N OF ALL EXISTING-UTILITIES"BEFORE COMMENCING WORK . HE TO 9E FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES IGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND P�^'s''�• E -ANY AND ALL UNDERGROUND UTILITIES . 7. PD 02-70 I WAS H.IN GTO s-----------. C S R G'T IN ` . -27 %1 7 ll`• "ELECT POx n - .__.-_—____.__ _.. _.___— SIGN P PG.T.E. "�: $ - --- - REMOVE 8 REPLACE" EMS i ING'A:C: PAVEMENT 'AS SHOWN AND PER CITY y� ;I ENGINEER'S SPECIFICATION. 1 � i1 sur - - - - [� - •.�- %% ,,.w //�� q Al ., ._ _ ' .' ❑ 4 O• - - - Y�O fM+�LO+vtTl�l/{,To•.) *t'�EA�. . _ I ,I ._ ' 50TH AVE. •ION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN SPAC'"`'ti Of De""'A'°2t T-itiE (iA�Fi((�filjdt. . TE WAY ONLY THE CONTRACTOR SHALL DETERMINE THE EXACT'!'�r��fy OF' -ALL EXISTING UTILITIES BEFORE COMMENCING WORK . HE Fie C4�T2r+..rL f3.00.0 Z 1 BE FULLY AESPONSIBLE FOR ANY AND ALL DAMAGES 'HT -=BE OCCASIONED BY HIS FAILURE`TO-EXACTLY LOCATE AND ANY -AND ALL UNDERGROUND UTILITIES . 9 z to I ) J o: .. Q T 6 WAS H.IN GTO s-----------. C S R G'T IN ` . -27 %1 7 ll`• "ELECT POx n - .__.-_—____.__ _.. _.___— SIGN P PG.T.E. "�: $ - --- - REMOVE 8 REPLACE" EMS i ING'A:C: PAVEMENT 'AS SHOWN AND PER CITY y� ;I ENGINEER'S SPECIFICATION. 1 � i1 sur - - - - [� - •.�- %% ,,.w //�� q Al ., ._ _ ' .' ❑ 4 O• - - - Y�O fM+�LO+vtTl�l/{,To•.) *t'�EA�. . _ I ,I ._ ' 50TH AVE. •ION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN SPAC'"`'ti Of De""'A'°2t T-itiE (iA�Fi((�filjdt. . TE WAY ONLY THE CONTRACTOR SHALL DETERMINE THE EXACT'!'�r��fy OF' -ALL EXISTING UTILITIES BEFORE COMMENCING WORK . HE Fie C4�T2r+..rL f3.00.0 Z 1 BE FULLY AESPONSIBLE FOR ANY AND ALL DAMAGES 'HT -=BE OCCASIONED BY HIS FAILURE`TO-EXACTLY LOCATE AND ANY -AND ALL UNDERGROUND UTILITIES . 9 z to I ) Ivy 15"-V C_P. SE E R, AA IN ;EE --� "I I.S. Rox_— Qh S IT -S. l 4 ELECT, _ i S:. '• :-�. METER �. BOY ..l P. i .�� ,iu Y.P. - P.P. SIGN G.T.E. m GUY s,X P REMOVE S REPLACE EXIS1 ING-A.0 -- - --- SIGN PAVEMENT AS SHOWN AND -PER CITY ,I ENGINEER'S SPECIFICATION. q S I, P, - - L � to Y ,..ur 4 0' 50TH AVE. 1J1%FiT IIME -%caf'��� `ATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN `� O [MATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT �r.ia•,,..4 )N OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 4IGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND gave /E ANY AND ALL UNDERGROUND UTILITIES . –--.—..—. _... ! ...... a PO 102 70 I 5.16.75 C WASHINGTON Flo -10.00 (Z SEWER N OZ On! �–/Ott_ . 'j 2t• _R/W N Fbj – _ - - � r — kv ���� _ WASHINGTON Ivy 15"-V C_P. SE E R, AA IN ;EE --� "I I.S. Rox_— Qh S IT -S. l 4 ELECT, _ i S:. '• :-�. METER �. BOY ..l P. i .�� ,iu Y.P. - P.P. SIGN G.T.E. m GUY s,X P REMOVE S REPLACE EXIS1 ING-A.0 -- - --- SIGN PAVEMENT AS SHOWN AND -PER CITY ,I ENGINEER'S SPECIFICATION. q S I, P, - - L � to Y ,..ur 4 0' 50TH AVE. 1J1%FiT IIME -%caf'��� `ATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN `� O [MATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT �r.ia•,,..4 )N OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 4IGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND gave /E ANY AND ALL UNDERGROUND UTILITIES . –--.—..—. _... ! ...... a PO 102 70 I f s-,-�, � -.�, - 20'7 �► ��y.-ri--s�=d+'� 7'+2/ y�_� —�-5 , •-