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2237NOTE:. , 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, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III DATE: 9-26-94 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION E/S Eisenhower Dr. across from the entrance to the La Quints, Hotel (Street address or Description of Location) PURPOSE OF CONSTRUCTION Repair phone cable DESCRIPTION OF CONSTRUCTION Dig splice pit in asphalt DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED 4'x 5' splice pit APPROXIMATE TIME WHEN WORK WILL BEGIN 9-26-94 APPROXIMATE TIME OF COMPLETION 9-30-94 ESTIMATED CONSTRUCTION COST $ 800.00 (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: Sketch (attach construction plans if appropriate) See attached conditions See attached sketch See attached traffic control plan / SEP 2 6 1994 ' n IJ Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and aInst any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to pe sons 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. t 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. I Signature of Applicant or Agent Henkels & McCoy Inc. 155 N. Eucla Ave San Dimas, CA 91773 329-7829 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. 183393 3049 Contractor's License No. City Business License No. Liberty Mutual RG2-631-004085-062 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: 200 10 $ 210 Receipt No. Received by Date 2231 PERMIT VALIDATION PERMIT NO. 2237 DATE APPROVED 9-26-94 EXPIRATION DATE 10-15-94 DATE ISSUED By am±w�-- Adr0finistrative Authority Recorded by 11 TELEPHONE: (619) 564-2246 "he followrnp General and Special Provisions are enacted no and made a Dart of Pemmt No. (� GENERAL PROVISIONS i he following snail always apply: "ENCROACHMENT ON PRIVATE PROPERTY: "his Derma authorizes wore to be aecomollsneo wltnln City of La puime rfgnt of wav ONLY. Whenever construction extends wnnin onvale afobenv. n snail be the resoonslamrv, or the oermv of for Quint, contgnt at l to secure permission from aourting property owners. Sucn authorization must be secured ov, the oarmlhee arlor to tamng vontT'RACX. Demos surface CONSTRUCTION EQUIPMENT: CleeteatracslavfngcontruRtonsouromentshallnotbecermimostoocefMaonenv Daved surface unless tinea wan smooth.faced street DaaLAII mechanical Outriggers snail be tinea Wltn rubber treet ante, to orateet trig paving during excavations. Rubber -tires eoufbmem only snail be used In bactill operations In Davao areas, it the existing Pavement Is scarred. scallso. or broxen curing the term in tills contract, or A the pavement is marred. City Of La Quints snail rag U6t thin these portions of road be resurfaced aver their enwe wfath. Resurfacing snail consist of One coat of two Inches 12'1 of A.C. surfacing plus appropriate seal cost as specified above. PROTECTION OF TRAFFIC: All excavations and work areas snail baorooenv lighted and barricaded as against,Englnesr or to Quanta City Pupate Worts Inspectors. Suitable detour, and dnec„asrypy the City etour signs shall b6 placed and nhalnylrwator of the project. The City shall be notified 24 Hrs. In aavance of arty traffic detours or delineation..ms duration CARE OF DRAINAGE STRUCTURES: Anv drainage structure Including corrugated metal Dice. concrete 0106, steel culvert and concrete structures encountered during excavation which neceasltste remov6l snag tis replaced In kms, In the evMlt.It becomes naeesasry o remove or cut ekrafng drainage structures. City of La Quints yell be notified prior to commencement at this work. Drainage structures ana open mains shall be kept free at debris at all times tar proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be r6movs0from the right of way. All Davea surfaces snail be broomed dean of eann arm oth er objectionable material, Existing gutter line and drainage Cliches snail be retlaceo to their original standard or bother. Immedytely cher back}ill ant compaction All excess material Shall be compaction. prim to Caving. Water tanker snail be used. as reguirea. to sprinkle trig job site to keep down dust COriditloha and Snell be used mmedtately after backtill. DE -WATER OPERATIONS: If de -watering operations are reaulrea and pumps are forcing water on City at La Quints road,, It shall be the resDonyblllty of the pefrrllnee ICOntractorl to control MIS water and to prOvlae dff•treet 06mCaae2 when neceiverv. CLOSING STREETS: No street snail be closed. A minimum at one Ieno of traffic shall be maintained at all times to provide llmned access tar me 8010lning PrgpenY owners aro emergency venlcles. In the event It 1 s feltby me Osrmmes inat no any length Of time. permfnee snail contact this office Io main the necessary permission. mut Claw •,treat for SPECIAL PROVISIONS The folMnng sall apply ONLY when Indicated: R1 NOTIFICATION: Permmes shall notify the city77�^?eS 91 �$8 at least 48 hours In advance of starting onitructlan R2 CASH DEPOSITS OR BONDS: A cash bona or an approved surety bond in an amount of not less man's Shall be furnished In the name of City of La Quints to cover all work Involved in the restoration of the various LA Quints roads and survey monuments. This bond snail be continuous until cancelled by posted prior to commencement of any work an this projectthe City Engineer. This points must be R3, )UTILITY CLEARANCE: (Subtruauresl Prior to making any excaystlon within trig City of La Quints ng by permit, the pennmes snail contact all concerned utility cam ht gt w,tr 6c^^orl:ea wmes relative to the IOCapon of casting a Damage to existing subsvuctures resulting fromopernuons conducted under this permit snap be ana $oN ueturea. of the permines. retOonslbllity R4 )UTILITY CLEARANCE: (Surface structured Nowak shall be done under fns permit until all utilities are War of the praposed work site. Thepe►mmee snail notify all concerned utility companies of the proposed work. R5 PAVEMENT WIDENING: Area between stns prpppaep surfaced with inMea of A.C. paving placed on concrete gutter fine and the exiting road Davemem Snell be havfngan"R'valueofnon hesess of n inches at class aggregates '^' in conformance Wltn City of La Quiche Road Improvemen�$t�j^���� and Specifications. Ordinance 9461. R� PARKWAY GRADING: Area between the 01000"Y line and too of the proposed concrete curb shall be greaad tt, slope of 1/4 incn to one foot (11. R7 GRADES & STAKES: City of La Quints shall establish grades and stakes for the proposed concrete cure and gutter GRACE CHECKING: City Ot La Quints snail check upon receipt of clan and prafiIs and/or grades as established by a linensea engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A Donlon of the exiting concrete curb and/or curb and goner ( fsstlshe if be removed. Curb ana/or curb and gutter shall be saw cut prior to removal. decreased curb. matching oncraw gutter and Concrete driveway amoac n shall be ccnwmcted in conformance with City of La Quint, Standard 9207. RIO DRIVEWAYS. A.C.: Ornsways shall be constructed as not to alter exiting drainage pattern. Surfacing between the Rrapenv line and the exiting road Daving snail be 2-1/2 inches of A.C. paving placed on 1 - I of clam aggregate case. Dnvewav construction shall codorm to artacnea drawing. Ri 1 CULVERTS. A :nen Diameter l �'culvert snail be Invertinches oelow and In tine Wim the existing flow fine. Culvert In tallation sled ailll on olrmthe to trig attachedltearaaWgyjg -1/2 1 2 R12 IGHT CLEARANCE: Sight clearance of 600 feet In either Direction snail be assured and mamtafnea R13 . SOIL STERILIZER: The area to pe surfaced shall be treated wltn sou sterilizer. Rate of application small comolvwlth the manutacturer's specifications. R14 COORDINATE WORK: The proposed work shag be suoorafnatea to any operation which the State of California or City of La Quints may conduct in this area during the period of this permit. Work shall be cooralnalea with me State or City of La Quints forces to preclude delay or Interference with State or City at La Quinta projects.M�SURVEY MONUMENTS: Prior to excavation or beginning of construction. all survey monuments which exist on the be r e la a of all Wee"Cwts or property lines when Involved shall be Completely 1160 out so tnev may an reaaav ana �eR1v tis reaacad ay.a Itcansad civil engineer ar furv"w t me Qxb6rtae at stns Derinntee- A om. low Mt ar name ahpwrnq Ina • uestotne"monumertortnallbe}urmsneatotneCiNEncnw Orkortotrig re6kevdaasnv^fonum6nu.Thisorrlc6sIna oe nwtmad opt^ Cpmpr,ppt at redypaMrlgflt a W survey wm m f"Om 16r areeee erereer ewa amp 916 :URVEV MONUMENTS. P -tor to excavation or oemnnino or construction. an survev monuments snail betted out try l-ny Ji La Uuinta and su,taole payment or guarantee m cavment shall oe mace as retmoursemsm tar all wore I R 1 PAVEMENT CUTTING: Pavement will be memanicauv cut to a Straight " �tno. tuning Snell be aoorovea tnrouen The office or Ina City Engineer. tUnder no circumstance, cWhil neMemodefpavement be used to excavate attar t0 cunino Of Oavememl. Excavation material snail be 0I3Cld m SUcri �yann9 ogWOmgnl laelulate the general now or [rani[. Prior to final caving ooefahons. any aama0e l0 pavement position as to pest • corrected. straight edge snail be PAVEMENT CUTTING. Pavement snail be saw cu[ prior to removal. Prior to final caving operations, any Damage to _Pavement Straight edge snail to corrected. R19 UMITOF EXCAVATIONS: Excavacons snail be limnec to 1.000lineal feet of open trench Derore backtdl aoeranonsmust begin. All excavations snail be orooerm barricaded Wim Hants overnight On weeltenas ano nalways tartne OfOIOCTIOh at metravaungpuouaThe Public Works insbeetorsnapdetermine Ins sw[abllltvorekcavanonoarncaamglhearncase. No excavation snail remain open for a oertoo exceeding live ill days. No excavation snail be made unless Ine construction mlatertal is actually an trio work site. R2 BACKFILL MATERIAL Backtill shall be tree of brush. roots or atnerarganic Substance oetrimenta.. ..:s use for purposes Of Producing an adequately consoudateo backttll. Any material which the City ofLa Quinw OeemS unsulgya teOlalspdnr saturated materiao which is encountered during excavation sha1L not be used for Oaccflll. but snail be supplemented or replaced by an abproved sand at gravel. R21 BACKFILL SAND: Backfill shall be approved transit-mty sand Or equivalent and shall be placed in lifts of notgraa[ertnan three feet l3') and vibrated usingvibrocamperoreaufvatentequipment.Alternatemethodamayposunstittttap Outmanv Casa a relative compaction of 95 percent shall be attained within the �:rt:ctural seinen at the roadway. R22 BACKFILL PLACEMENT: Backfill snail be auction in lavers of not more than 50 percent of the total depth of the trench before flooding ora maximum of live -foot 151 I ifts where trenches aredt excessive dea backtlll matenal is not subjected to extreme swell by flooding operations. compactequivalentbt blxeeq e exemtaoq that trio so that triof reautting compaction shall be not Less [ria n 90 percent or equivalent to Backfill materiel ensu pths. Care Is to the surrounding ground. compaction. Where dancing or flooding is used for a maximum settlement, adequate whichever lathe greater date the writer. Where letting is used. the lets shall be of sufficient lengtn to fallen trio ! will be constructed to retain supply shell be continuous. e bottom of cern :ager and mo retain / R23 COMPACTION TESTS: If so required bvthe insoector, compaction tests Snell be made at intervals of not more than 1.000 feet and a minimum of one (1) test on eacn road. One (1) copy of eacn test snail be 10"Waraed to the City Engineer for approval ana f ilea prior to making permanent repairs. Compaction tests snail be mace as outlined in Section 6.101 of the Standard Spaatwpons. Division of Highways. State of Califomia. dated January 1973. R24 COMPACTION TESTS: If so required by the inspector. COmonction lests shall be mace for eacn crossing Or yMy Imo One 1I) copy of each test snail be forwarded to Ing City Engineer for approval and fit ed prior to me ng pOflit repays• COMOScoon tests snail be made asoutlinea In Section 6.101 of the Stannard Sof Hphyyaq. State of California. dated January 1971 ad 'a t Division R25 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a to 1001 rV patch consisting of 2 inches of SC -800 shall be placed on a prepared subgraee. The SC -800 temporary paving Map De plated after a maximum of 3.000 lineal feet of trancn has been excavated and backfill operations completed. but In no Case shall the Placement of the temporary pavement exceed a five I$) day limit. R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have Dean completed. a temporary patch consisting of two inches 12") of SC -800 shall be placed immediately. A permanent patch of Surfacing placed an inch class base shell be placed no latertnan —� Tholes A. C. tamoonary road repair. dayseherbompletion of R27 PAVEMENT REPAIR: F.A.S.: Uooncompletion of backfill and compaction. a temocrarvpatch consisting Of twginches 12.1 Of Cold mix paving ISC-8001 shall be placed immediately. A permanent patch Of three Inches 131 of A.C. surfacing snail be Placed on six manes (6"1 concrete base as directed. but not later than fifteen 115) days after completion Of temodis ry Paving. Concrete Case shall be of five -sack mix and shall conform to the Specifications. Ordinance 0461. City of La Oiling Rona fmprpyam� Stancaros and R28 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion snail be applied over all determined try the City Engineer. Patch peas as 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 Issuanceof thispermit. Seal or armor coats shall be anchadas Saoctfiapm SoQion 37. Standard Specifications. State of California. division of Highways. dated January 1973. Wont of pavemsm repay to be accomplished by a licensed contractor engaged in the business of pavement repay. 30 STREET RESTRIPING. Where street striping is still visiole on streets to as excavated. such striping shall be replaced upon comaletion of permanent repairs. R31 TREE RELOCATION OR REMOVAL. Tree relocation within the City of La Qulnta road right of way shall be accomplished by a licensed. boneed ano insured tree service. and handled safely Wltnout mterterenCO or hazard to Ine trsvehng public. It Shall be the responsibility of the Permittee to maintain the tree in a vigorous growing conanion at its new location. Trans Tobe removes shall be removed m sectionswhtch can be handled safely Without Interference or hazard to hlghwav traffic. The entire width of the tree stump snail be removed and disposed of so that no debris remains In view of the high -ay. The stump note small be backfilled and thorougntycompacmee as specified Inthefollowing paragraph. Where it becomes necessary to resinct traffic. the work shall be restricted to a maximum of 500 feet at env one time. Adequate Signs. flagmen and/Or bemcades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be badttilled ano cOmpacted to not less than 90 percent or equivalent to the sunoummng ground. whichever is the greater Compaction as determinso by the impact or field metnod. Compaction tests snail Comply with Section 6.3.01 of the Standard Specifications. Division of Highways. State of California. dated January 1973. R32 TREE TRIMMING: • a. Only Ina nocassary trimming snail be accomplished to provide clearance of Ins faCillty for one calendar year. All broken or week sections within the trimming snail be removed. D. Where It Decomes necessary io restricttraffic. the work shall be restricted to a maximum of 500feet atanvane time. Adequate signs. flagmen:. and/or barricades snail be provided to protect the traveling public at all times. C. If tree trunks are partially outside of the City of La Ouinta road right of way, permmee shall make his own arrangements wim adjoining Pnoverty owners for consent to the trimming in addmon to the authorization provided by this oermn. d All tree trimming on EVERGREEN TREES. PAULA TREES. and other ORNAMENTAL TREES shall be accampllahe the satisfaction of the City Public Works Inspgapr. o to e. Abutting property owners WWU ba corttatsed in all instshic". onor to trimming or topping trees. f. Pfuntng ansit' in ail Insta mm& W at trio anouldr of ma croeen to insure evert- fie neeruvx__— SPECIAL CONDITIONS ---PERMIT NO. 2237 continued 10. All work shall be coordinated with the City's contractor and others working within the area as directed by and to the satisfaction of the City Engineer. 11. When the work is within 500' of a signalized intersection, the permittee shall notify Riverside County Signal Dept. at (909) 275-6894 or -Caltrans Signal Dept. at (619) 688-6845 as appropriate a minimum of 48 hrs prior to starting work. 12. All backfill and subgrade soil shall be compacted to 90% relative dry density, all backfill soil within the top 2' of finish pavement surface shall be compacted to 95 % relative dry density, all base material shall be compacted to 95 % relative dry density. 13. If the work is to be performed by forces other than that of the utility company the contracting company shall be required to be a co -applicant and pay the appropriate fee. 14. All excavations at or near the travel way shall be backfilled and paved at the end of every work day as directed by and to the satisfaction of the City Engineer for the protection of the traveling public. 15. All landscaping, irrigation, decorative rock, decorative concrete, lighting etc. shall be replaced to its original condition. 16. Access and egress to all local properties shall be maintained at all times. 17. Permanent pavement replacement section shall be one inch greater than existing, and shall be installed within 72hrs of completion of the work. Special Conditions - Permit No. 2237 Page 2 of 2 SPECIAL CONDITIONS --PERMIT. NO. 2237 --- HENKELS & McCOY/GTE 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: Octobers to April 30: Monday -Friday 7:00 am to 5:00 pm Saturday 8:00 am to 5:00 pm May s to September 30: Monday -Friday 6:00 am to S:OOpm Saturday 8:00 am to S:OOpm Work shall be prohibited on legal holidays including Sundays. 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). 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. 2237 Page 1 of 2 CITY OF LA QUINTA. r NOTE: SEP 2 J 1994 With proper validation ` this form constitutes an +i , •,� encroachment permit CITY OF LA QUIN'PUBLIC WORK . ' 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 connoction with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE; Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV LOCATIONOFCONSTRUCTION r" -z' nZI-1A.7xz r� IStrat address or Description of Location) PURPOSE OF CONSTRUCTION ee�1/' SP2,1gne C 7—Sketch (attach construction plans if appropriate) Ol7 DESCRIPTION OF CONSTRUCTION 421e- 5a,!ei7 137' i'. • . DIMENSION OF. INSTALLATION OR REMOVAL ' •• SIZE OF EXCAVATION, IF NEEDED Ix APPROXIMATE TIME -WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION 4 ` ESTIMATED CONSTRUCTION COST S __A'46 r A o (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: Indemnity, •defand and save the City, Its authorized egenss, officers, rspresentativa and employees, harmlass from and against any and all ,_ o!n4It,L, ILbyldo or,"loss resulting -Isom claims or court action and srldng out of any accident; loss Dr'damrg('tb person# or property happening or orxurring'a a proximate result of any work undertaken under the permit orented pursuant to this application. Notify the Adminittratlw Authority at least twenty-four 1241 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 rube and ►eoulatloni of the City of La Oulnts and to Pay' fa any additional replacement necessary as the result of this work, a..: Signature of Applicant or Agent. ]QX 4 NC 155 AlrLi r Name of Applicant (please print) Business Address T.e{epkeweptII. Name of Contractor and Job Foreman7427 Q Z Business Address Telephone No. i�-339 170 Contractor's License No.. City Business License No. ' - — h -►a 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 S — zoo PERMIT VALIDATION Permit Fee L I Penalty PERMIT N Cult Deposit -Surety Bond, It required TOTAL: _ Zl Receipt No, Received by Data Recorded by.�_;t W. DATEAPPROVED EXPIRATION DATE DATE ISSUED By Administrative �uthgrl,ty TELEPHONE. (618) 6842248 J `Is. � i �f�� rl^ ��,�j,,{r'� �.�• W!rv..,sr.... '4:,►.r19����i'^r �iv.�e�`.r'�r,' i��•�t•„ e4 '1�(rh�\7x�f1� C.F,tLrxt.�"i%i,��i+,.tu,.�7t�LM•►•� t,} . r! Z 09-22-94 02:58PM FROM 1 2 LGQ- VACXS-_ L;I=AKCE 3 4 5 6 7 i 1 DR j , LGQ- VACXS-_ L;I=AKCE 3 4 5 6 7 i 1 DR j , INE FE9,,q NU) M,la, 44 M16 7M5 X6 P02 i0 XC• ZAE AS n -Z4 C Z ;?01.1ZC0 41CDA4FT14E� ,laG\ •tcSU � CZ, 1°L 51-7=tG3, ZBD-Utlb - 1 Mee ,1 Ila -150 Ar CL i-UoSl-Z700k \I OMI • L,�01-11D0�1Ufl�1•CZ.z.101•Z1ZS} . �• ..... ._..,.,.. .. ..:__. CZ,Ig51•ZCDO�L3,Z'S01•Z3Z5t'CA , 7 - CZ, i�51-Z1(�t1�OXU .ltd CZ,� O t- IZCOk 10Q'I,D � CZ,LIGI Z\Z5} CZ'UJ01•ZDZS � C2,1�S1•ZAOOrC3i21-Z3Z�tZ1�L1o750� wt*a��`z ZiG C i)Z(c51- nD0 ttmxD �CZ �'101• g00t A5O�t Gz 'Uz�+ r7 70m. CZ -101- �CAt• l-Z1Z5k r- .5 Za l9 Sl -7w 4 i J'?.LG L o � r' U7 W� ANE. m _,...._..� ..._:... INE FE9,,q NU) M,la, 44 M16 7M5 X6 P02 i0 XC• ZAE AS n -Z4 C Z ;?01.1ZC0 41CDA4FT14E� ,laG\ •tcSU � CZ, 1°L 51-7=tG3, ZBD-Utlb - 1 Mee ,1 Ila -150 Ar CL i-UoSl-Z700k \I OMI • L,�01-11D0�1Ufl�1•CZ.z.101•Z1ZS} . �• ..... ._..,.,.. .. ..:__. CZ,Ig51•ZCDO�L3,Z'S01•Z3Z5t'CA , 7 - CZ, i�51-Z1(�t1�OXU .ltd CZ,� O t- IZCOk 10Q'I,D � CZ,LIGI Z\Z5} CZ'UJ01•ZDZS � C2,1�S1•ZAOOrC3i21-Z3Z�tZ1�L1o750� wt*a��`z ZiG C i)Z(c51- nD0 ttmxD �CZ �'101• g00t A5O�t Gz 'Uz�+ r7 70m. CZ -101- �CAt• l-Z1Z5k r- .5 Za l9 Sl -7w 4 C18 or C23 -4, V ,0 0 See Chart A 0 0 0 N � n0 0 0 D D D D U 0 0 0 Q BARRICADES FLASHERS OPTIONAL o JL �l ••? WORK AREA t / HIGH LEVEL D WARNING DEVICE ORD FLASHING ARROW SIGN DELINEATORS C30 See Chart A 0 — CHART A — � MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT ao SIGN SPACING TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING (Advance o1 Taper OZ . (Each Lane) (Taper) (Tangent) 8 Between Signs) p 25 MPH 150 Ft. 25 Ft. 50 Ft. 150 Ft. a 2 30 MPH 20U Ft. 30 Ft. 60 Ft. 200 Ft. 35 MPH 250 Ft. 35 Ft. 70 Ft. 250 Ft. 40 MPH 350 FL 40 FL 80 FL 350 Ft. W D '45 MPH 550 Ft. 45 FL 90 Ft. 550 Ft. r '50 MPH 600 Ft. 50 Ft. 100 FL 600 Fl. '55+MPH 1000 Ft 50 Ft 100 Ft. 1000 Ft. 'Note: See Section 8 for high speed situations. See Chart A 9 D See Chart A . I C18 or C23 �CLOSIN�GOF RIGHTLANE C20 (Rt)