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0733• •,.yet 1 � . .:�� •' ~ NOTE: With proper validation Q this form constitutes an CITY OF LA"QUINTA ` encroachment permit _ ',APPLICATION FOR PERMIT _ $ PUBLIC ,WORKS .CONSTRUCTION (ENCROACHMENT) •' '',„��Sw4� •For the construction of public or private curbs., driveways, pavements, sidewalks, parking -lots, •sewers, water, mains ^, and ot_h'er like. public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit =Class III - ” DATE:- July 7, 1990 , , Minor. -Improvement Permit Class IV s LOCATION.OF CONSTRUCTION • •TR 23935-1-Dulna- Palma Rc3: S_�tith of Mi l ac f (Street addressor Description of Location) PURPOSE OF CONSTRUCTION' t0 provide=•water service Sketch (attach construction plans if appropriate)'t " to tract,, DESCRIPTION OF;:CONSTRUCTION install 2-12: stub out connections , on Dune Palms,,Road . as follows: '1} approx. •750+' .south of miles on Dune.Palms, 2) '�a .. rox DIMENSION OF INSTALLATION OR REMOVAL 1530+ south of Miles on Dunes'Palms Rd' SEE ATTACHED DISTRICT..DWG's No., SIZE OF EXCAVATION, IF,NEEDED ;'16056/057/•060 , ; ' APPROXIMATE TIME WHEN WORK WILL'BEGIN July 1990 DISTRICT TO OPERATE AND MAINTAIN ALL SEWER AND,WATER LINES ' ' APPROXIMATE,TIME OF.COMPLETION July' 1990 _ + ESTIMATED CONSTRUCTION COST $ 27 ► 000 '4 (Including removal of all-'bitruction, 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: t 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 happeningVor.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. ` f 5 Robert . Ford ` . ' Signature of Apli pcant oA r gent y x Coachella Valley Water District PO Box 1058 Coachella, CA_ 398-2651 Name of Applicant (please print) BusinessAddress ' F 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]mprovement 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 r ' 3;3 « 'Inspection Fee $ -'PERMIT •VALIDATION • . ` Permit Fee' t `y �. PERMIT NO. 0733- ". � Penalty xj Cash Deposit Surety Bond DATE APPROVED, 7/'7`/90 if required i 4 EXPIRATION DATE 12/,31/90 ,TOTAL:. $ —0 DATE ISSUED 7/7/90 Receipt No. By—le, �1i1 Received by Date Administrative Authority Recorded by TELEPHONE: (619) 564-2246 ; ti -r '..1 .f '`L ►..+1'Ma13 • k} ,. � ti . . `,. y . ��,'✓ T'�...�,w ,.y�I �a � Y ti +�.-..: �.: � 5 y - - 'f^r'- .: i:. w -{ ar � � Y r� w.� .►�+�w ... wr � w -a w r. w ..... f r r..w w .r r. .i..a *.%«: a� .. r ..+✓«.-.rs ....�.a-..N .r -.w•— y.n •w'rn H NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) i 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 IMPRdVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I I I DATE: July 7, 1990 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION TR 23935-1 Dune Palms Rd. South of Mii ] Ps (Street address or Description of Location) PURPOSE OF CONSTRUCTION t0 provide watef service Sketch (attach construction plans if appropriate) to tract DESCRIPTION OF,CONSTRUCTION install 2-12: stub out connections on Dune Palms Road as follows: 1) ' apprax 7750+_ south of miles on Dune Palms 2) approx DIMENSION OF INSTALLATION OR REMOVAL 1530+, south of Miles on iDunds Palms Rd SEE ATTACHED DISTRICT DWG's No. SIZE OF EXCAVATION, IF NEEDED 16056/057/060 APPROXIMATE TIME WHEN WORK WILL BEGIN July 1990 APPROXIMATE TIME OF COMPLETION July 1990 ESTIMATED CONSTRUCTION COST $ 27 r 000 (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 tc DISTRICT TO OPERATE AND MAINTAIN ALL SEWER AND WATER LINES 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. Robert Ford Signature of Applicant or Agent lla Valley Water District. PO Box 1058 Coachella, CA 398-2651 Nameibf 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. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III i Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs o Minor Improvement Permit — Class IV: See attached schedule �f Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required -0- TOTAL: $ —0 Receipt No. Received by Date Recorded by IN 013 3 PERMIT VALIDATION PERMIT NO. 0733 DATE APPROVED 7/7/90 , EXPIRATION DATE 12/31/90 7/7/90 DATE ISSUED By Administrative Authority TELEPHONE: (619) 564-2246 IF, J ' `� The following General and Special Provisions are attached to and made a part of Permit No. T 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 propeny'it shall be the responsibility of the permittee (or his contractors) to t r. t e w . t..q , secure permission from abutting property owners. Such'authorization must be secured by the permittee prior to starting work. c- - 'TRACK 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 , a pvement is scarred, spalled, or broken during the term of this contract, or if the . avement is marred P 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. r. 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 lnipectors. Suitable detours and det;ui signs shall beplaced and maintained for the duration r �F , . a • . :, 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 corrugatetl metal pipe, concrete pipe, steel culvert and concrete,structures encountered'during-excavation wFitch necessitate remov`al'shall be replaced in kind In the event: ir becomes-, necessary:.to=remove or cut:existing:drainage structures, Citj :bf'Ca'Quinta sh�all!tie`notified prior to commencement of'this work. Drainage --structures and opemdrains shall -be kept free of debris at all time's for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removedfrom the rightof t way. All paved surfaces shall bebroomedclean ofearth'andother'objectionablernaterialsimmediately after backfill and compaction, , t 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 y immediately after backfill: • 9, ti• t ' ,+:tet .• . ', - Y' r y. t 4 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 streeYshallbe close&' 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 isfelt by the permittee that he must close a street for any length of time permittee shall contact this office to obtain the necessary permission. ' r SPECIAL PROVISIONS, + " The follwing'shall apply,ONLY when indicated: • �,; , r �% H1/ NUTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction. .. - • • ^ CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than s e 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 by the City Engineer. This bond must be posted prior to commencement of any work on this project. R3 TILITYCLEARANCE:(Substructures)PriortomakinganyexcavationwithintheCityofLaQuintarightotwayauthorized F y 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 ----'o f the permittee'.' I s R4—_ TILITY 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 Ca Quinta Road Improvement Standards and Specifications, Ordinance #461'..-• i � .:'-fie ♦ - , _ ' 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 I1'). ++ 0'. .. i. ' R7 GRADES&1 STAKES: City of La Quinta shall+establish grades and stakes for the proposed concrete curb and gutter ` nstruction. 8 DE CHECKING: CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by • a licensed engineer.' .? I- .. • ••• ' - R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the'ex sting concrete curb and/or curb and gutter ( feet shall be removed. Curb and/or curb and gutter shall be saw prior to removal. Depressed curb, matching concrete gutter and s "cut „concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. r R10 DRIVEWAYS, A.C.: Driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the rpropeny 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 inven approximately 1-1/2 ' nches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing. , * •R12 SIGHT CLEARANCE: Sight clearance of 6_00 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 complywith the ry.-• nufacturer's specifications.,t r _ • "+'' ' r R14 C ORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or ;y ity of La Quinta may conduct in'this area during the period of this permit. Work shall be coordinated with the State or 4 , '• ., Ci v of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. R 55• VEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the • j e erline of all streets or property lines when involved shall be completely tied out so they maybe readily and correctly e replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notesshowing the tieitothiserrionuments shall be fur nished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion of re lacement of all survey monuments for roject clearance. er `• ' r R16 `SURVEY MONUMENTS: Prior to excavation or beqinning of construction, all survey monuments shall be tied out by City of La Quinta and suitable payment or guarantee of payment shall be made as reimbursement 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 straight edge 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. R1 LIMIT OF EXCAVATIONS: Excavations shall be limited tot,000lineal feet ofopen 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. R20 BACKFILL MATERIAL: Backfill shall be free ofbrush, roots or otherorganic substance detrimentalto 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 notgreaterthan three feet 01 and vibrated using vibrate mper or equivalent equipment. Alternate methods maybe substituted, but in any a relative compaction of 95 percent shall be attained within thestructural section of the roadway. ,case BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth ofthetrench., before flooding or a maximum of five-foot (51 lifts where trenches are of excessive depths. Care is to be exercised thatthe backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed sothat the resulting compaction shall be not less than 90percent or equivalenttothe surrounding ground, whichever isthegreater 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. R23 COMPACTION TESTS: If so required bythe inspector, compactiontests shall be made at intervalsof 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 andfiled prior to making permanent repairs. Compaction tests shall be made asoutlined in Section 6.3.01 of the tandard Specifications, Division of Highways, State of California, dated January 1973. V24 OMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State Fa'ftf California, dated January 1973. er 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 a maximum of 3,000 linealfeetof 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 (21 of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed ona � ninnchcl s baseshall beplaced nolater than days after completion of temporary road repair. Pte- (IS 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 #461. 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 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 removed in sectionswhich can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 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 tothe 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 toa maximum of 500feet at any onetime. Adequate signs, flagmen, and/or 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, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to the satisfaction of the City Public Works Inspector. e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees. I. Pruning shall, in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches (2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector. .i ,- ... - .t- ,.. .__- fH' u.;:(.vwe.x 5 ,. -. %-�M4 iii*yS'g,.._,... i.. __ •-�. -.- +r' _. _. — .__. .. ,. tr ADDITION-.�.-Ek CHMENT PERMIT NO.:0733-7- EDITIONS- R33_. Survey .monuments {shall' be •protected in. place or . re-established,. pursuant .to{ City' standards° and .the State • of� ` California Land surveyor's Act: =R34 Work�:shall 'be coordinated .with the, City of La .Quintals - > forces .to - p.reclude delay or , interf_erence 'with the' City of - La :- Quinta.'s projects. - •_ R35 Contractor shall .comply -with the:local noise' ordinance and, construction. operations.andmaintenance of'equipment,within- %} one .half, mile -of human -,occupancy sha11 be only;` ,performed during the -time periods as -follows: October 1st 'to April 30: ;. Monday -Friday T:0-0a.m.-5:•3Op. m:: --'Saturday.'.. - 8:00a.m. -5 00p.m; • May.1st to September.•30:',Monday-Friday•6:00a`m:-7:00p.m. j 4 ;Saturday,8:OOa.m.-5:00p.m.. ; bprohib'ited., Work • �sh&ll ' be. anytime on Sunday -•and 'Federal ri ' holiday,. R36 Traf f ic,, 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' Traff-ic control. plan shall. be:, submitted for° approval: by the City Engineer. " `R37- A11•excavation of or near the travel way-shall•be:backfilled at the `end of, the work • day-, for. -the protection of ,-'the traveling public.. `. R38 Street closures-shall'noi be;allowed.:at any tune. R39 A minimum of one travel lane shall be maintained,at all- ,,.• r . .l times with flagmen during working hours':" - R40 . All work be :performed within the :existing .paved sectionL oto , shall be, -.temporary -.paved and maintained•by,the Permittee-, permanent=pavement shall be.placed no later than•1.5 days:- after.completion-of•-the temporary_ road repair'. �- , R41 ' ' .Ingress' and egress.•for local` properties 'shall' be maintained. at all times R42 Prior to work starting, Underground Service -Alert. -shall be 4.. contacted,at'1-800-422-4133 and an."inquiry number" shall be provided -,to the City Public.Works Inspector.- 1 ; f� R43. Pavement shall be sawcut prior to removal..-.'' NOTE: p� With proper validation this form constitutes an CITY 'OF LA QUINTA'; encroachment Permit f - ' 'APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION '(ENCROACHMENT)c�i�.'' OF T13f --- , 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 SUBOIVISIONS Subdivision Improvement Permit — Class III DATE: July 3, 1990 Minor Improvement Permit Class rV 'LOCATION OF CONSTRUCTION Tract 23935-1 Dune Pa lms Road South of M i' l es Avenue City of La Qu i nta. t Istraet address or Osaeription.ot Lacitionl PURPOSE OF CONSTRUCTION To provide _ water-sery i ce i Sketch (attach construction plans if appropriate) .to tract. _. , a DESCRIPTION OF CONSTRUCTION- Install .2-12" stub out SEE ATTACHED DISTRICT DRAWING PJO.' S - conn i o s on Dune Pa 1 rns •P,oad as follows: 1 1 ows : 1 approx16056/0571060 750 ollt)r of Mi les on' -Dune Palms Road 2)'approx 1530 -ft.,- DIMENSION CF INST.-.LLATION OR REMOVAL south of Miles on Dune Palms Road, DISTRICT TO OPERATE AND:MAINTAIN•ALL y SEWER AND WATER LINES.' SIZE OF EXCAVATION, IF NEEDED ' APPROXIMATE TIME WHEN WORK WILL BEGIN ' J u 1 y 1990 ` APPROXIMATE TIME OF COMPLETION July 1990 ESTIMATED CONSTRUCTION COSTS 27.000.00 (Inciuding removal of all obstruction, materials. and debris, backfilling, com- paction and placing perm inent.'resurfacing snd/or replacing improvements) In consideration of the granting of this permit, the applicant hereby. agrees to:' indemnity, defend and SW40'the City, its sutJtorited agents, off W11111, repr~tatrves artd ormployess, humlas from and against env and au peneltles. liabilities or ion reawting--froth'- claims -or court scion. and arising out of any. accident, loss or damega to persons or p►Operiv - happening or 'occurring as a proximate result' of any worst' undertaken: under• the permit granted- pursuant to • this application. Notify the Administratrre Authority at least twenty-four 1241 hours in advance of the tune when work will be started. Compiv'wrtn all applicable -City Ordinances, the tern and ccrWitions of the permit and all applicable rules and regulations of the City of La Ouents and to pay for any additional replacement nausury as thi result of this work. ROBERT A. FORD ' Signature of Appiicant or Agent COACHELLA VALLEY WATER DISTRICT.P.O.•BOX 1058 COACHELLA, CA 92236 (61.9)39£-2651 Name of.Applicant,(piease print) Business Address Telephone NO. SAMF ASI ABOVE Name of.Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number ' ' /dE�E'/METE" \A 4 -4- o rJCAL.E% /"_ 40 SCJ- ' I� /O PUBLIC t!T/L/7Y I I I EA5EMENT 8 I � 9 r 57<4/.&7 5714?, 45 ✓'TA. 257152, &5- / \ (/) �o" Ffl A55Y. (/) G"F/,! Asst. STA 19,130.4/ 97A. 57143. 49 \ / \ / \ 0) <o "FN A55Y. ( /Co" F/1. A55Y. I / \ 0) 67 FN. ASSY. o Z 6\ \ 2 STA. 25f29.lo5 STA. SfZ3• &7 h} xo Sk 9� 12x S} STA. 51924.45 .STA /319/2.4/ STA. ,ST�ZS"49 e "X & " REDUCER - (0 6 "X 6 REIDUe-ER (/) 6 "X t"o" REDUCER 01 - 24479 24198/ - - - 4 7o 4f�8 - - - - 411704t�8 _ _ /2�57T /21955 j 4076- C2, 070C2,/ 241975 /"$E2V/CE W/ \ �' 4/!04 \ I \ l \ 4f <04 42,3/4 �� METER \ l \ I \ / \ \ / \ , \ I ( TYPICAL) l C27\ j \ 02 27 I c - - - - - - - 3/94 - - - - - - - '31194 _ _ _ _ _ ///8_/ -3 94 - - -23 f 95 I 31990 3 f90 i8, //7177 - - - - i- - - ,3 t �— - - - - ' ' 23719/ I I // / )g / G" I 28 5 a , - 1-01,PHASE s 25 xPHASE 6 25' h%/?0(TYO/CAJ O ,SON j'I 234341\ 3192 31922 2 – •Q //fo9 � l 23,13p 319/ O t \ Or L07 L/NES I L W P, \X% o'(rYviCAL) I o o Q \I \ p U (TYpIcAL) j I � 8 tu } -- - � 4• - r zo � � 2� � /� Q � \ 9IA c✓r i _ I STA 1 i 48 00 157A 2i 4B 00 � I 974 /O i .35 - (/)ti XG" TEF (/) H"A�':Ti'E _ IIII11 Qj 7107 L/�/,fS: BE i3p �v� . _ (/l) �B• ""fx�!/ ''A/115195_Y 2�� cyNA55Y Ah5r A55r ASS"�n- v i �;r 250I � i I 1-4 W , , -q-065 1 1iv '74 mrr\` 9 I w 2 0/ rr�/CAL I o � \ ee r r Picac 8 /5 / 2 j" ''1 /00(0 r \ _ /7 /,too /� /7 81989 ,, 8i 67 ; 02 /foo — ti �O?_ � W � / i 00 _ /1902 - - - - - -- -- - -- �. - � � 201995 74 0,-5 7 00 (PN45E 2l4) S TQ STA 2/ 54 00 W r i) $la O/ 20 00 Al ! DISTR/CT _ FORCES TO 4 'REDUCER ,9 gBC 4 " B O A SSY _ /2" BC/,VD F�A,t/� ' \ (/) 2 INSTALL AT OE ELOPER' 5 STA 00 5 j\ } /PN.QSE Ot57 I L 3'2 } I STA Os7. N (/) EXPESE /B' X /2"'TEE -- CML/CMC STL. OR D•r I /t STA 9 19 9 9:00 w. (�1 6")(4 REDUCER STA 8+44.1,5 1-i) a" x 4 "REDuCe 1 , STA 20f�09./5 /moo STA 7*44.00W Q� 5 rA 4„89.OoW. _ 0)4"'00 A55Y �j ( (2)l®"B.V. 0(/)/2"G.V. �f (/) /Z')(& TEE . (/1 4`8.0. A55Y, -- STA Jf83.00IV S ___ - i) 'X4"REDGCER STA. .----- --- ---'-- .._ - - (I) t'o"F.A/ ASSY. - - - (/J /Z "X lo" TEE- - / 8" X 4" REDUCER (/) Co" F. f!. ASSY. (/) /2 "XG "REDUCER - (/) /Z” X (o"TEE ( 8 Z aro, 00 W r/) 4 " B.O. ASSY O $ �l $ (/) �0"',9.0. ASS Y (0 (o" FN ASSY DO - -- "X(o'�TEE �ALL TYTON JO/NTS w/ f` 0) 4" 43.0. 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PHASE 2 a DOMESTIC WATER SYSTEM (ONSITE) pM.47�N L//vim SEE" Sf�EET 2 I 27 2a.,, �., -'� � � � o STA. /91-/0./9 J j_ (/) /2 "X //%4"e ASE 4 END ,.:�. - - �k TRACT NO. 23935-2 .,.�,� /z sTA. X5/./8 ;3 IN THE CITY OF LA QUI NTA MATCH `� ' ' LANE SHIT. 2 A PORTION OF SW I/4 OF SECTION 20., TOWNSHIP 5 SOUTH. RANGE 7 EAST. S. B.B.M. — — – – o I ,'. � � , . -•/ ' r � � RAW N BY: 5 � /Z,4 \ \ c . v . . o . DRAWING ENGINEERING SERVICE CORPORATION ��.o.Ia.s.N. SHEET Underground Service AlertP1114Pf0 BTA 35 CONSULTANTS IN CIVIL ENGINEERING i LAND PLANNING P.E. A NE C.E.S' 5225 C,4xlyo�t/ CREsr DQE' CneCwe°: 27 JUNE 1989 .3 e- E 5 BCUG 300 $TE 3100 0 COtt:TOtL FREE PROJECT E INEER L.E.J. OF SE ` PiVEc�S/oE CA X2507 �, / OV6. No. 74- 303 HIGHWAY III SUITE A aJ 7i4) 7B/ 0 50 -800 Rec�.en°° PALM DESERT CALiFOANIA 92260 16060 1 ' OEP4TI.L F GINEER R .E. No. CO2815 � ; TELEPHON� ( 619) 568-5997 P. SHEETS - 422-4133 �.E.�. 1 ` Approve - j NANA6ER-CHIEF ENGINEER R.L.E. No. CO29075 I . REVISIONS: ' DATE APPAQ r ' W.O. FILE N0. ' rau UORKINC nA%% NFFORE Vol me - ENGINEER R.C.E. 33 486 DATE 2240-1 w 16060 1 v- _ _- t i .-5t 5TA. /77130.5/ N= 0*00.00 C -- A? - X ./2"X 8 " TEE (2) /2" G.V. /7f /8 /C J / qj (/) /2"X!o"REDUCER (/) Co" B.o. A55Y. 00 5TA /(0+41./9 M /2".Y6"7EE 5TA. Co f Cie. 77 7 /O // \ ell, 40llldl STA. Cot 5 . / (i) lv"F. H. ASSY. 6 /�# `g M�1 TC1I L WE 5EE 514E T 3 �j� UAeTA 7,40.17k 0000 000, P/yAQ S 4 x REDUCER \ a CURB GarrER I o i $TA. 2f 40.44 N i ti O ZO a VI trn/ ,asSY/ \ / 0 /3 574 5t3f/8N i np l n 725E ice-- /D -WALK-' _ �,�0. a (/) Co " F. N. A 55Y. 6a Zlo - - - - 6ERV/CE w� Sf33 Q \ 2 `-- V 5t 29 ` ' N 40.90' 8" CT/�E lzoN 3/4" METE�e 237..¢4 6 ag;r/zC- �RaN � 1�� 4s9/ VJ 8"SEWER MA/N N lr/�E \ 89 14 I W ? I b I t 4f -- 7 STA. /7-/05./(oN m a \ X�� °� I k (/) /Z"X//%4°BEND v y I /N cv I - - 4f5(o U1`U 2.0 � (TYPICAL) O \ I 2.0(TYP) I /\ 4/52 N� _ - 45/ W - - - -- I n 97A , 4 �8/• 34 I 4 7� m OC G' �- LOT L/NES 3 /"SERv/ce W/ �v 3 R.. A55Y, TOP OF PROP05W A -C. PAVEMENT 3.0' / 2 " DUCT/L. E IRON P/P6 Ir 1141 ¢25-r m a O �' h1 to `p a� tri 0 OYTYP/CAL) 4 px N $ qj (/) /2"X!o"REDUCER (/) Co" B.o. A55Y. 00 5TA /(0+41./9 M /2".Y6"7EE 5TA. Co f Cie. 77 7 /O // \ ell, 40llldl STA. Cot 5 . / (i) lv"F. H. ASSY. 6 /�# `g M�1 TC1I L WE 5EE 514E T 3 �j� UAeTA 7,40.17k 0000 000, P/yAQ S 4 x REDUCER \ a CURB GarrER I o i $TA. 2f 40.44 N i ti O ZO a VI trn/ ,asSY/ \ / 0 /3 574 5t3f/8N i np l n 725E ice-- /D -WALK-' _ �,�0. a (/) Co " F. N. A 55Y. 6a Zlo - - - - 6ERV/CE w� Sf33 Q \ 2 `-- V 5t 29 ` ' N 40.90' 8" CT/�E lzoN 3/4" METE�e 237..¢4 6 ag;r/zC- �RaN � 1�� 4s9/ VJ 8"SEWER MA/N N lr/�E \ 89 14 I W ? I b I t 4f -- 7 STA. /7-/05./(oN m a \ X�� °� I k (/) /Z"X//%4°BEND v y I /N cv I - - 4f5(o U1`U 2.0 � (TYPICAL) O \ I 2.0(TYP) I /\ 4/52 N� _ - 45/ W - - - -- I n 97A , 4 �8/• 34 I 4 7� m OC G' �- LOT L/NES 3 /"SERv/ce W/ �v 3 R.. A55Y, TOP OF PROP05W A -C. PAVEMENT 3.0' / 2 " DUCT/L. E IRON P/P6 Ir 1141 ¢25-r (TYP/CAL) O to Iz 0 OYTYP/CAL) N $ 24" SrORM X' ORA//V PIPE Q ,DE TA l L -isC /VO 5CAL E TOP OF PROP05ED I / A.C. PAVEMENT 1 3. I 8 "D UcTkE IRON P/PE O � 5.01 - O� to � • 24M 5TORM hti g DRAIN P/PC Q h DETAIL „B NO 5CAL E ,�.0 g 1. /Z'CML/CMC /•VA76R MAIN DEU/L *�4 NO SCALE �J (TYP/CAL) 0 OYTYP/CAL) X' #�q O .3 NQ ISS' 2 P , 3 e 2.0,(TYP/C1IL { { I u ► I S /5± 5 /moo i /moo 57.4. 4f65.66 I { ( x 45 ° MCNO UR B $ TAG. et 48 00 "K' /) B GUT TER N q 252'r14 A S55 - -� \� �� : / o� ¢ STA. 3to8.44 \ CURB - 6"X&" ME GUTTER c -- -- /� ' B"DIUC7/LE 4 .00� N STA. Zvf G1.5 4 F. f/. A SSY. T t 78.6 I �� /RON Z B 01100-00J } /•7 5TA 4 7 6 DIICT/LE IRON 2/% 66 _ to 8"X(c"REDUC6C I 23 - (3) e"TGV ' /., SERV/CE ''�/ I 3/4 " METER ' t dq "SEWER MA/N 55 c� .. 5 N ( I O (TYP/CAL) V JIC 5Ti?EET - = 5fO4.3 STAT `� 5/QEWALK - - - - = 2 45 - . r't _ o a 11 57A 2f o 6.54 `� I �, O y - SERVICE w/ I 44 I I � IO (/) B�;X<o"TEE � O• 20 3 I -5/4" METER 1 I (/) 6, FN ASSY I � /8 (TYPICAL) ea gCdCE./"- 40 e� ZS ' Q L OT L./,vE s o NA/ A I So .; '. 2 • I � . -Ij 0069 c I ?.0 (TYiiCAL) STA O+(01.00 N - - -` - f - - of 5 do 7 - 20 20' STL� 4147 77 W STA. / 93.00 W = J. 20 O�OO.0000 00.00 N ? O�.Uj TA 70(o4 23 /)/2 xB rEE _._. 9TAOsOO.QOW. 8 } h s 5 2.0 � ( TYP/CALJ I ( (/) /2 x e ' rEE cn�c /CMc (il /Z"X//'/4 ° I 57A. 5x39 9E3 I �TA.S�o746 I 2� STL OR DUCT/LE /RUN I DIs mer camers TO a (l) B"G V (ZJ /2"G. V. I /NSTdLC dT QEYE[Q�R'S . Il /3EN0 0, C(JR45 tr Q Nr r (l)/�'X(o REDUCER fj" GV / I x CURB �• I IIS (/)�o BO A55Y EXPENSE !/J/Bk/2"7EE' GUTTER rel/? "x &"7FE (/) Vl GUTTER I ` ` N \ CML/ "A .STL OR .? I t4 R1 $TA +6�. 44 w 3 _5TA. SP 00 w J a1 ` (/)/?"xc TEE No r� I --_y� �- �. _ PIPE (/) /2"X //%¢' BEND (/) w" i -P A55Y ALL Fl AN1CsL G m /DE�t/AL.K, _ « s rTCNtAt, «'�-L �� NO r,)d TA O'Oj \ + ► DUCTILE /"VON E - i /S S '8•. o �•�sroR �g , N Z S5 '� yEET �+ /2 "DUCT/L E /Ro/V ORA/N P/PE 193,00' /2"DUCT/L E+ IRON I i p 2 I STA S+OR O6 N �B.. 6l TOP OF PROR05E0 /o'��N_ I e' 9EWFQ NZ4//v �9 /� /r'6 Z4io/rM �o'E - / N A.C. PAVEMENT I (TYP/C0� ,. } 5 5 Det/Vc P/R� -----_ ----+ -- ---- C _ SrREET 55 k) fMrA/c, ~a" B��Ev►�R /VA/N _ s5 w Tf1/S SHEET `� A/ DET L TI -1155) EET a0 '! oEI�Y4 K \ " SER v/CE " ---- 57AB + 75 I METER I .� ( 2Z PvM F, 2 T STA:nOkl - x //!/4 ' c`3E� D ( l T r vi CAI) t-O�S 21 A."D 22 L`2E V�/�t__l_ Sti"Clr I � � ( I RETENTION 13A51N __ I 7 ec $ 7A 4 t60. 9fl w ------- -- DOMESTIC WATER SYSTEM (ONSITE) TRACT NO. 23935-1 N THE CITY OF LA Q UII`4TA 3<o"srORA4 ; :`A ��` A PORTION OF SW 1/4 OF SECTION 20. TOWNSHIP 5 SOUTH. RANGE 7 EAST, S. B.B.M. DRA/N PNCE. DRAWN BY= �. C . V . W . D. DRAWING APPROVAL ENGINEERING SERVICE CORPORATION o./A.s.N. SHEET Underground Service Alert 2 • DATE p a CONSULTANTS IN CIVIL ENGINEERING 6 LAND PLANNING P.E. ,./N AlMA AA 10-1 C= CC«:TOIL FREE Chocked: EN�NEER 27 JUNE 19H9. L.E.J. OF 22��DV3. N0. 7�4-303 HIGHWAY III SUITJ A z, �' 80� Recommended- PALMA DESERT CAL I FOANIA 2ZZ60 DEPUTY! C EF INEER R C.E. No. CO2045 16057 TELEPHONE ( 619) 568-3997 P.M SHEETS 422-4133 Approved L . E. . GENERAL NANASER-CHIEF ENGINEER R.C.E. �y� REVISION3: DATE APPR. [!! Q T W.O. FILE NO. TUONORKINGDAIS RFF'ORFVOUDIG ENGINEER R.C.E. 33486 DATE 2240-1 16057 v _V - e. ";r, 7, r 7%: J4, t Z t .4 M� 7�, :h:" kt- F, F fy j yt, f 7 '7 t k! It �4_ to _n x 7—' _0 4 gki: I , Ili 1 1, 1 , � � -, ". ". r - , , " " , I., , 1, .,� �, " .13" _.� - 4r - -, , 'T" _. � , -- 'j — -, -,. 1 1, 1 T- ff- I I - " A -.- cw -g, t 4 n. ,�y 1, w, J, ik j '��/o I" 4,t, -1 vltll� _Y1 1%41i "f. -7, q W 0'� 5 ,F 1;1 1,:%1_11�4�,� 17 :t I -Y ��f E 14_1�i t7 T Irl ti % w �M io, 5t, 57!,�x V11 Y �I A 10*42 A-, ��L W 4, "4 tt W. j; "J_j! "-7 t' -J,- j'� �t. 4 -F t.0 2, N Cf OF AW ir- , ! , __ , - , - , , I I s, -W ,�Z _'4j �'p 4 PAM is ... W4, 4 c N IL �w ww, .10 .21i V it- q, 'T XN w ',Wv 1,v d", qt? C, Aw, "'st f-A— V7 J Il" "R, 7: ... .... 4 &1% D 1 4 14 itll�, 110""w4w A 6; Y P" 2',�! _5� Z A� T ... ..... wx I I & I raw z 91 6 w 4 0 V -Xv P� 4', W t 'P Ira I - R-1 4 .14 0 I ��i 7 Ij 4t _4� k,, #_., -,f VJ Iqi- w!,�n - 3;1; nI AA.��,r 4 I�,R e 4w to tj j , At W", "--k. v. P, A 0 ILI 4 V wow, 0 "j- . --$e," -j 1 '7 to k -1- -J. _6 Wy, IMP T 7 A; A UA ", . r1i, I; -x k ��.k It: 44C 0, tf-4,v, * 0" S R 40 Ai _4A ;A M, 4 1 V h$ _4r j J�j y 7 Ji T r4 4w A 47- T -Tr- k YPICAL', TION INTERIO STREc" `3� 7!W" t 'N' hE, Who NTS "Its 18 4 tlst'�Ath* *0 is JI ""��"Sta"Je 4'fln _V4 I ivy 'gill 'ev 4,11114h ttitt �J 1*h If wit t till 141i Gas "not .1 �%, -�7 V1 tMt" Wf%er- U - " � 4� . 11� � -� -0 -4- 1, 4', us re t 4* lip" I f I it V, T, Aff r 'Prn'suir s r"t A t air'' or� othi ',rim AM P3 1-60�1 M WAALFf A01AI TY AL SECTION MILES UE N T S PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BEIVC14 MARK BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF A44AIDWELL. A40UNUA-fiENT OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT wl CoUN� 7y rA6 AT 11vreRsC-c7,1ov AS SHOWN ON THIS MAP. OF AD4A-15 5T ? AWLE5. AWE. �5LEVAWOIV ?2.o67 THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEAS- URES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THrS DRAWING. 65r/A4.47"d OF GUAN777"IES DE VCRIPTIOAJ thV1 r 12 Z 4 " eM 6 / eAof C all 4WL.1 dA4C e 011CrI46 i or, _n x 7—' _0 4 gki: I , Ili 1 1, 1 , � � -, ". ". r - , , " " , I., , 1, .,� �, " .13" _.� - 4r - -, , 'T" _. � , -- 'j — -, -,. 1 1, 1 T- ff- I I - " A -.- cw -g, t 4 n. ,�y 1, w, J, ik j '��/o I" 4,t, -1 vltll� _Y1 1%41i "f. -7, q W 0'� 5 ,F 1;1 1,:%1_11�4�,� 17 :t I -Y ��f E 14_1�i t7 T Irl ti % w �M io, 5t, 57!,�x V11 Y �I A 10*42 A-, ��L W 4, "4 tt W. j; "J_j! "-7 t' -J,- j'� �t. 4 -F t.0 2, N Cf OF AW ir- , ! , __ , - , - , , I I s, -W ,�Z _'4j �'p 4 PAM is ... W4, 4 c N IL �w ww, .10 .21i V it- q, 'T XN w ',Wv 1,v d", qt? 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P, A 0 ILI 4 V wow, 0 "j- . --$e," -j 1 '7 to k -1- -J. _6 Wy, IMP T 7 A; A UA ", . r1i, I; -x k ��.k It: 44C 0, tf-4,v, * 0" S R 40 Ai _4A ;A M, 4 1 V h$ _4r j J�j y 7 Ji T r4 4w A 47- T -Tr- k YPICAL', TION INTERIO STREc" `3� 7!W" t 'N' hE, Who NTS "Its 18 4 tlst'�Ath* *0 is JI ""��"Sta"Je 4'fln _V4 I ivy 'gill 'ev 4,11114h ttitt �J 1*h If wit t till 141i Gas "not .1 �%, -�7 V1 tMt" Wf%er- U - " � 4� . 11� � -� -0 -4- 1, 4', us re t 4* lip" I f I it V, T, Aff r 'Prn'suir s r"t A t air'' or� othi ',rim AM P3 1-60�1 M WAALFf A01AI TY AL SECTION MILES UE N T S PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BEIVC14 MARK BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF A44AIDWELL. A40UNUA-fiENT OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT wl CoUN� 7y rA6 AT 11vreRsC-c7,1ov AS SHOWN ON THIS MAP. OF AD4A-15 5T ? AWLE5. AWE. �5LEVAWOIV ?2.o67 THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEAS- URES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THrS DRAWING. DATE REVISION BY DRAWN BY: ENGINEERING SERVICE CORPORATION LJ D./A.S.N. SHEET Underground Service Riort APPROVED BY1 0 CONSULTANTS IN CIVIL ENGINEERING & LANO PLANINING 101) PIE. OF Contractor igrres that he -,hill asmimr so]e and complete Yrrpow;ibil1tN f(wr CoWT011 FREE COUNTY OF RIVERSIDE DEPARTM L -P -J. site conditions during thr rom-sr of comtriirtion of thk 1ro rct, includitiv "af I rtv of all ENT OF FIRE 74-303 H GM%YAY Ill SUIT persons and proprrtN.; that this rrquirrmrnt -;hall apply rontintiomIN, and riot be litll-. PROTECTION. PALM DESERT UALI FOANIA SA60 I-SOO P. ited to normal working hotirs; and that the Contrartor ;hall defend, indrninik- and TELEPHONI! (619) 568-5997 SHEETS L.E.J. hold the 0%vner and the Enginrrr harmless from anyand all liability, real or illrizrd, 422-4133 in connection with the performance of work n thk Project, excrpti.ng I N 0 . for lia lit, FILE NO. arising from the sole negligence of the Owner or the l"Ingincer. T%%o "OulkING 110S 2111.0mr. tot 1w; DATE FIRE MARSHAL ENGINEER �R.C.E- 33486 DATE 2 NO- I 16056 65r/A4.47"d OF GUAN777"IES DE VCRIPTIOAJ thV1 r P14ASS Z 4 " eM 6 / eAof C all 4WL.1 dA4C e 011CrI46 i or, 549 _110A/ o C 1`14 E IROAI u ZIA zo ZIA a" 05. V. &A, 7. le 0. V. CA, ?0 I v AEA 1 2! dy CA,4 eA—,4e- S_K_,ae FW774 6 WO;Q, eA. _fA e F_ A I _71e x 6� TR -0 3 3 eA. x6" reff EA. 14L- /Z x co ME frA. 15 rr- e 6A CA /7 e4 18 " RE-DuCeA 16' e4 x 6" Re'OuCtk e /'? / e " x ro RleoueeR zo. __ EA —x --Wrozlc Lre ------- EA. ze CA. 25 a,. x IM 11 CA Z4 -86,VZ) d" x 45" 15ENO &A / z 11 x 1?0 0 49CAJID CA x 11�140 6EA10 EA 07 -le" 2 x 6 1, REDUCER CA Z 05 6A. ZI? CA 4 30 60 ASSY offA 4 6 0. - A55Y 6A. .5/ 39 6ER VICE W/ 314' EA 3!1. 0" AIR R4EI-CASe V4LV6 CA 8 " 6 - 0. A 55 y 64 _�!_* 135 C V w 0 � NfAkxER Posr PeR 5 .99 6A. 3(o. AWSE WATER VALVE- CO VE R _.- TO FIN15"FO 6RA,09' EA 14 DATE REVISION BY DRAWN BY: ENGINEERING SERVICE CORPORATION LJ D./A.S.N. SHEET Underground Service Riort APPROVED BY1 0 CONSULTANTS IN CIVIL ENGINEERING & LANO PLANINING 101) PIE. OF Contractor igrres that he -,hill asmimr so]e and complete Yrrpow;ibil1tN f(wr CoWT011 FREE COUNTY OF RIVERSIDE DEPARTM L -P -J. site conditions during thr rom-sr of comtriirtion of thk 1ro rct, includitiv "af I rtv of all ENT OF FIRE 74-303 H GM%YAY Ill SUIT persons and proprrtN.; that this rrquirrmrnt -;hall apply rontintiomIN, and riot be litll-. PROTECTION. PALM DESERT UALI FOANIA SA60 I-SOO P. ited to normal working hotirs; and that the Contrartor ;hall defend, indrninik- and TELEPHONI! (619) 568-5997 SHEETS L.E.J. hold the 0%vner and the Enginrrr harmless from anyand all liability, real or illrizrd, 422-4133 in connection with the performance of work n thk Project, excrpti.ng I N 0 . for lia lit, FILE NO. arising from the sole negligence of the Owner or the l"Ingincer. T%%o "OulkING 110S 2111.0mr. tot 1w; DATE FIRE MARSHAL ENGINEER �R.C.E- 33486 DATE 2 NO- I 16056