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HomeMy WebLinkAbout6.5-221 . '. ..J:I\£..:;.....\\~, r '--\W', ~\t. 'C\ :::;.... \, T :A "'\J ~"\"""... 'It _ 'w!~"( , r ~.... - HIGH DENSITY POLYETHYLENE PLASTIC ,~ t PIPE INSULA TOR WITH SKIDS TO CLEAR ~\ PIPE BELLS (CALPICO MODEL P OR ;....0\ EQUAL) OR REDWOOD SKIDS STRAPPED ./ - ~ \ --::. WITH STAINLESS STEEL. of" ~~. A~~ Á~11.. CASING END SEAL STRAP TO PIPE AND CASING WITH STAINLESS STEEL -----) CLAMPS (CALPICO MODEL C) c" BENCHMARK USED: TOP OF MONUMENT @ THE CENTERLINE INTERSECTION OF HARRIS ROAD AND GOSFORD ROAD ELEVATION = 360.445 U.S.G.S. DATUM (PER TRACT 4880-A) SCHEDULE - STEEL CASING FOR PVC PIPE NOMINAL INSIDE DIA. MIN. INSIDE DIA. 12" 6" 8" 16" 10" 12" 18" 20" ,.-.0\ ~ ... ,~.\~... ~ \"'" ~ ..\~~ \~\? .~~V .~ ~r ,\! "(1 .::.::~ ~~ f;' ~~ ~ ,-- ~ - _~ - ~ At'.\.. \~ ~ ~ ~ ~ ~~ ~~ ~[\ \ ~ ) A\ \r ¡t; tn - \ I'!I ......,~c:n ~ " , U\\.;;...-' .-n'" -- '{;.or1' ""Ut\ ~ ,\~hn ::;..' "'\ ::.1 '" ""':l U;¡;\ ~ \ \ ~\\-"" t;.-\\~ .. -... ,~. 3/8" WALL STEEL CASING PIPE - + ,~ PIPELINE 3/8" WALL STEEL CASING DIAMETER IS SECTION A-A - PIPE CASING NO SCALE PLASTIC SKIDDED OR IRRIGA TION REDWOOD INSULA TOR 1 PIPE JOINT APIPEUNE, / J _li I PIPE JOINT / , -- ...-- I I I c:: ~= I I I ~- :::= 2-6·+ 2-6· I- 10' MAX. + 2' ~ _I-- -~ -- -- -- -- --- -- -- == t: = I II _ _ t:::r:: I I TT i- 2' -I- 10' MAX. -J 2-6· I- 2-6" A -- 10' MAX. -J PROFILE fA\. (,AC'It\.If' DETAIL ~ NO SCALE CITY OF BAKERSFIELD APPROVAL FOR FUTURE STREET CROSSINGS ONLY: REVIEWED BY: 't 0_--- ß:h~ Al1S00T PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: 2/~ 'OJ- IDA TE ~- PUBLIC WORKS 1>IRECTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/05) -¿/ z.,-:?/oJ- DATE -- ~ 1:m.~· ~2~ 22i~~I:i'H~.:\ =1 ~~ L·IJm~ " ':c ~ 30 ..g.Q 5 r~ - - ~I\a ~ H ~7':i:J¡ ~~ 'IUS Sf:;o III",Holi ~i Ii ¡ ~...... -= ~ P6 .. ], -.&.. ]]~ ..I ~ ~,. ~ =- ~~ ~ ~ 11.1123 uo '\... . oc""",- ~ HWf L.: .~- "t.fl~ \MIL f ~ · s · ,= !ð [§ ~ If . ]~ ¿ : It ;, ~ J1 ~ \I 12 7 , , '0 .. '" ,/ II. 10 1\ .~ - -:;. I'\Ml ^ _ ~ ~ 13 I':!I!:: ~7 e¡ ~ 15 " .. II ~ ~ I~ .. ,. . '. '17 .. IS It.- ____ - ~~. ,..., ,. I' eo 1I re u ~ 19 ... r "°22 =" 2. r..__ AOAD i~2I~ ,;~ n 111 -.- ~ '" ---..-- ~ /' -.lJ1 JO P ~ JE :PT - Ycg~ ~ ~ .::.,'1 e7~! Ai ~ ...iI2. :. 28 27 26 I II ~' ¡; 11: ,. 7.1 J6 ~I i» .. r;,. .. 31! ]] :J4 7.I:II¡ _. r i ...... ..~. GRIlmBJÞ _ I 6 "", 5 . 3 e 1 ~ IIt\ ¡II 5, ~:r..i- C [R,Ó L. 5 . 3 .Ii 1'- Ii 11/ EUOiiCi I U oo.c 111..- i l It 7 2i\1\..' 10 II 12 1 I ,I -... 10 I III II!;¡; 7 \a'ø:, II II 12 -1- 13 .. 17 ~ IS ,. 13 .. a 7 15" i 13 i! " ~ 17 Iii 16 15 14~ 13 I~, ~ ~~. Ir- ,..;;J W ~ ~~.! I · _ _ '....2( '~' ~ .... 21 'if!' n 24 9" '~Iu '.:¡. .. I t - BAKERSFIELD, CALIFORNIA VICINITY MAP NO SCALE GEN ERAL NOTES: 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION, INCLUDING A PERMIT FROM THE CITY OF BAKERSFIELD FOR ALL WORK WITHIN CITY RIGHTS-OF -WA Y. IRRIGATION ~u I ~~: IRRIGA TION PIPE: UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE IRRIGATION PIPE SHALL BE: 12" DIAMETER PVC PIPE DIMENSIONS SHALL CONFORM TO SOIL CONSERVATION SERVICE SPECIFICATIONS SCS 430-DD, SDR 41, 100 PSI. RUBBER GASKETS SHALL CONFORM TO ASTM F477. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CONCRETE; CONCRETE FOR IRRIGATION STRUCTURES AND CANAL LINING SHALL BE CLASS A (6-SACK) UNLESS OTHERWISE APPROVED IN WRITING BY THE KERN DELTA WATER DISTRICT. CONCRETE SHALL CONFORM TO SECTION 90 OF THE STANDARD SPECIFICATIONS, CEMENT SHALL BE IN CONFORMANCE WITH ASTM C150, TYPE 2 AND SHALL BE ENTIRELY FROM ONE MANUFACTURER. ALL AGGREGATE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C3J. ALL WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DETRIMENTAL AMOUNTS OF ACID, ALKALI AND ORGANIC MATTER AND SHALL BE FROM A DOMESTIC WA TER SUPPLY. CONCRETE SHALL BE CURED AS SPECIFIED IN SECTION 90 OF THE STANDARD SPECIFICATIONS. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD ST-22. 3. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS. 4. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT ADDITION AT TIME OF PLAN APPROVAL AND DETERMINED APPLICABLE BY THE ENGINEER. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THA T THIS REQUIREMENT SHALL APPL Y CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THA T THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIA TEL Y PRIOR TO ANY FURTHER WORK. 7. ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED ROAD OR TRAFFIC THEREON SHALL BE COMPLETED WITHIN 20 WORKING DAYS FROM START OF WORK. 8. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK, HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL U,S.A. (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 9. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS. HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRET A TlON OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 10. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT; OWNER AND/OR CONTRACTOR AGREE TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS. DRAWINGS OR OTHER DOCUMENTS. 11. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD STD. DWG, ST -6, REINFORCEMENT: ALL BARS FOR REINFORCEMENT SHALL BE DEFORMED INTERMEDIATE GRADE STEEL CONFORMING TO ASTM A615. GRADE 60. ALL WIRE FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A82. ALL WIRE FABRIC SH ALL BE IN CONFORMANCE WITH ASTM A 185. BENDING: A. DO NOT BEND OR STRAIGHTEN STEEL IN ANY MANNER THAT WILL INJURE THE MATERIAL. DO NOT USE ANY BARS WITH KINKS OR BENDS NOT SHOWN ON THE DRAWINGS. B. MAKE BENDS FOR TIES AROUND A PIN HAVING A DIAMETER NOT LESS THAN TWICE THE MINIMUM THICKNESS OF THE BAR. MAKE BENDS FOR OTHER BARS AROUND A PIN HAVING A DIAMETER OF AT LEAST SIX (6) TIMES THE BAR DIAMETER. PLACING: A. BEFORE THE START OF CONCRETE PLACEMENT, ACCURA TEL Y PLACE ALL STEEL REINFORCEMENT, POSITIVELY SECURING AND SUPPORTING IT BY CONCRETE BLOCKS, METAL CHAIRS OR SPACERS, OR BY METAL HANGERS. B. REINFORCING BARS SHALL BE STRAIGHT, EXCEPT FOR BENDS AROUND CORNERS OR WHERE BENDS ARE DETAILED ON THE PLANS. C. SPLICES IN REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF THIRTY (30) BAR DIAMETERS. D. REINFORCING STEEL SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY THE ENGINEER AND THE DISTRICT PRIOR TO PLACEMENT OF ANY CONCRETE. , 12. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE PROJECT INSPECTOR. THE NUMBER AND LOCATION OF TESTS REQUIRED WITHIN CITY RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 13. PORTER-ROBERTSON ENGINEERING AND SURVEYING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER-ROBERTSON ENGINEERING AND SURVEYING. 14. SEE WATER, STREET AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THA T ARE PART OF THIS PROJECT. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFlL TRA TlON, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SA TlSF ACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 16. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 17. NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ONE TIME BY THE DEVELOPER. ALL RESTAKING WILL BE BACKCHARGED TO THE CONTRACTOR. 18. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE IRRIGATION PIPE INVERTS, 19. ALL EXISTING FACILITIES. INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES. PIPELINES, CONDUITS, CANALS AND APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS SHALL BE RELOCATED AT THE EXPENSE OF THE SUBDIVIDER. 20. PRIOR TO ANY CONSTRUCTION WITHIN CITY RIGHTS-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE AT (661) 326- 3049. j 22 I ~l:1" 7 8 . 10 11 12 13 14 15 11 17 _l-L f-- . . -. 18 CONEY ISLAND ORNE -- --.. DRi~ ~. - 11 8 15 18 17 18 28 27 21 24 l' 5 25 23 22 21 20 4 ~J~ - I 21 30 ~ r 37 , J4 J5 Je 38 :~:/ 3 0 17 15 ~ rnJRT « .... JI 2 -- 0 0 ~ 18 -1 14 1 48 ... 47 oM 4S 40 - --- 44 4J 42 41 « 1,<fJ --- ¡ '3 15 ~ 14 18 t7 18 ,. 20 21 22 23 24 1- ;;I!- ~ 20 C 12 LLl - - ~ 13 (J)' 21 -_.- ROCKAWAY lEACH COURT -. 2e L " ---- ~.----------./ 12 j eJ) --- -, .. 10 11 I Je 35 J4 ~ 32 31 30 21 28 27 J . 8 10 37 J8 JI 40 41 42 4J 44 45 I I jJ\ T -< 3 ... , ^ -~ \---- n~ ~. STA& 47 "- -...~ ISLAHD -, -. DRM -- ) ( "" I 7 5 4 J 2 1 }}}55 54 M 51 51 50 ... 48 MA TERIALS LIST --- SHEt. I No" INDEX ill TITLE SHEET-GENERAL &. IRRIGATION NOTES ill STATEN ISLAND DRIVE o GRAND CENTRAL AVENUE (/lJJ·ILL) I. LONe ISlAND i~ L .1.1')_)__.J- ~ _~ , mmÆ · ~ ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES 60· A.S. T.M. C76, CLASS :3 PIPE 12· 100-PSI PVC PIPE INLET SlRUCTURE OUTLET SlRUCTURE CLEAN OUT 410 L.f. 1,436 L.f. 1 EA. 1 EA. SEA. MAP SCALE: 1 '=200' -..- ",,-.-- - I , j '- --- ~ 1 KEY PROPOSED IRRIGATION LINE . CLEAN OUTS LE.GE.tfIl (FXJSTJNG JMPROV £MF \rrS) TRACT 6 'J 69- UNjT 2 z o U) t- ~ W CO o 0:: . ~ W t- o:: o ß. 0 Nit) ~8 z 0..... t , r--r-- ø NN MM Z I , ..- .... > U)U) U)U) w ~ ~ L.L. ::> en oð (!) z a:: w w Z - C) z UJ ~tTlttt1tt T-=-~ ~ . t . . 1 rt __ ¡ I .... o M M tu~ ~ð t- - mO ....1 t-W 00- ..-IL. NC/J ,0:: o~ ~~ . i+-+ -a¡~ --' ,., ....~ ~ ~ ~ ""- 8 -... ð ~ ffii ~ t:o: \ ~~ ~.. 't 1 8. ; \.~.. ~I~ -..wW S2 ~ fE~ ~ f ~ ! ..r.\øR .. 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AC ASPHAL T CONCRETE /$c EX ELEVATIONS FG FINISHED /DESIGN GRADE NG NATURAL GROUND TOP TOP OF SlOPE IRRIGA TlON UNE TOP TOE OF SLOPE N I.IJ ....0- It')Z r";.: UG UNDER GROUND cD:J 00 ~~ EXISTING CONDITIONS ARE SCREENED OH OVERHEAD ':;~ "F MH MANHOLE "F o::~ INV INVERT Q:;~ _c) ~ DESC DESCRIPTION ~ ~ RW RIGHT-OF-WAY ~ ST STREET z t5 EX EXISTING I.IJ LS LANDSCAPE m ESMT EASEMENT IN V INVERT CNL CANAL CL CENTERUNE FS FUTURE SEWER FSD FUTURE STORM DRAIN IR IRRIGATION STATIONING AP ANGLE POINT ttQIE. AU.. CL STATIONING REFERS TO THE CENTERUNE OF STA11N ISlAND DRI\JE. AU.. IR STATIONING REFERS TO THE CENTERUNE OF 1}£ IRRIGATION UNE. CHRISTY I. CURe VAUJf BOX _1H FIe LAST IRON -L~' - :'\=I,,~ o .~.. ~ .. T 4- !I.P X .- f'M tHREADED /lDAPTOft. 4- ~ RISER 1-0- -Jc( g~ 'F Nc( .C) 1- "0:: -0:: LIi- CD + N 1 r IRRIGA 1ION PFELN: @L£ANOUT DETAil 2 NO SCALE 20" DIA. STEEL CA5ì'NG® I ~ · (I) (þ . ~ GO 12' CO 12" IRRIGA nON PIPELINE 15' WIDE IRRIGATION PIPEUNE EASEMENT J t 10' WIDE IRRIGATION PIPELINE EASEMENT Lu t CO ~ 1'0\ f3 gJ. .', c @-.- - ---- -I ~" . /j7·,. " I\' ~ I '---/ Z ~ I HORIZONTAL: '--=50' 'ÆRTICAL: '-=4' INSTAll 19± LF OF 12- PVC IRRIGATION PIPE 0 0.15" INSTALL 469± LF OF 12- PVC IRRIGATION PIPE 0 0.15~ 358... . LtJ r') 0- ~~ ":C( ':;~ ~~ "F "c( 0:: c( 0:: C) -C) -~ iX Q:; e; z . ·G· . LtJ en ..358 ~~ ~~-J Ø)B< ~ Q; -tLtJ ~ C> t c) ,<0 Z I.IJ Z ~ Vi ...J ~ ~ffi. ~ . 0 . . . . . . -:-Ç1-.g . . . . . . S . . . . . . . . . . . . . . . . . · . .~. Ñ~ . . . · . '-F . ·F . . . · . <. ~< . . . ......,.. .qg..... ~~.......................... . . . . , , ",LL . ....0:: . . . . . . : : : : : : ~ : : ~ 0 : APP/?OXlMAlE FINISH GR,ADE : . . . . . . . . . . . . . . . . . . . . . . . . . . 5. . . . . r- ~ . . . 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I .. i ,. ~("t)W :JCI)~ ~.....~ - a..ZW Z:::>~ ~O)~ ~ CO W, (!)......~ æCO~ ~O:::C'J) I- '~-.1JJ _..--.~._.- -- --- .--- .-._- ~ ~ DESIGN ELEVATION CO. CLEAN OUT (Q) STORM DRAIN MANHOlE @ SANITARY SEWER MANHOLE C'tL UTlUTY POlE IX] WATER VALVE )( )()( FENCE UG UNE AS NOTED EX EDGE Of DIRT ROAD O'/ø EX ELEVATIONS EXISTING CONDITIONS ARE SCREENED IRRIGA 11 ON UNE GB GRADE BREAK PI POINT Of INTERSECTION HP HIGH POINT BVC BEGIN VER11CAL CURVE EVC END VERTICAL CURVE POC POINT ON CURVE PIVC VERTICAL CURVE PI POVC POINT ON VERTICAl CURVE BCR BEGIN CURB RETURN ECR END CURB RETURN CB CATCH BASIN EP EDGE Of PAVEMENT AC ASPHALT CONCRETE fG f1NISHED/DESlGN GRADE NG NA TURAL GROUND TOP TOP Of SLOPE TOP TOE Of SlOPE ~a.. tLaJ UG UNDER GROUND u..~ LaJz w OH OVERHEAD ...Jz ...J::J w MH MANHOLE 0 a.. - F co. INV INVERT 8~ ~~ DESC DESCRIPTION .C) N- RW RIGHT-Of - WAY .0:: ·F I~ Ie ST STREET 0 O)C) 0 00_ EX EXISTING N .0:: 0)0:: LS LANDSCAPE . 00_ ESMT EASEMENT + +. 0 O)N INV INVERT -- -- CNL CANAL ° CL CENTERUNE z La.J fS fUTURE SEWER fSO fUTURE STORM DRAIN AP ANGlE POINT -.a. -.a. -.a. (J1 N u ~ (J1 ffi 20· OIA. W STEEL CASING -.a. -.a. -.a. Vol ~ -.a. N -.a. 9 12- IRRIGATION PIPEUNE CO CO o 15' WIDE IRRIGA 11 ON 1 PIPEUNE EASEMENT 12' co r.¡ ill t 15 16 I ~ I i.....ì - .. N V1 N 1F 17 18 @ I . ~y @ ~ "\ I" ". '04. -r ~ ., !\i IN ....a.. ...~ La.J ~~ 8~ 8~ '0:: N_ ..,. + o - LaJ Z ::J LaJ - a.. ä: z ~ ~ C) æ g:; tl~ ~z « N - ~ 8~...J ·0;( .... -tw r--ël° 0)....0:: œ(/)LAJ t"')~Q. ~ t....CD :¡~ 8~...J NOe ..,.~.... I La.J '" 0 0)....0:: m(l)w r')~o. + '" - 00 C) 00 C) O)z O)z ~~ m~ +0 +0 r-- 00 --~ -~ F= F ~ ~ ~ ~ 356, . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . , , . , . . . . . . . . . . . . . . . Z . . . . , . ;;. . . . . . . . . . . . . . . . . . . . . . APPROXlMA lE fiNisH GRADE ffi : . ffi . . PROFILE A80~ IRRIGA TeN PIPELINE . m . . . . . . . ...................,.....,.........,............................................. ......................................................,. ':"':"':"':"':"'J:' -- -- o Z La.J 356 - 348 - - - - - 352' , . . . . . . · . I . . . . I . . I . . . . . . . . . . . . . . . I . . . . . -:.--. '.-' -...- ~ -- ....~I.~.......I..............,................................................................. . . . . . . . . . . . . . . . . I I . 352 - INSTAll 70~ 20· DIA. JA1~ ,MINIMUM THICKNESS WAll · . . . . . , . , . , , , . . , , . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . , , . . . , . . . , . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51'E'£L' CASING PER DETAIL' . , . . · , . , . , . . . , . . . . . . . . , . . . . . . . . . . , . . . '-a\' 348: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : W· I . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . , . . . . . I . . . . . I . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . I . . . . . . . . . . . . . . I . . . . . . . . . I ~ . . . . , . . . . . . . . . . . . . . . . , . . . . . , ij , . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . . , . . . . . . . . . . . . . . . . . . . .. <.\'I't--\'. . . . . . . . . . . . . . .0. , . . . . . . . . . . . . . . . . . . . , . . . . . . . . ,:;¡"v ~--;/. . ..£ A:><) . ~ . . . . . . . . . . . . . . . . , . . . , . . . "v~'- \~ '\j 'j . . . , ";:.,.' . 344· . . -4 ~. . , . . . . . . . . . . . . . . . . . . . . . . . , , . . , . ß b.:J.~ . . . c\ ^) . . · . . . . . . . . , ~ P}. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . , . . . . . . . . . .. ..... . ~ . . . . . . . . . . . . . ...... . . . . . . . · . ..¡o~' . . , . . . . . . . . . . . . . . , . . . . . . . . . . EX. SO ' , . ('. , . . . . . · . .,,1\ ^) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18" INV W=' .<:¢- // 6'.;-/: . . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '-4'4 70' ~«) /0. ,l &. . . . . , · . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . , . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . , . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....¡ . , . . . . . ~ . ~ ~. ...J. ~¿;«'~. . . . , . . . . . . . . . . . . . . . . , · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :<.;"i:; ~~~ t¡.."j' . '-t~~ ~~..p: . . . . , 340' . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . 'Ò. . . . . . . . . · . . I . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .................................. 344 340 · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t . . . , . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . I . . . . . . . . . 336' . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 336 · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I I I . I . . . . I . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 PROFILE -,,; . z o en ~ £t: w ŒI o £t: . £t: w ~ £t: o D.. U NiO ~~ Z o ~ I I ,...,... C!) NN 1""11""1 Z I , .... ~ >- tOtO tOtO W ~ ~ u... ::> C/) að C!) Z a:: w UJ z C) z UJ .... o C") C") ~O) w . we( 0::0 ~ . cnC ...J ~w cn¡¡: ~cn No:: 'w O~ 0e( ~m .-......... w ~ ~ a 0::(") ~~ 0::0.: ~~ ~i 0(") Ww 0::0 LLet: ~ s .. u ~ u .. it: ; ~ ~ ~ ~ 52 ~ a:: ~ Õ If w~ Zc-t) - LLfJ- Q:z a.. z:J om ~CD « \ S2CD ~~ -J- W :J Z W > « .....J ~ ~ z W ü:= r:- iD o ! z¡ « ~ I'V§ LL ~ c.9i co >< ~ II X .; 'ü : :i 4( N M .... ~ ...-- ...-- INSTALL 12" PVC INLET RISER WITH ALHAMBRA 14.- 2020 STANDARD GRA 1£ OR APPROVED EQUAL SET GRATE ELEVATION AS DESCRIBED BY OWNER. &() o o ~ ...-- N ,..¡ r- w w :I: If) ~ o g ~ II: ...-- o trl tr Õ <0 N ,... DATE PR JOB No. SHEET É 0:: tr o 02101/05 ~ 1726D rh z :5 n. r- z w ::Ji w ~ a:: n. ::Ji Õ <0 N ,... ...-- -, 3 OF 3 SHEETS ~,5- ;L21 WDA ~ .... D.lVA1ION Cf . . . tQ, Þ<I .. . ~ CLEAN GUT STOIIU DIWM MNllOLE UNTARY tIWR MNlIOlE U1IUTY fÞOLE *_ WLW PINŒ UO LINE AS MOld IX II*: tI1 _1 ROM EX 1l£YA1IGNS IlI..no CDa1lCNS .. ~ ,-- ~-~-_._- ___Þ1ION IJME . GItAD( ... PI POItT 011 It talle... .. ........., I'C ... 811CM. CUIW E\C END WInICM. CUlM POC PœIT ON CUM Pre \Ø1ICN.. CUM: PI PC1C PCIß' (II ~ CURW lei ...... IE1WN ECR END a.- IE1WN C8 CAD 1Ma' EP ... MWMIHr N; JJ! !tAL' 0IiJIMX1E Fa "..AÞI'" GRADE NO 1M..... ..cue 10P ,. CI1 IUIII 10P _ fII &eft UO ........ OH ~_... MH WIll" ..V "'T DISC œ.J_.... .. ""'-cP'-_V IT $-mHr EX ~. LS Lilf III C "'fII EIMT UII.n IW ...... eM. CJlJIJtL CL ·CJl Ull u.. ':==DRMI ", JJ I ILl ..." 356. 352: 348: 344: 340: 338: Ii '¡ h H ~¡ ~~I ¡ " Lt ~ +t'll~ t , II I I I \. ~ ,.... _ ' } j j. -- -- . -.-.- ." - -, -- -- -- . f tj "".- t- -- -' - -- t"·,- ---,,_. i'- ... -. ~ - -. t rso 24" .-- .-. :!. '"" n· : -- I: ~~ . :"";'8:::- :..,~..:_- ~ ''... '':- '::.-r:: -::. .,:', :::t -'::',::'" :,y:.::-:--.: Fi> 'ij-:-- G~iÑ'[.~-.-._-....·.·.-_:::: .... 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I 1r ~11ON ~I --......-- 01 · . . . . , . . . . · . . . . ..................... · . . . . ..... · . . . . . . . . . · . . . . · . . . --- · - ---- · . . . . . . . . . . . . . . . · . . . . '-' - .....--- - · '- . ...-, · .', . . . . . . · . . . . ........ .................. . . . . . . . . . . . . . . · . . . . · . . . . . . . , · . . . · . . . . . . . . . · . . . . 1NtTAU. )11~ 1/)- _ ~ "AI1NIJIM JI~ iIKL · nEB: CAIMII'Ø .." · . . . . · . . . . · . . . . . . . ..... ,. . . . . . . . . · . . . . . . . . . . . . . . · . . . . · . . . . . . . . . . . . . . . · . . . . · . . . . · . . . . . . . . . · " . . . · . . . . · . . . . · . . . . · . . . . EX. so . 18" INV W=- . ~4.4~ 7p . · . . . . . . . . . · . . . . · . . . . · . . . . . . . . . · . . . . · . . . . . · . . . . ..... ..... . . . . . · . . . . · . . . . ..... ..... . . . . . · . . . . · . . . . . . . . . · . . . . ..... · . . . . . . . . . . . . . . . . . . · . . . . 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PROFILE - I . . . . . 351 . . . . . ....~. ----' . J4I J52 . . . . . J4:4 . . . . . J40 331 20+00 IIITALL tr ,. IUT ___ "'" JU'. IRA A-2020 ftf._..rrÆ ... at ~ru . EQUAL lET (ItA. ILIVA'" AS DDCfl.. ." QUI.... ,"",,",.' ~ z ~ II o .~, = íí ~ ~ W III .. i . I~ ~ ;; . I I .¡ w,.~ ~~~ rdt-~ ~~~ ~cn!z ~<DW <.....0 S2<DC . . - I No. 3 OP 3 (,-5 - ;L:l.1 ---'