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Home My WebLink About1450A-3Clearance between top of sewer pipe and steel reinforcement Invert of tact In shall be a minimum of 1 1/2u place Storm Drain ;Bare �#4 Bars 18" a• pLon. Steel,s�� Cut 2 clear 45^"''- of "'Wer.— 6 Min. r t:• q . • SECTION A -A CASE For existing and now sewers less than 15 Inches In diameter where „';�;►: clearance between bottom of Cost In Place Storm Drain and top of San. Sewer Is less than 6 Inches, and where the sewer Is Leal approximately at right angles to the Storm Drain. SECTION B-8 )K The sanitary sewer shall be C.1.11 unless otherwise specified. Invert of Precast Pipe— Pour against indisturbed earth ---1 #5 Bars. Terminate n L 2" from and of cont.- Min. - - SECTION C -C CASE M SIE Where clearance between bottom of Precast Pipe Storm Drain and top of sanitary sewer Is less than 6 Inches. Sanitary sewer shall be C.I.P. unless otherwise specified. Symmetrical About Clearance between top of sewer pipe and - ;! "k i steel reinforcement shall be a minimum Invert of cast In ` SELECTED NATIVE SOI.12 L_ of 4 inches. !�N_- place Storm Drain j o:A �; p.' ;;a:' j E p Pour against ---- -- e; 'p : :� .�; , to + I" Flexcell ;. undisturbed oY,, . ,; • y earth 1'i \ -� #4 Bars � 18 Tse place over -bafTs d pip ` ` ``' e' - '. A S rl d g �--}----- -i • : f' •l; •;: j — _' I Long. Steel ri ' :1�./ ` - 75 Bars :...'a• ,.4;tr :.••.,..•,• V. C. P San. S e—yir ' 'a' / Line `6�� 6" ,- ; _ ca .• ' Min. Min. cut 2" clear 2 ,,�'' ' A - E D HALF SECTION E -E HALF SECTION D -D of sewer. _,N Spring Line . Use when sewer is being Use when sewer Is constructed and Is less existing or 15" In Pour against undisturbed earth--- CASE than 15 in die. dia. or larger. CASE 3T- _ Where clearance between bottom of Precast Pipe or Cast In Place Storm Drain For existing sanitary sewers less than 15 Inches In diameter where existing sewer Is to be and top of sanitary sewer Is from 6 inches to 18 Inches. maintained In place and where clearance between bottom of Cost In Place Storm Drain and top of sanitary sewer Is loss than 6 Inches. The encasement for the sewer between the limits of the encasement and the face of Supersedes drawing of some number dated NOV • 58 lila Sturm drain shall be as shown In Case ISL, Sec. D - D. REVISIONS LOS ANGELES COUNTY ' MARK DAT[ D[SCHIPTION FLOOD CONTROL DISTRICT GENERAL NOTES A 9-6-62 Revised Note 2 I. Where C.I.P. Is called fQX, the Sanitary Sewer shall be c2nstructed or replaced with -house B Iron standard cast Iron '*` 11-3-6 Added Note 4 n 4-1-72 Revised PROTECTION FOR MAIN LINE soil pipe In the case of connections, or with class or class 150 cast pipe In the case of main concrete line sewers. designation AND Q2. Concrete for encasements shall be per adjacent structure, except CaseIu and Case ILi which HOUSE CONNECTION SEWERS shall be IQ 420-C- 2000 poriland cement concrete. 3. The concrete encasement shall extend across the full width of the storm drain trench plus an additional �/� D..YYN.. �_ 12 inches Into undisturbed earth on each side the drain trench; Ds,lDN.o.Y APPROVED 9Y , of storm /� p r ••P ,- � � • J 4. C.1. R' sholl not be used for Los Angeles County Sanitation District sanitary sewers or for City o1 Long Beach 1. y� eN.eK,o .Y. ,S(; H;___-_ .u$..TTID Y. ,q. U, / �-- _ CHIEF EN . R . sanitary sewers. , A,coYN,No •T DATE E61 NU-�-- 51 �`•'l ,. NONE JULY urv,.ioN.NolN.an lo...•rl __ __ SHEET I OF I to -L, 1% l A. V 9�c-- izE Q0jj-Gt7 k4rPL`( V:iogm OIL , THINI PtjWV-rIG e:;1R-0-r c2 0-171402 N►A-fIfIAL_ -To V. G . e. To rga-\-/E�N-r 1�ti1V 075Tv450N VI rO /-,4It::? . G, �>c-1'�nlT car k-�.(� P,0Cie;(-,_'1F�lT -to P, P"t A- ' orJt?, 61 ) lr a IA 44oV-1- or rlvisoT firr, . �ol0� �I'rRatz s, t or �'ol2t�l t .�-ttJ Its p�v17Io1.1 To "f � T�•k� t, -.4 1ff , EXISTING A.C. /1�8iMAX. 'N AR -4000 3/8"MAX., HOT MIX A.C. AR -4000. 3/4" MAX.,HOT MIX A.C. W •. , 111 3u I2" I" 3111 MAX. SIZE NATIVE SOIL, COMPACTED 95% — 6" MAX. SIZE NATIVE SO I L, COMPACTED 90% d LZ A P4 / Itn r 11)'' M i KI COMPACTED EARTH DRAWN BY iP/C� JD i CITY of FONTAN A CALIFORNIA CHECKED BY cam, F•+�, ��. ,�,�rc. STD: APPROVED BY " D E TA I L STANDARD TRENCH REPAIR • DATE - /G -aG City Engineer 131 BENCH MAR K S. B . CO. Brass Disk 13-1 4.5 miles west along S. P. R. R. from Sierra Avenue Overcrossing E 0.5 miles east of Etiwanda Overcrossing, Headwall for Bay of 5 large CMP over Etiwanda Wash. Elevation 993.449 ft. Equation: Add 0.26 ft. to plan el-evation to obtain benchmark datum. DATE REVISION SELECTEP N I" MAX. 51 TO 90 % TYPICAL BEDDING, FOR 8" VC.P• LE 55 THAN 10' DEEP 5E1-115CTEI2 NATIVE SOIL- - • • • - -• I" MAX, SIZE COMPACTFV - N TO 190% j + W p I /4 To 3/�f7.0 H o KOGIC BEVVINC� �c G `TYPICAL BEDVING1 FOR 8"1/.C.I' 10' Ok DEEPEN CK.B krueper engineering & associates civil engineering • land surveying PUBLIC 568 north mountain view, suite 230 san bernardino, california 92401 DESIGN BY 884-2159 DRAWN BY CITY OF FONTANA WORKS DEPARTMENT SCALE AS t�oT� T>alLoe DAT E IMMUNE 7 FRED J. BABBITT R.C.E. 27674 DATE CHECKED BY APPROVED BY EXP. 3-31-90 �'C' CITY ENGINEER R.C.E. 18932 . W zfb 87 DWG. NO. 0 SELECTED NATIVE SOI.12 L_ • "• < < . 1 SAW CUTTING EDGES ` (D X .... 10� IO t '' .• ' PER CITY PLANS a SPECS MAY BE REQUIRED v. . to BEDDING SHALL BE IN ACCORDANCE W a TRENCH WIDTH Wlk"E M55H W/ NOTE 11, PIPE CL. a D- LOADING O.D.-= OUTSIDE DIAMETER OF PIPE • . " l =CLa-12 MIN. E'= 12" MINIMUM OR AS DIRECTED .' t� L. All excavation within the City of Pouters right—of-way requires as excavation permit 7. All edges of existing pavement being joined and surface being ••P ,- � � • J from the Public .Works Department. overlaid shall receive a tack coat of asphalt saulsioa. �`•'l ,. 2. Underground service Alert shall be notified 8. Trenches of 300 feet or more to be paved .0 2 working days prior to start .of work 1-800- 422-4133.- with a self-propelled paving machine. 9. Any street paved or resurfaced in the ' 3. All excavations sHall be sada, protected, and previous 36 mouths where the trench ex- (� �• suported as required for safety and in the tarda from the curb sore than 7 feet or momser sat forth in the operations rules, orders, is in a trawled lane, will require an and regulations prescribed by the California overlay'25 feet in both diiections from tlivisioe of lnd,"trial Safety. the eenterline of trench. Per number 8 above. 4. Cempaetiou of backfill shall be verified by contractor and approv*4 by the Department of 10. If trench failure should occur, the per- er '' • Public Public.Works prior to the placing of the parse- sitt+e/developer will be notified of as mh vement. such deficiencies sad allowed to remove, S. Permanent pavement shall be replaced within S replace, remedy this work. Upon failure of the eoutvaetor to promptly comply avA \ days of excavatio+, a minimum 2 -inch thickness under order of the City Hngineer, tvonck of temporary asphalt paring shall be placed with- failures shall be remedied, removed, re- in the trench area until permanent repair is placed at permittee/developer sole expense. is completed. The temporary paving shall be Placed and compacted in such a manner as to pro- 11. lleddinq satsrial shall be sand, gravel, vide a safe DO F.46.1. N and smooth traveled surface. Permit- crushed aggregate, or native free -drain- Q tee shall maintain the temporary pavement in a ing granular material having a sand equi- safe and smooth condition until perasumt paving s is in valent of not less than 30, and shall have CON place. a percentage composition by weight which �. conforms to the following gradings 6. Prior to placement. of permanent paving, existing Pavement shall be cut to a neat straight line. 'Sieve sites Percentage Passing Sieves Pavement cracked adjacent to the trench shall be removed. 2-"2.........•...........90-1°° PROTECTIVE BLS No. 4 .....................35-100 _CONCRETE DRAWN BY iP/C� JD i CITY of FONTAN A CALIFORNIA CHECKED BY cam, F•+�, ��. ,�,�rc. STD: APPROVED BY " D E TA I L STANDARD TRENCH REPAIR • DATE - /G -aG City Engineer 131 BENCH MAR K S. B . CO. Brass Disk 13-1 4.5 miles west along S. P. R. R. from Sierra Avenue Overcrossing E 0.5 miles east of Etiwanda Overcrossing, Headwall for Bay of 5 large CMP over Etiwanda Wash. Elevation 993.449 ft. Equation: Add 0.26 ft. to plan el-evation to obtain benchmark datum. DATE REVISION SELECTEP N I" MAX. 51 TO 90 % TYPICAL BEDDING, FOR 8" VC.P• LE 55 THAN 10' DEEP 5E1-115CTEI2 NATIVE SOIL- - • • • - -• I" MAX, SIZE COMPACTFV - N TO 190% j + W p I /4 To 3/�f7.0 H o KOGIC BEVVINC� �c G `TYPICAL BEDVING1 FOR 8"1/.C.I' 10' Ok DEEPEN CK.B krueper engineering & associates civil engineering • land surveying PUBLIC 568 north mountain view, suite 230 san bernardino, california 92401 DESIGN BY 884-2159 DRAWN BY CITY OF FONTANA WORKS DEPARTMENT SCALE AS t�oT� T>alLoe DAT E IMMUNE 7 FRED J. BABBITT R.C.E. 27674 DATE CHECKED BY APPROVED BY EXP. 3-31-90 �'C' CITY ENGINEER R.C.E. 18932 . W zfb 87 DWG. NO. 0