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Home My WebLink About1450B-3/ i a i +: A E T.P Saff__—geWer._S _r - Q::. A B Clearance between top of sewer - pipe and steel reinforcement - Invert of cast In shall be a minimum of 11/2" place Storm Drain #5 Bars #4 Bars Long. Steel,— b ' " - �-�Q cut 2 clear 45 `a' A p. a 'e: Ip of sewer. -- 6• Min. SECTION A -A 'A CASE I For existing and new sewers less than 15 Inches In diameter where (aC clearance between bottom of Cast in Place Storm Drain apd top of San. Sewer Is less than 6 inches , and where the sewer Is approximately at right angles to the Storm Drain. Irt SECTION 8-8 )KThe sanitary sewer shall be C.I.P, unless otherwise specified. Clearance between top of sewer pipe and steel reinforcement shall be a minimum of 4 inches. #4 Bars @ 18"----11 Long. Steel,- , .i cul 2" clear c ° of sewer. Invert of cast In place Storm Drain " Flexcell isoplace over-be(fs of pip Bars Spring Line sour against indisturbed earth &5 Bars. Terminate 2" from end of cont. SECTION C -C CASE III 'JII Where clearance between bottom of Precast Pipe Storm Draln and top of sanitary sewer Is less than 6 Inches. Sonitary sewer shall be C.I.P unless otherwise specified. Symmetrical About Sealer f E p Pour against ------- s•'''i.: x ;.a; c.1D + c a undisturbed earth %- r�-; o °- :'� ' L4 �,� O \ Spring V.C.P. San. Sewer---- \6/" �, � 6„ - Line I�fi` /� ,Sv' ,fir. • Min-. titin. E D HALF SECTION E -E HALF SECTION D -D Use when sewer is being Use when sewer is constructed and Is less existing or 15" In Pour against undisturbed earth-----� I---f3M--I CASE �_ than 15" in dim. dim. or larger. CASE ]I _ 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 Cast In Place Storm Drain from the Public Works Department. receive a tack coat of asphalt asulsioa. and top of sanitary sewer is less than 6 Inches. Underground Service Alert shall be notified S. Trentham of 300 feet or more to be paved The encasement for the sewer between the limits of the encasement and the face of Supersedes drawing of some number dated NOV. 58 tilt storm drain shall be as shown In Case T4: , Sec. D - D . REVISIONS LOS ANGELES COUNTY • MARK DATE DESGHIPTION FLOOD CONTROL DISTRICT GENERAL NOTES A 9-6-62 Revised Note 2 i I. Where C.I.P. Is called fay, the Sanitary Sewer shall be constructed or replaced with standard cast Iron 11-3-6 Added Note 4 L1 PROTECTION FOR MAIN LINE soil pipe In the case of house connections, or with class B or class 150" cast Iron pipe In the case of main 4-1-72 Revised concrete is in a traveled lane, will require an line sewers. designation AND v2. Concrete for encasements shall be per adjacent structure, except CaseIIY and Case EZ which Wivisiom of Indsacrial Safety. HOUSE CONNECTION SEWERS shall beiQ 420-C- 2000 portland cement concrete. 8 above. 3. The concrete encasement shall extend across the full width of the storm drain trench plus an additional i k, oK,WH •r AFPROV[D ay 12 Inches into undisturbed earth on each side of the storm drain trench: OUIGH[O■v._.-_--___ rwlclo ■r_G; eoutractor and approver by the Department of 10. . `,..• 4. C.I. P.. shall not be used for Los Angeles County Sanitation District` soniiury sewers or for City of Long Beach �'/ JX cH/cKID..�;W.R._-. -, ■u.Ylnlo.r w, ti.__.. ■{COYY■NO■O ■r � - .y SCALE DATE NO. G—' 51 sanitary sewers. �— NONE JULY 61 _ ulvl,loH IHaIH.IK Io..l.w, S11EE'r I OF 1 ,&,. gpv�,e 'I. GPA. -Pt = >t4t:> Glomal, w M"'Y � VmQoge-t7 0 A41rrl-Y t-ogm oil. , TNM plp-oeirrie, c)12' o1145*- ��'fp►r�t,L � AL "Co V. G . r To r)zx---1/E:,1N-T Int v ov,-f ew,N vino P--Y-It:�7 P_0C�►r''Iew r -ro P 1�Ilwr o0ue, C 1; lr le R or riir*q I'I rj�--, 1?iIT1-1aI2 -ealPre, OP r=FT0V_r- I CJ2'41'tIJ 11J Cpl-rloo -ro "'(�k�l% CEXISTING A.C. 6V8ItMAX. 'N AR -4000 3/811 MAX., HOT MIX A.C. AR -4000 3/411 MAX.,HOT MIX A.C. W 3r1 121r Irl 311 MAX. SIZE NATIVE SOIL, COMPACTED 95% — 611 MAX. SIZE NATIVE SO I L, COMPACTED 90% 1211 SELECTED NATIVE SOIL CITY PLANS & SPECS. SAW CUTTING EDGES PER MAY BE REQUIRED BEDDING SHALL BE IN ACCORDANCE W= TRENCH WIDTH W/NOTE it, PIPE CL, d D- LOADING O.A•= OUTSIDE DIAMETER OF PIPE OA•I-12 MIN. *E = 12" MINIMUM OR AS DIRECTED CEMERAL NOTESs 1. All excavation within the City of Fontana 7. All edges of existing pavement being right-of-vay requaree an excavation permit Joined and surface being overlaid shall from the Public Works Department. receive a tack coat of asphalt asulsioa. 2. Underground Service Alert shall be notified S. Trentham of 300 feet or more to be paved 2 working days prior to start of work 1-800- with a self-propelled paving machine. 422-4133. 9. Any street paved or resurfaced in the 3. All excavations shall be made, protected, and previous 36 months where the trench ex- surorted as required for safety and in the tesla from the curb more than 7 feet or mmmmer set forth in the operations rules, orders, is in a traveled lane, will require an ami regulations prescribed by the California overlay 25 feet in both directions from Wivisiom of Indsacrial Safety. the centerline of trench. Per number 8 above. 4. CosEreetios of backfill shall be verified by eoutractor and approver by the Department of 10. If trench failure sb"ld occur, the per - Public Works prior to the placing of the perms- ■ittee/developer will be notified of slant pavement. such deficiencies and allowed to rano". replace, remedy this work. Upon failure 5. Permanent pavement shall be replaced within 5 of the contractor to promptly comply and days of excavation, a siniaum 2 -inch thickness under order of the City Engineer, t wmh of temporary asphalt paving shall be placed with- failures shall be remedied, removed, re- in the trench area until permanent repair is placer at permittee/developer sole expense. is completed. The temporary paving shall be placed and compacted in such a manner as to pro- 11. Bedding material shall be sand, gravel, vide a safe and smooth traveled surface. •Permit- crushed aggregate, or native free -drain - tee shall maintain the temporary pavement in a ing granular material having a sand equi- safe and smooth condition until permanent paving valent of not lose than 30, and shall have is in 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 Percentage Passing Sieves Pavement cracked adjacent to the trench shall be removed. 2-1/2 .....................90-100 No. 4 .....................35-100 ORAWN BY CITY of FONTAN A CALIFORNIA CHECKED BY c:N, F• , �c,/. 4 rc. STD. APPROVED BY D E TA I L STANDARD TRENCH REPAIR DATE - /io -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 & 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 elevation to obtain benchmark datum. No. A4 BARS 0 (P" O.C. 12" MIN. C0MP.'J0A_%C-rEP EARTH 450 ` 45 W I 1� F.... M95H 4 • �� r 1 . 1 ' ' . . . i i ? 1 46 i • r ` ° h 2500 C ON C R E�T MIN. NO.I DATE I REVISION CONCRETE PROTECTIVE BLANKET SELECTEP N I" MAX. 51 TO 90 % c L TYPICAL 13EPPI N C --i FOR 81, V C. P LE55 THAN 10' DEEP 5EL5GTE12 NATIVE '5O1L . I" MAX. SIZE COMPAOTFW z N TO 9O% _ Z „ Q6. (� 1/4 �, To 3/4 �- a� o G TYPICAL 13EDDING-1 FOR 8" 1/. C,i' 10' OR PEEPER CK.B krueper engineering & associates civil engineering ' land surveying PUBLIC 568 north mountain view, suite 230 san bernardino, California 92401 DESIGN BY 884-2159 i DRAWN BY vim` p + t - 7 BY CITY OF FONTANA .WOR KS DEPARTMENT �✓r �V�✓ 2- FCs rJcrr�� CHECKED FRED J. BABBITT APPROVED BY IS'iI'Lt'.� R.C.E. 27674 DATE � C EXP. 3-31-90 CITY ENGINEER R.C.E. 18939 . DATE 8 ZS•S DWG. NO. 3 14Gto) 5