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Home My WebLink About5573-22 111-•"—i EXISTING NON-METALIC ."MIN TABLE A �_- PIPELINE DEPTH OF COVER ALTERNATE LETTER NOTE: •; • •° ;• --3 » „LOCATION MANHOLE FRAME COVER SHALL BE ALHAMBRA FOUNDRY TYPE / '° : HAND PLACED BACKFILL \ z S 0 - 8 -0 8 -1 - 16 -0 16 -1 - 25 -0A-1252 (48” M.H.) OR TYPE A-1325 (60" 72" 84" 96" AND 120" M.H.) >\ -..• _ % 1/2 THICK PREFORMED ``N.N1\ `�°. � EXPANSION JOINT ��.��. M. OR LONG BEACH IRON WORKS TYPE X-106B (48" M.H.) OR TYPE / T BAR T BAR T BAR •,:••CB •w.o ••:•• » » �, MATERIAL BETWEEN i C{3N _ . :: :: � m X-106A (60", 72", AND 84 M.H.), OR APPROVED EQUAL. f' ' 1.>>;_.;,. • •'•••'•••'•••••••'.••'•••••••'•••••`• °° FRAME AND COVER SHALL BE BITUMINOUS COATED AND WEIGH ;, ,� PIPE AND CONCRETE •q-: % :; % 4 8" 4 8" 4 9 1/2" 5 .•.....•.•...•.•.•.. 1-1/2 LETTERS IN �4,,>j ' j o BC/8 MAX. ';;�;';';';;'�;'��'�;'��'�'��'�� 6 x 9" BOX AMINIMUM OF 540 POUNDS (48 M.H.) OR 680 POUNDS (60 , a' \/�� GRANULAR MAT'L Li --;�-�•--� BC/15 MIN. 5 8" 4 9" 5 11" 5 •.. .•4..... •�.....•.� 72 84 96 AND 120 M/H.) THE COVER SHALL HAVE 2 PICK. . t.,.,,t t-i.1„ Kco t..•.•. .•.�.•. ' ' B �2 6 8 1/2" 5 10 1/2" 5 12 1/2" 6 ►`:`:❖:A:•: SEWER ':•:.;.;.;.;. 4__ .. 0 (4 MIN.) - ,. •••••♦•••• •••••••••••• UNDISTURBED g 5 11 1/2" 6 13 1/2" 6 .....•........•..... EARTH .00000-.o•.`.o-.000000• - CASE 1 V•••�•�••�•:�� 8 10" 5 12 1/2" 6 15" 7 - �'•' NOT To SCALE CLASS A—III / 3000 P.S.I. CONCRETE BEDDING DETAIL NOTES: TRENCH SHORING AND TRENCH WALL 9 11" 6 13 1/2" 6 16 1/2" 7 21• a• SLOPING SHALL BE IN CONFORMANCE 12" 15" „ TOP VIEW \' PIPE O.D. EXISTING NON—METALIC WIDTH OF DUCT10 6 7 18 7 COVER DETAIL ,�,,,, ` d d : /\ \/\\/\/�; N +8 +8' 6"MIN OF WITHINDUSTRIAL SAFETYRREQU REQUIREMENTS ENT \ / /\, PIPELINE11 13" 6 16" 7 19 1/2" 8 rAND THE REQUIREMENTS OF THE PROJECT ' o . \/ / /� 4" TYP. EXISTING POWER OR 4" TYP. ECT / // TELEPHONE DUCT SPECIFICATIONS. ` 12 13 1/2" 6 17" 7 21" 8 CEMENT MORTAR �� ,/ /\j~ ~ rDOD1 �.:, o �\ \ \ \ \\ 1/2" THICK EXPANSION 000 I 1/2" �/ / /,/ L6�� ODD BC/4 (5„ MIN.) 13 14 7 18 1/2 7 - - \\\ JOINT FILLER MATERIAL �� • • \/\\ ASPHALT PAPER • • • x '/` - 3000 P.S.I. CONC. ao x 14 15 1/2" 7 20" 8 - - 1 • SUPPORTta • •' >, e °• // L`::' •''' 15 16 1/2 7 21" 8 - - ROAD WAY SHOULDER % GRANULAR MAT'L Gcti-; , t t �i ,. m- BC/8 (BC/15 MIN.) 16 17 1/2" 7 - - - - ALTERNATE GROUND SURFACE ONLY IF / �•, (4"M 17 18 . 1/2 8 - - - - MANHOLE IS SPECIFIED TO BE BURIED " ' �'`r"s'1''"' ice `••i'"••'•nII III' UNDISTURBED \\\\a /� /\ \X/\4* \/\�/�\�//.•/.,.//U • /'moi\//' \' • \/\�/��//�\/ice/�,i/�/�/i//�//1/ �\ EARTH '�/�r r 8 M I N. 18 19 1/2" 8 - - - - o „ \� >,/,/e�. /•.s'•.s 12"MAX. Q 5 ' /, » 12" 3000 P.S.I. CONCRETE BACKFILL TYP. 12 CLASS A—IV Lu STREET SURFACE SECTION B—B r I NOT TO SCALE TABLE B tx Y MIN. BEAR. ; . - . s % Wv ax. ;`1 • :,-,•. r•�' Z DEPTH OF COVER B GROUND 2v30” 1 '.1....::.:"..7, N { z .� 0' — 6'-0" 0' — 18'-0" 18" -• . - • CLEAR. OPENING. . �• .. • SURFACE : . . , e a :� , �. \/ '/\ Y`,/�� Z • ? 'a ,• •� .-: :: - .::.. j �/ /. #\j�\i MIN. BEARING SHALL % ' z� r: 0' „ CEMENT MORTAR / /\'''•e\/ //\ v✓ BE 1/2 O.D. OF K� . z 12'-1" - 15'-0" 24 / //\\ /\\/�� C 5 SUPPORTED PIPE GRANULAR MAT L • t , N j\ 1:•:�.s ASPHALT PAPER WRAPPED / „r,�,, - -- _-r►�_- • te''''n,�.�\'/�`:2 0' - 7'-0" 1 g" UNDISTURBED EARTH- 16'-1"' = 3000 P.S.I. _ I PIPE O.D. +8 » C 16 -1 - 25'-0" 7'-1" - 10'-0" 24' CONC. BEAM " I , (TYP.) 1., 6 MIN. CLASS A-V 1C-1" - 12'-0" 30" � SEE TABLE B TYP. 10 MAX. OPEN FIELD ROADWAY PIPE LINE57,,:il:- TNSEE TABLE A • CASE 2 FOR SIZE OF BARS HAND PLACED BACKFILL ��`\�\ N TABLE C SEE TABLE ANMIN. . \, CLASS 150 PIPE CLASS 200 PIPE ENTRANCE S — AFT DETAILS NOT TO SCALE SPACING OF BARS *,. \ DEPTH •NOT TO SCALE SHALL BE 4" O.C. /' �� BC/2 COOF VER INSIDE DIAMETER INSIDE DIAMETER MANHOLE DIMENSIONAL DATA •> 1 7. DIA. TYPE A B C D r "t 6» 8" 10" 6„ 8" 10" 48" REINF. 36" 30" 2" 4 1/8" SECTION C-C GRANULAR MAT'L t, t , A '. ..5. 00 (4"MIN.) NOT TO SCALE ,z , i = ;'r E m 0'-8' 8'-6" 11'-0" 13'-0" 8'-6" 11'-6" 13'-0" 48" NON-REINF. 30" 30" 6" 6 60" REINF. 36" 30" 5" 5" UNDISTURBED EARTH \ \ / 8'-1" -. 16' 6'-6" 8'-0" 10'-0" 6'-6" 8'-6" 10'-6" 72" REINF. 36" 30" 6" 7" REPLACE NON-METALLIC PIPE 16'-1" - 25' 5'-0" 6'-0" 8'-0" 5'-0" 6'-6" 8'-6" WITH CAST IRON PIPE FOR APPROVED RUBBER GASKETED THIS SEE ESHEETNTRANCE CE SHAFT DETAIL 84" SEE DETAIL DWG. C-16 REQUIRED SIZE AND STRENGTH 0-RING OR SEAL JOINT CLASS B 96" SEE DETAIL DWG. C-16 ,SEE TABLE C HERE ON. •,` rip 6»MIN. /��/ I \ JOIN EXISTING V.C.P. 120" SEE DETAIL DWG. C-16 5 / B 91 --'"1011141!51:1) � -� - OR CONC. PIPE 10"MAX. 1. ALL CROSSING HOUSE LATERALS 10" AND SMALLER SHALL 3" LEVELING_` C� _C `� \�Ip� BE SUPPORTED BY USE OF CASE 3 PIPE SUPPORT DETAIL. RINGS AS REQUIRED C I B DIA..... '/' C __ 4" MIN. \�� - \ LSD ALTERNATIVE TRENCH / ' i2"MAx. J 4. ; h „ / ,a\\� 2. ALL NON-METALLIC CROSSING PIPELINE AND CONDUITS WITH � SLOPE CONFIGURATION s'MIN. I �. - -1/- i -Ir '�� 18 MIN' - ,/ 18”S N z 18" OR LESS CLEARANCE, EXCEPT THOSE COVERED BY • I el 2 EA.- 4' LENGTHS x-\ . \ NOTE V !/ j .I I wl I EXITING '�\; �.�f:4.: :._ :, �;�: a COMPACTED BACKFILL `�``\\ .- g 1 ABOVE, SHALL BE SUPPORTED BY USE OF CASE 1 � �' HAND PLACED BACKFILLPIPE SUPPORT DETAIL. Q /:x I ALTERNATE PRECAST _,A -• , Y I V- I I- I MANHOLE \ : x'- r,-..." ' \Cily: 4 CONCRETE MANHOLE L; __I ! .;:� � : / � .I• /\�\,.)' /'��• 'k • BC 6 MIN. ALL ON METALLIC CROSSING PIPELINE AND CONDUITS NOT i f ENTRANCE SHAFT LOCATED ��/\�\'� / COVERED BY THE ABOVE NOTES 1 OR 2 SHALL BE SUP- tpill {l. f �V� AS DIRECTED BY ENGINEER GRANULAR MAT'L 't'' • (4"MIN.) PORTED BY USE OF CASE 2 PIPE SUPPORT DETAIL. - 1 A _ Ain . O A ;T ;; j m 4. BACKFILL SHALL BE BROUGHT UP UNIFORMLY ALONG 0 = ACASE 3 Z 0_ 48 DIA. UNLESS D �_ )/ _M!. v c7 D w •t _ _e.L ifip0 NOT TOSCALE ,yam\ / BOTH SIDES OF THE PROTECTED PIPE AND SUPPORT SO o ;L OTHERWISE NOTED .1: UNDISTURBED EARTHAS TO INDUCE NO UNBALANCED FORCE. w N w oI ON PLAN .•I d _ro Qw .1. i I , 4»MIN. • INLET �� _- CLASS C 5. CROSSING METALLIC CONDUITS 3 INCHES (NOMINAL SIZE) SLOPE SHELF LE AND LARGER SHALL BE BACKFILLED TO 2'-0" BELOW THE Q 0 L• 1"/FOOT '1 , / ALL SHELVES TO HAVE \ tz lo w I • aIi; CROSSING CONDUIT WITH CLASS 2 AGGREGATE BASE. 1• . p - I ' COARSE BROOM FINISH \ '� /� MATERIALS AND INSTALLATION SHALL BEP R •a PIPE �� \//\ a E CALIFORNIA O 1'. DIA. •j COLLAR OF /`\\�l/�\//?/�� DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, NOTE: - s 3000 P.S.I. HAND PLACED BACKFILL �`\\., "SECTION 26 (JAN. 1978 EDITION)". THE TRENCH SHALL • • • THEN BE BACKFILLED TO 12 OVER THE CONDUIT WITH INVERT ELEVATIONS AS • CONCRETE SHOWN ON PLAN AND • :i>. /, `� `/ CLEAN, MOISTENED SAND (SAND EQUIVALEND OVER 30), - \ BROUGHT UP IN LAYERS OF NOT OVER 6" AND MECHAN- PROFILE. T 1 1. a z _J 2 EA.- 4' LENGTHS L =\ , ICALLY COMPACTED TO A RELATIVE DENSITY OF AT LEAST -_L_- 1 • N /� ,4 •e'W 90% WITH SPECIAL ATTENTION BEING GIVEN TO THE PIPE Q\ /i ENTERING SECTION D-D UNDISTURBED EARTH �� b" ` ' p" BOTTOM AND HAUNCH AREAS OF THE BACKFILL. ►Z ; MAP MANHOLE , �� ' : . • NOT TO SCALE HAND SHAPED BC MIN. . 3000 P.S.I. FIRM UNDISTURBED GRANULAR MATERIAL SHALL BE IMPORTED CRUSHED STONE pFESS/ CONCRETE BASE SECTION A— A PLAN SOIL CONFORMING TO ASTM D448#67, HAVING THE FOLLOWING �p � NOTE: CLASS D GRADUATION: ��'� Wilson F. So PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS Ii N 100 PERCENT PASSING 1 IN. SIEVE; CC,, 90-100 PERCENT PASSING 3 4 IN. SIEVE; , OF A.S.T.M. C478 AND BE DESIGNED FOR AASHTD H2O A J" BUILT O / w No. C 2 651 m 20-50 PERCENT PASSING 3/8 IN. SIEVE; cc LOADING. • PIPE SUPPORT DETAILS 0-10 PERCENT PASSING #4 SIEVE; Cid 7� DRAWING BEDDING D I f� G DETAILS 0-5 PERCENT PASSING #8 SIEVE; q 3 STANDARD SEWER MANHOLE W/ECCENTRIC CONE NOT TO SCALE NOT TO SCALE SLAG, PEA GRAVEL OR OTHER ALTERNATIVE MATERIALS WILL `i'T Exp %9 \P / NOT BE ACCEPTABLE IN LIEU OF CRUSHED STONE. 9j�. OSL NOT TO SCALE , OF CPI-\F DATA PROJECT ENGINEER APPRCLVED BY: SHEET DESIGNED BY: M P'r PREPARED BY: SCALE: 1 Q i -�5-�� WILSON F. so & ASSOCIATES, INC. �' � ✓✓re"./' CHINO BASIN MUNICIPAL WATER DISTRICT 8 AS SHOWN /, MICHAEL PODS RACZ R.C.E. N 3 DATE f 1 g DRAWN BY: J• B.C. 16018 TUSCOLA RD., SUITE 1, P.O. BOX 368 C.B.M.W.D. - PROJECT MANAGER DATE OF "AS-BUILT" DRAWING: CHANGED DRAWING NUMBER TW. 523/90 SUBMITTED BY APPLE VALLEY, cAUF. 9230 WORK ORDER N0. DRAWING N0. FROM C-17, 04573-18 To C-17A, D4573-ISA W.F. so �, ,A (o_15_g (619) 242-2365 FONTANA INTERCEPTOR RELIEF SEWER PHASE II CHECKED BY: REV. REVISION DESCRIPTION BY DATE WILSON F. SO R.C.E. No. 21651 DATE 1510-570RR MISCELLANEOUS DETAILS C— �� D-4573-18 A/I\