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13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 326. `
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 rrun (36') WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES. XCEPT REINFORCING
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR 64ETRIC TSAR SIZES.
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONRUC'TION SHALL •
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN.,
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC'
329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT
REDUCER
630 610 stun (24") MANHOLE FRAME AND COVER
633 914 m (36") MANHOLE FRAME AND COYER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PU13LIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
STANI0AR0 PLAIN
METRIC
322-1
SHEET 4 OF 4
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259
•� L NOTE S
T I A I T
SECTION A
TOP ELEVATION NOTED ON PLANS
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1. OEMENSIONS:
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N= 9" OR AS NOTED ON PLANS
V- SHALL BE SHOWN ON THE PLANS (& MAX.)
W- SHALL BE 36" OR AS NOTED ON PLANS.
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T- 6" IF V IS 4' OR LESS.
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T- a" IF v IS a' OR LESS
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0- 1a" UNLESS OTHERWISE SPECIFIED.
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A- 36" UNLESS OTHERWISE SPECIFIED.
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2. SEE STANDARD DRAWING CB 106 FOR
.. -:
WALL,, AND FLOOR STEEL REINFORCING
3i/2'
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3. STRUCTURAL CONCRETE SHALL BE CLASS "A".
SPACE PROTECTION BARS 4. REINFORCING STEEL SMALL BE NO 4 DEFORMED
EVENLY ACROSS OPENING
IS" MAX. ON CENTER)
T.. L M T
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SECTION B
BARS. CLEARENCE SHALL BE" r/2" FROM
BOTTOM OF SLAB.
3. THE BASH FIAOR SHALL BE GIVEN A TIGHT WOOD FLOAT
FLASH. CURAVTURE OF THE LP % SIOEWALLS AT THE SIDE
OPENING SHALL NOT BE MADE BY PLASTERING. THE
OUTLET PPE SHALL BE TRIMMED TO FINAL SHAPE i
LENGTH BEFORE THE CONCRETE IS POURED.
S.STEPSly4" PLAN ROUND GALVANIZED STEEL STEPS SHALL
BE INSTALLED 16" APART WHEN V EXCEEDS 4'-6". THE TOP
STEP SHALL BE 6" BELOW THE TOP SURFACE 6 SHALL BE
2�/2" CLEAR FROM THE WALL ALL OTHER STEPS SHALL
BE 4" CLEAR FROM THE WALL ONLY ONE STEP 12" FROM
THE BOTTOM SHALL BE ANCHORED NOT LESS THAN 4"
INTO THE WALL OF THE BASIN.
7.PROTECTION BARS ARE PLAN ROUND STEEL BARS 1"
DIAMETER AND SHALL BE INSTALLED WITH ENDS
EMBEDDED 6".
& ALL EXPOSED METAL PARTS SHALL BE GALANIZED.
9 -SLOPE BOTTOM TO OUTLET FROM ALL DIRECTIONS.
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RIVERSIDE COUNTY FLOOD CONTROL
AND
WATER CONSERVATION DISTRICT CONCRETE.
APPWWO MY. DROP INLET
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DATE,__ AerLa.2og4 I,•(�r,q,n STANOARO DRAWING NUMBER C8110
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2002 DUAL UNITS STD PLAN D94B
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BABE OF BEArl M 80L INGINI $1 * E4? 0 %
C�nASK I kv Al 0 S-fC�E and ASSOC, INC. P
BEairIIOB ARE eAe® ON THE w6eTERLY LME of RTMIEST 2260 Warrlow Ci'da, OUR* 1150 ton K Armando Swat �.q C 1 V 1L
NORTH, RANGE 6 W71 -E NORTIIEAST E SAN ��� � L19W V4 OF LECTION 24 BOTH TOMII�A PORTION � NORTH, RAN13E VAI
MIST, STAN YEW �W CCOUNTYSECTION 23 AND A PORTION OF THE YOF Caw* CA � �� CA 9211106 � F 0 cAL�FO
A8 BHOVM ON THE A3EMING MAP OF 'TRACT 18790, ANO. Ph1(900) 279-4000 Plv (7M) 630-1626
FLED N BOOK 260 OF MAM AT PACES 48 T}610Udi
66, DKXA MVE, N THE OFFICE OF THE COUNTY Far (900) 2T.1-2100 Far. (714) 630-1016
RECORDER OF SAN No COUNTY, B�RECORDA u�//JvGS
NORTH 00'30'ZC WENT.
BENCH MARK: REv. REVLON DESCRIPTION DATE ENGR. CITY DATECITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. O AE1140CASC�pfESS,O,yr,I�
INTERSECTION OF ANCHOT AVE. AMNO CHERRY AVE. THEDD SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTE CANYON
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL E N G I N E E R I N G DRAWN BY.
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 a ARIC M. y', TRACT 16326 SCh'
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � O.S.AS SHOWN
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL Nc, 66M 937 SOUTH VIA LATA, SURE 500 COLTON, CA 92324 WATER ALITY BASIN "A"
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO >a PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE:
BEFORE DAYS BEFORE Exp. 08-30� A.T. AIL SHEET JUNE 2005
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
Y ❑ U DIG YOU DIG CIV 1�- ��� PREP D BY: ARIC M. ORREYSON R.C.E. NO. 66068 DRAINING NO.:
MWDSC 3 INCH BRASS DISK STAMPED "33A 19920. A TOLL FREE PUBLIC SERVICE BY UNDERGROUND SERVICE A6ERT STANDARDS IN EFFECT. rF OF CA�� EXP• TE 6— 0— 0*1 CHECKED BY: AP BY _�
NAVD 88 -1508.56 (FEET) RECO&O ORA t� IAI&S 5/03 AMT g 7
- •/V- DATE: 0 � C.vA cm 3893
ITY ENGINEE .C.E. 51152 DATE:
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BABE OF BEArl M 80L INGINI $1 * E4? 0 %
C�nASK I kv Al 0 S-fC�E and ASSOC, INC. P
BEairIIOB ARE eAe® ON THE w6eTERLY LME of RTMIEST 2260 Warrlow Ci'da, OUR* 1150 ton K Armando Swat �.q C 1 V 1L
NORTH, RANGE 6 W71 -E NORTIIEAST E SAN ��� � L19W V4 OF LECTION 24 BOTH TOMII�A PORTION � NORTH, RAN13E VAI
MIST, STAN YEW �W CCOUNTYSECTION 23 AND A PORTION OF THE YOF Caw* CA � �� CA 9211106 � F 0 cAL�FO
A8 BHOVM ON THE A3EMING MAP OF 'TRACT 18790, ANO. Ph1(900) 279-4000 Plv (7M) 630-1626
FLED N BOOK 260 OF MAM AT PACES 48 T}610Udi
66, DKXA MVE, N THE OFFICE OF THE COUNTY Far (900) 2T.1-2100 Far. (714) 630-1016
RECORDER OF SAN No COUNTY, B�RECORDA u�//JvGS
NORTH 00'30'ZC WENT.
BENCH MARK: REv. REVLON DESCRIPTION DATE ENGR. CITY DATECITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. O AE1140CASC�pfESS,O,yr,I�
INTERSECTION OF ANCHOT AVE. AMNO CHERRY AVE. THEDD SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTE CANYON
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL E N G I N E E R I N G DRAWN BY.
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 a ARIC M. y', TRACT 16326 SCh'
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � O.S.AS SHOWN
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL Nc, 66M 937 SOUTH VIA LATA, SURE 500 COLTON, CA 92324 WATER ALITY BASIN "A"
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO >a PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE:
BEFORE DAYS BEFORE Exp. 08-30� A.T. AIL SHEET JUNE 2005
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
Y ❑ U DIG YOU DIG CIV 1�- ��� PREP D BY: ARIC M. ORREYSON R.C.E. NO. 66068 DRAINING NO.:
MWDSC 3 INCH BRASS DISK STAMPED "33A 19920. A TOLL FREE PUBLIC SERVICE BY UNDERGROUND SERVICE A6ERT STANDARDS IN EFFECT. rF OF CA�� EXP• TE 6— 0— 0*1 CHECKED BY: AP BY _�
NAVD 88 -1508.56 (FEET) RECO&O ORA t� IAI&S 5/03 AMT g 7
- •/V- DATE: 0 � C.vA cm 3893
ITY ENGINEE .C.E. 51152 DATE:
coLLJ
BABE OF BEArl M 80L INGINI $1 * E4? 0 %
C�nASK I kv Al 0 S-fC�E and ASSOC, INC. P
BEairIIOB ARE eAe® ON THE w6eTERLY LME of RTMIEST 2260 Warrlow Ci'da, OUR* 1150 ton K Armando Swat �.q C 1 V 1L
NORTH, RANGE 6 W71 -E NORTIIEAST E SAN ��� � L19W V4 OF LECTION 24 BOTH TOMII�A PORTION � NORTH, RAN13E VAI
MIST, STAN YEW �W CCOUNTYSECTION 23 AND A PORTION OF THE YOF Caw* CA � �� CA 9211106 � F 0 cAL�FO
A8 BHOVM ON THE A3EMING MAP OF 'TRACT 18790, ANO. Ph1(900) 279-4000 Plv (7M) 630-1626
FLED N BOOK 260 OF MAM AT PACES 48 T}610Udi
66, DKXA MVE, N THE OFFICE OF THE COUNTY Far (900) 2T.1-2100 Far. (714) 630-1016
RECORDER OF SAN No COUNTY, B�RECORDA u�//JvGS
NORTH 00'30'ZC WENT.
BENCH MARK: REv. REVLON DESCRIPTION DATE ENGR. CITY DATECITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. O AE1140CASC�pfESS,O,yr,I�
INTERSECTION OF ANCHOT AVE. AMNO CHERRY AVE. THEDD SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTE CANYON
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL E N G I N E E R I N G DRAWN BY.
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 a ARIC M. y', TRACT 16326 SCh'
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � O.S.AS SHOWN
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL Nc, 66M 937 SOUTH VIA LATA, SURE 500 COLTON, CA 92324 WATER ALITY BASIN "A"
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO >a PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE:
BEFORE DAYS BEFORE Exp. 08-30� A.T. AIL SHEET JUNE 2005
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
Y ❑ U DIG YOU DIG CIV 1�- ��� PREP D BY: ARIC M. ORREYSON R.C.E. NO. 66068 DRAINING NO.:
MWDSC 3 INCH BRASS DISK STAMPED "33A 19920. A TOLL FREE PUBLIC SERVICE BY UNDERGROUND SERVICE A6ERT STANDARDS IN EFFECT. rF OF CA�� EXP• TE 6— 0— 0*1 CHECKED BY: AP BY _�
NAVD 88 -1508.56 (FEET) RECO&O ORA t� IAI&S 5/03 AMT g 7
- •/V- DATE: 0 � C.vA cm 3893
ITY ENGINEE .C.E. 51152 DATE: