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O i GROUT MOLE INSIDE DIAMETER
T ROUGHEN SURFACE LIGHT WEIGHT METAL
r' SLOPE 1.0% INSERTS. TYPICAL FOR
ROOF AND FLOOR SLABS.
JOINT DETAILS GROUT RAIL IN PLACE
PER NOTE 7
VERTICAL SECTION 5M1150 ,,,,,, (•5416.1 OC
TYPICAL TOP &
BOTTOM OF SLAB
40 w (1 1/2.1 GROUT 445M (051
HOLES FOR FLOOR SLAB DIAGONALS
6O0 ( L" 625 •rn
(24•)
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DETAIL A SECTION B—B
SECTION A—A ROTATIM to' FMMtso609111113itr W-TAKA
FOR FL410R AND MW BLASB
AFRICAN PUBLIC rMORICs AssoclATloN - s01ni+Pp0NLAAhkwVMETRIC
PLOX V1000 EeN cALIFORlNA C1(AP1tER
_ _ STANDA110 PLAN
XTANDA� Or_ VANcawwniz HOLE SHAFT SAFETY LEDCsE 330-1
"t"' "" USE IIIRrII sTA1MVAI10 sPEcwcnTMOMn FOR PITC wOnlas OOIGiRi1C71011 SIFT 1 OF
ETES .
1. MANHOLE SHAFT SAFETY LEDGE WILL BE NOTED ON THE PROJECT
DRAWINGS WHEN REOUIREO. IT IS TO BE CONSTRUCTED WHEN DEPTH
OF MANHOLE TO INVERT IS GREATER THAN 6 nIt2001 AND MANHOLE
SHAFT IS GREATER THAN 3 m(10').
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2
BASIS OF BEARINGS:
THE NORTH LINE OF THE SOUTHEAST 1/4
OF SECTION 23 T.1 N R.6W S.B.M. SHOWN
AS N89059'1 8"W
PER AMENDING TRACT MAP
NO. 13750, M.B. 250/486
BENCH MARK:
LEGAL DESCRIPTION:
BEING A PORTION OF SECTION 23,
AND 24, TOWNSHIP 1 NORTH,
RANGE 6 WEST, SAN BERNARDINO
BASELINE AND MERIDIAN.
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
OWNER/DEVELOPER
FENTEX HOMES
2280 alVardlow Circle, Ste 150
Coro
na, CA 928$0-2896
Ph: (909) 279000
Fax: (909) 273-2100
4 �
DIAL TWO Y[1RKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND
SERVICE ALERT
QRpFESS%pN
H UR
SEE NEW SOILS REPORT coo �2�
�
No. 31681 z �
Exp. IZ 3/
Albus-Keete $Assoc. � x?
1403 Nort
2. A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MANHOLE IS
REQUIRED.
3. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 AND SHALL
BE ANCHORED 100 IlMlll t41
IN THE WALL OF THE STRUCTURE. STEPS
SHALL BE PLACED TO MATCH THE SPACING OF THE MANHOLE SHAFT.
4. REINFORCEMENT SHALL BE PER ASTM A 615M. GRADE 300 (ASTM A 615.
GRADE 40) AND SHALL TERMINATE SO RMII (21
CLEAR OF.CONCRETE
SURFACE UNLESS OTHERWISE SHOWN.
S. GROUT HOLES. PIPE AND FITTINGS SHALL BE PROVIDED IN THE FLOOR
SLAB. PRESSURE GROUTING SHALL BE USED TO FILL VOIDS AND TO
SECURE UNIFORM BEARING. THE GROUT SHALL BE NEAT CEMENT
GROUT AND
GROUTING PRESSURES SHALL BE AS DETERMINED IN THE
FIELD BV THE ENGINEER.
6. PIPE RAIL SHALL BE FABRICATED OF 32 R,IN (1 1/41 STANDARD GALVANIZED
PIPE COMPOSED OF TWO SECTIONS 2.25 to (7'-6•) b 450 RNR (18•) IN
LENGTH JOINED BY A GALVANIZED COUPLING. THE COUPLING SHALL BE
THREADED A MINIMUM OF 50 RMlll (21
ON EACH PIPE LENGTH.
T. ROOF AND FLOOR SLABS SHAD. BE PRECAST AND KEYED FOR
REINFORCED CONCRETE PIPE SECTIONS AS SHOWN. ALL JOINTS SHALL
BE FILL
ED WITH CLASS C MORTAR AND NEATLY POINTED OR WIPED ON
THE INSIDE.
8. 1800 nNn (721 RCP SHALL
BE PROVIDED WITH TWO CIRCULAR CAGES OF
REINFORCEMENT.
9. 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 SMALL BE METRIC VALUES. EXCEPT REINFORCING
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR
SIZES.
IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLAN IS INCORPORATED HEREIN=
324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 9001nn1 (36.)
WITHOUT REDUCER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AII�cAN Pusuc w�Owcs A3sOC1ATN3N - sOUTHERl�1 CALIFoiwA CHAPTBt STANDAM
PI�w
MANHOLE SHAFT SAFETY LEDGE 330 -1
SHEET
RAWI PICT
h Batavia Street
Orange, CA 92867 CA
Ph: (714) 744-9760
Fax: (714) 7449750
REV. REVISION DESCRIPTION DATE ENGR, CITY DATE SEAQ-DYGINEER
Ess/ DOE7
I & %remar� Inc.
QadF
131317A Civil Engineering •Planning •Surveying •Public Works
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN Z-3 9130 Anaheim PI., Ste. 120• Rancho Cucamonga, CA 91730.909-484-9090
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER No. 31 Gal = � PREPARED UNDER THE SUPERVISION OF:
MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO *Exp. 12/31/04 *.
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. C/VtV �r
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CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
DRAWN BY: MSM DUNCAN CANYON RD. &ROADRUNNER RD. SCALE: 1"=40'
DESIGNED BY- DETAI SHEET DATE:
MSM SEW PLANS NOV 2003
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RAWI PICT
h Batavia Street
Orange, CA 92867 CA
Ph: (714) 744-9760
Fax: (714) 7449750
REV. REVISION DESCRIPTION DATE ENGR, CITY DATE SEAQ-DYGINEER
Ess/ DOE7
I & %remar� Inc.
QadF
131317A Civil Engineering •Planning •Surveying •Public Works
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN Z-3 9130 Anaheim PI., Ste. 120• Rancho Cucamonga, CA 91730.909-484-9090
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER No. 31 Gal = � PREPARED UNDER THE SUPERVISION OF:
MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO *Exp. 12/31/04 *.
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. C/VtV �r
� cA��E� � cx,� 21 f 81 03
HA A L N. A
I REGoRO DRAWL K G 141l48 H•G'. 4
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CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
DRAWN BY: MSM DUNCAN CANYON RD. &ROADRUNNER RD. SCALE: 1"=40'
DESIGNED BY- DETAI SHEET DATE:
MSM SEW PLANS NOV 2003
MUBY*
0 BY: DRAYMNG NO.: 9
RlB 3417
C Y ENGI ER R_C_E_ 51152 DA
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