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CASES E, F AND G. (CASIS E A N'O G)
—AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PWI
METIM;
LOCAL DEPRESSIONS AT CATCH BASINS 313-1
SHEET 3 OF A
N 0 T
I ALL EXPOSED EDGES SHALL BE AQVNE)ef) TO A 16 rnin (HALF INCH) kADFLIS,
2. THE CURB FACE AT POINTS A AND D $HALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CLIAS FACE AT POINTS 8 AND 0 ISHALL. BE THE NORMAL CURB FACT" ,OF THE ADJACCOT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANOARO PLAN).
3, IN EXISHNG STREETS WHERE NO PAVEMENT REMODELINO IS .INDICATEDi THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPRSSION SHALL FS -ET T14E FINISHED STREET SURFACE4
4. IN NEW STR51-M, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF POINTS F AND 0 SHALL BE SCT Ii l HIG.HeR THAN THE GUTTM F�OY
ELEVATIONS AT POINTS A AND 0. RESPECTIVELY,
THE, ELEVATION$ Or POINT$ � ANO R SHALL BE SET H2 HIGHER THAN THE OUTTtR FLOIN LIKE
ELVIA'OONS AT POINTS B AND C,, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H,4 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUT'IER ADJACENT TO THE LOCAL DEPRESSION, 'THE Ef- EVATION OF ?O(f-IT
E SHALL SE SET fi:j HIGHER THAN THE ELEVATION AT THE NEAREST TOE OFCURB,
5. DIMENSIONS -
H NOTED ON THE PROJECT PLANS.
NOT0 ON THE PROJE(IT PLANS.
NOTED ON THE PROJECT PLANS,
NOTED ON THt PROJECT PLANS,
G 600 Mal ( Feet)
Fa 45 Feet)
L 1.8, fn (6 Foot)
)41 1.2 r (4 Feet)
N 1. 5tri (5 Feetl
`010 CATCH BASIN W FOR ONE CATCH BASIN OR DISTANOE BETWEEN EXTREMIS END WALLS
FOR M�UtIPLE CATCH SASINS.
ttE THICKNESS Or THE LOCAL DEPRESSION SHALL SE 200 M= (8 II CHESh
IDMENSIONS 314OWN ON THIS PLAN FOR METRIC AND ENOLISH UNIrl, ARE NOT EXACTLY EQUAL
YALUES., IF METRIC UNITS ARE USED, ALL VALUES USED FOR.CONSTRUCTION SHALL 8E M111."ITRIC
VALUES, EXCEPT REINFORCINO OAR SIZES IN ENOLI-SH UNITS MAYBE SUBSTITUTED FOR METRIC
aP*;? SIDES, IF ENGLISH UNITIS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENOLISH
VALUES,
ICAN PUBLIC WORKS ASSOCIATION - $OUT HER N CALIFORNIA CHAPTER vAN
CARD PLAN
STRIC
LOCAL DEPRESSIONS AT CATCH BASINS 3T3 -I
SHEET 4 -OF 4
F
D�! F
'PLAN
(SHAFT NOT SHOWN)
WLamns low
Of SPUR I
WITH A VA)L
OF 100 ni
MANHOLt
S14AFT J
Zio
PtA S TO. it
PLAN�24 v
STEPS
SO
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II
50
PIPE SEAT
ELEV. S
ism
Sol
16M 0 450 mm 1#4 0 1 8,A) 00
BOTH WAYS. To at USED
F
D�! F
'PLAN
(SHAFT NOT SHOWN)
WLamns low
Of SPUR I
WITH A VA)L
OF 100 ni
MANHOLt
S14AFT J
PtA S TO. it
PLAN�24 v
STEPS
SO
zikr_.
I
T
50
PIPE SEAT
ELEV. S
ism
16M 0 450 mm 1#4 0 1 8,A) 00
BOTH WAYS. To at USED
kod
OMIT THIS STEP IN
PAVED STREETS ---4_
H 8 AR
150 ff"
400 mm 0601 FOR PAVED
STREETS, 650 min (21-2 1
FOR VNPAVED STREETS
152 Min
Tie SARS���
OR MORE
SE
CONC.RtTe RINOS PER
STD. PLAN 324
STREET ORADE
X Z5 Min X
RING SEAT
450 MM (64)
-H OAR
YARIABLE
E EI AR S
�TIE aARS
4 BARS
ROLIND EOGES TO
75 nwn CV) R
BASIS OF BEARINGS- LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER
BEARINGS ARE BASED ON THE WESTERLY LINE OF Centex Homes ALBU8-KEEFE and ASSOC., INC.
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF 1265 Corona Pointe Court 1011 N. Armando Street
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, SEC11ON 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, Corona, CA 92879 Anaheim, CA 92806 No. 68
AS SHOWN ON AMENDING MAP OF TRACT 1375b, FILED Ph: (951) 279-3000 Ph: (714) 630-1626
IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, COUNTY OF SAN BERNARDINO. Fax: (951) 279-2100 Fax. (714) 630-1916 EV. N 13OL(O
INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER
OF SAN BERNARDINO COUNTY, BEING NORTH 00!30'24' civiv
WEST. c
BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA
pROFDESCRIBED BY METROPOLITAN WATER DISTRICT SO. 0 15) ESSI
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL AE1 STORM DRAIN IMPROVEMENT PLANS
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE ARIL M. TORREEYSO E r*-� C:i I rNsJ E E R I rs�sJ C�i DRAWN SCALE:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 /VVVVVVyotvvvvvvvvvv~ tvvvvvvvvvvvotvvvv~ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 No. 66068 — 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. STAN ARD DETAILS AS SHOWN
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING 06-30-06 PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE:
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG D.J.D. JUNE 2005
BEFORE DAYS BEFORE Exp.
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN clvk\- PREPARE4 BY. ARIC M TORREYSON R. C. E. NO. 66068 CHECKED BY. APPR D DRAWING NO.: 7
TOLL FREE -800-227-2600 OF C EXP. 0 qL 2 // % z
i\ 7
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EFFECT. 000"W" TE.. f ep A.M.T. -2f 3853
NAVID 88 - 1508.56 (FEET) A gp_Fcogo PY;FAW1111G 11111106 DA CI Y ENGINEER R. C. E. 51152 DATE:
4