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EXTEND #4 REBARS (12" LONG)
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50 6" CLASS "B" CONCRETE
(REBARS NOT SHOWN FOR CLARITY)
3-#4 REBARS
DETAIL 'Cw
NTS
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#4 BARS ® 9" C -C ( 4811
6» (TIE EVERY OTHER BAR INTO
THE SLAB REINFORCING STEEL)
48
SEE DETAIL "A"
I— THIS SHEET
7'W X 7'H RCB 2" CL (TYP)
(REBARS NOT SHOWN
FOR CLARITY)
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AFTER WELDING
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W"H PIPE ANCHOR FEBAR
mm
NOTE: EXTEND REBAR (12" LONG) INTO ADJACENT
SLAB AT CONSTRUCTION JOINTS SEE TYPICAL
SECTION M -M). LOCATION OFCONSTRUCTION
JOINTS NOT SHOW ON THE PLAN WILL REQUIRE
APPROVAL BY THE CITY.
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SEE DETAILS HEREON FOR
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ANGLE CONNECTORS
0
9/16" X 7/8" SLOTS
1/2" DlA 1\LJ/J IPVYIIL
SPOT WELD AT EACH
CORRUGATION CREST
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errs
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18 BEND c� 0 1 79 ���-- _ _ _ -�-- 3 , f j' $" .� Z T W �'
18" BEND 6.5' 3' f �L --r"^ / < ' UNE -1r �,, L .
SECTION M M\�O
4F CAI. I
P WALL DETAIL (TYPICAL JOINT BETWEEN SECTION B -B
ADJACENT SLABS) 33 CONSTRUCT 12" CUT-OFF WALL (H=4') WITH #4 REBAR @12" O.C. BOTH WAYS.
NTS NTS CONSTRUCTION NOTES NTS
38 CONSTRUCT 43"X64" CMP RISER AND PIPE ANCHOR PER DETAILS HEREON. DETAIL
BASIS OF BEARINGS LEGAL DESCRIPTIONS OWNER/DEVELOPER SOIL ENGINEER 4 CONSTRUCT 36" RCP (D -LOAD PER PROFILE). 40 CONSTRUCT 1' DEEP CLASS "B" CONCRETE PAD (8'x8').
THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDMSION OFA O O SCALE. 1 "=10'
LINE OF THE NORTHEAST QUARTER OF SECTION 23, 1/4 CENTEX HOMES ALBUS-KEEFE AND ASSOC., INC.
OF SECTION 14, TOWNSHIP 1 N
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN PORTION OF THE SOUTHEASTRTRTH, 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET O8 CONSTRUCT 6' CHAINLINK CHANNEL WALL FENCE PER APWA STD. PLAN 600-1.
44 CONSTRUCT OUTLET STRUCTURE PER DETAILS HEREON ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, RANGE 6 WEST SAN BERNARDINO CORONA, CA 92879 ANAHEIM CA 92806
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE PH: (951) 279-3000 PH: (714) 630-1626 20 CONSTRUCT 6" CLASS "A" CONCRETE WITH #4 @ 18" O.C. BOTHWAYS 50 CONSTRUCT 6" CLASS "B" CONCRETE WITH 6" X 6" - 1.4W X 1.4W WELDED WIRE MESH.
OF THE COUNTY RECORDER OF SAN BERNARDINO MERIDIAN, COUNTY OF SAN FAX; (951) 279-2100 FAX: (714) 630-1916
COUNTY BEING NORTH OU30'24* WEST. BERNARDINO. 27 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-2
r
BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL—ENGINEER CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q � Q�OFESSIONq�AE
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �c 11 A COYOTE CANYON
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ; ARIC M. TORREYso E � Ci I � E E IZI N � DRAWN BY: SCALE:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, O.S. AS SHOWN
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 No., ssoss 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 DEBRIS BASIN C OUILET STRUCTURE
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO os -3o -os PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE � DAYS BEFORE Exp'
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND A.T. __, AUGUST 2005
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG STANDARDS IN EFFECT.gTF ClV��'\�p���� EXPPARTE• BY: A3�C M. TORREYSON R.C.E. N0. 66068 CHECKED BY: •C" APPRO kY: DRAWING NO.:
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 �F CAS- d C.V.A. 14
NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ��G 0�0 �� /N� / , �.'. f DATE. Z 3803 28
of os I/ ; CyTY ENGINEER R.C.E. 51152 DATE:
27
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(2-2/3" X 1/21'
ANNULAR CORRUGATIONS,
SECTION A -A
14 GAUGE)
NOTE:
FOR
SECTION P -P AND ANCHOR DETAILS,
NTS
SEE
SHEET NO 8.
EXTEND #4 REBARS (12" LONG)
INTO CONCRETE SLOPE PAVING
50 6" CLASS "B" CONCRETE
(REBARS NOT SHOWN FOR CLARITY)
3-#4 REBARS
DETAIL 'Cw
NTS
"
#4 BARS ® 9" C -C ( 4811
6» (TIE EVERY OTHER BAR INTO
THE SLAB REINFORCING STEEL)
48
SEE DETAIL "A"
I— THIS SHEET
7'W X 7'H RCB 2" CL (TYP)
(REBARS NOT SHOWN
FOR CLARITY)
12 "-�
EXTEND #4 BARS -
(12" LONG)
INTO ADJACENT SLAB
CO
1/21' X 8 "
GALVANIZED J BOLT
0.9
"T
4000AI
y Fp0
p�.yc�
00
c
DETAIL 'B'
NTS
GRATE ASSEMBLY
(#4 BAR - 8 EA)
N
SYMMETRICAL
ABOUT �
7)
FSB
00
LO
DEADMAN ANCH(
1
APPLY EPDXY COATING
AFTER WELDING
SIDE leliff END VE/W
2' X 2' X 3/16' BOTTOM ANGLE CONNECTOR
W"H PIPE ANCHOR FEBAR
mm
NOTE: EXTEND REBAR (12" LONG) INTO ADJACENT
SLAB AT CONSTRUCTION JOINTS SEE TYPICAL
SECTION M -M). LOCATION OFCONSTRUCTION
JOINTS NOT SHOW ON THE PLAN WILL REQUIRE
APPROVAL BY THE CITY.
00
0
3.5' 3.5' 't
�6
9S
9? I
22.50'
12.00'
0
#5 BARS ® 9" C -C
BOTH WAYS��� R �• AG '�F o 0
N M
C7M C -C
mm
SEE DETAILS HEREON FOR
ELLIPTICAL BAND AND
ANGLE CONNECTORS
0
9/16" X 7/8" SLOTS
1/2" DlA 1\LJ/J IPVYIIL
SPOT WELD AT EACH
CORRUGATION CREST
2"
—3/16"
2#1
TOP VEI W LWIFTEmor WLMIFF
2' X 2' X 3116" TOP ANGLE. CONNECTOR
errs
„ /2>> CONSTRUCTION JOINT m �_---------` < 1708.0 `
18 BEND c� 0 1 79 ���-- _ _ _ -�-- 3 , f j' $" .� Z T W �'
18" BEND 6.5' 3' f �L --r"^ / < ' UNE -1r �,, L .
SECTION M M\�O
4F CAI. I
P WALL DETAIL (TYPICAL JOINT BETWEEN SECTION B -B
ADJACENT SLABS) 33 CONSTRUCT 12" CUT-OFF WALL (H=4') WITH #4 REBAR @12" O.C. BOTH WAYS.
NTS NTS CONSTRUCTION NOTES NTS
38 CONSTRUCT 43"X64" CMP RISER AND PIPE ANCHOR PER DETAILS HEREON. DETAIL
BASIS OF BEARINGS LEGAL DESCRIPTIONS OWNER/DEVELOPER SOIL ENGINEER 4 CONSTRUCT 36" RCP (D -LOAD PER PROFILE). 40 CONSTRUCT 1' DEEP CLASS "B" CONCRETE PAD (8'x8').
THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDMSION OFA O O SCALE. 1 "=10'
LINE OF THE NORTHEAST QUARTER OF SECTION 23, 1/4 CENTEX HOMES ALBUS-KEEFE AND ASSOC., INC.
OF SECTION 14, TOWNSHIP 1 N
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN PORTION OF THE SOUTHEASTRTRTH, 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET O8 CONSTRUCT 6' CHAINLINK CHANNEL WALL FENCE PER APWA STD. PLAN 600-1.
44 CONSTRUCT OUTLET STRUCTURE PER DETAILS HEREON ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, RANGE 6 WEST SAN BERNARDINO CORONA, CA 92879 ANAHEIM CA 92806
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE PH: (951) 279-3000 PH: (714) 630-1626 20 CONSTRUCT 6" CLASS "A" CONCRETE WITH #4 @ 18" O.C. BOTHWAYS 50 CONSTRUCT 6" CLASS "B" CONCRETE WITH 6" X 6" - 1.4W X 1.4W WELDED WIRE MESH.
OF THE COUNTY RECORDER OF SAN BERNARDINO MERIDIAN, COUNTY OF SAN FAX; (951) 279-2100 FAX: (714) 630-1916
COUNTY BEING NORTH OU30'24* WEST. BERNARDINO. 27 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-2
r
BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL—ENGINEER CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q � Q�OFESSIONq�AE
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �c 11 A COYOTE CANYON
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ; ARIC M. TORREYso E � Ci I � E E IZI N � DRAWN BY: SCALE:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, O.S. AS SHOWN
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 No., ssoss 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 DEBRIS BASIN C OUILET STRUCTURE
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO os -3o -os PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE � DAYS BEFORE Exp'
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND A.T. __, AUGUST 2005
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG STANDARDS IN EFFECT.gTF ClV��'\�p���� EXPPARTE• BY: A3�C M. TORREYSON R.C.E. N0. 66068 CHECKED BY: •C" APPRO kY: DRAWING NO.:
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 �F CAS- d C.V.A. 14
NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ��G 0�0 �� /N� / , �.'. f DATE. Z 3803 28
of os I/ ; CyTY ENGINEER R.C.E. 51152 DATE:
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