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E E E i HDP 0 CTAME T
0 �I 600 mm Oi Z INLET INLET RECTANGULAR
�'
o
8_ =I (24") I 9V7 TYPE 2 TYPE 1 COVER
PERPF5R2
------ PIPE PER
gilanneee" PLANS--I N 0 TES
E SEE NOTE 8 _iv I E 600 mm 4I I
JL o: I app (2
4 ) 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH.
I 6-,,N2, IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1
I
SECTION 1 A R/W � BEGINS AT THE TOE RATHER THAN AT THE R/IN LINE.
INLET TYPE 2 —1-T c SEE i 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND
NOTE a THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24")
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250 m ` E �� OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND
16Bmm (t0") o 5 mm TO THE R/W LINE IN ANY EVENT.
(5/8 )0 f 9(1I Fil
(3") MIN 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT
4 ¢ m SURFACE WHERE PRACTICAL.
Z
--113 SECTION s' 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD
�s 3B mm 1 j BL INLET TYPE 1 (5/8" x 6-3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT
DETAIL OF ASN/,C'HOR WELD MAY BE USED AS AN ALTERNATE ANCHOR.
75 mm 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS-B + 125 mm (5")
(3"}
CURB FACE r.,-CURB FACE' --ANCHOR AT POINT N AND P.
t——7\---- FL
''''I_____.4__——L TIME 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL
—
POINT M POINT N� i t` f ---1= BE PARALLEL TO THE TOP OF SIDEWALK.
\\—POINT P POINT QJ 8. SLOPE = 2.0%.
A
PLAN
3000 mm(10') S 3000 mm(10') "'I
TC GRADE LINE AS5/2
SHOWN ON PROFILE I 'I TOP OF CURB
TOP OF CURB -11111111111111111011111
iiiii
■ POINT P POINT
POINT M POINT N PROFILE
GALVANIZED STEEL SIDEWALK
ANGLE FINISH
S. mm J BAR I FOR S= 750 mm(30')AND LESS, USE 2 100 mm m
SPACING,mm ANCHORS. OTHERYASE,USE 3 ANCHORS. 10 (4!") -eATIER 3:,z SEE NOTE 8 '�
300(i2") 240{7°) FOR S= 1200 mm(48°)AND LESS, {7/2') . -'!'7,!';''-'!:
450(18") 240(7') B=75 mm(3") 200 mm 150 mm
600(24') 240(7') -USE 64x51x9.5(2-1/2"x2'x3/8") (6") 6")
750(30') 240(7°) GALVANIZED STEEL ANGLE. TIER TO
900(36°) 240(7') MATCH SECTION A—A
1050(42') 210(61 OTHERWISE,B= 100 mm(41. USE 89x76x12.7 EXISTING
1200(48') 180(5) (3-1/2"x3"x1/2")GALVANIZED STEEL ANGLE.
Q 0
1350(54") 225(6-1/2') J BARS ARE�l0M(3). ESQ mm &• �') mm
(8") 5 150mm
1500(60') ,180(5°) . (#3 ®,2')#10M 0 OMAx OC
1650(66') 180(4") --T �v J BARS ��`E
1800(72") 120(3-1/2") m -.1�
t $�E
SECTION B—B s�
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
��y( 'y{/' R STANDARD PLAN - METRIC
FIABV1H€ PARKWAY•'AY ®Y`AIN METRIA 151-1
PVE[JC WORKS STANDARDS INC. 6 151-1 PARKWAY DRAIN li
1 GREENSCOK COMMITTEE
1993 " ._ ,_ ®_..
REV.1998SHEET 2 OF
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 2
REDWOOD R/W
PROPOSED 5' SIDEWALK
PROPOSED
991.12 TC TEE
3.17'
PROPOSED 8"
CURB AND GUTTER + i61
I I
I
____I1 J - PROPOSED
CATCH BASIN iii6" PVC PIPE
W= 3.5, V= 4' 986.59 BT
SEE CITY OF r _ - -
1
FONTANA STD. 3004---7
PROPOSED UNDERGROUND BASIN, - ' =1
PER MANUFACTURER'S SPECIFICATIONS, p 6' 1,,BEYOND SEE PLAN FOR LOCAITON
�1
AP
P
979.59 BT F es. ` ,....,,,s . .'I
980.09 INV
9'
SECTION A-A
1" = 5'
BENCHMARK: Do 0 ti9T NO. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSRUCTION OF THE ENGINEER'S SEAL E 5 T CITY OF FONTANA, CALIFORNIA
UF 629 (COUNTY OF SAN BERNARDINO) , • DE TEL. (909) 885-3806 STREET IMPROVEMENT PLANS
VERTICAL DATUM NAVD 88 REQUIRED IMPROVEMENTS NOT Q� Ay
ELEVATION: 1018.06 COMMENCE WITH TWO YEARS OF THE STq'�C 234 NORTH ARROWHEAD AVE.
_ ' DATE OF APPROVAL SHOWN HEREON �'Q�`` ��p - 1/11, 711,
SAN BERNARDINO,CA 92408 DRAWN BY: 10789 REDWOOD AVENUE SCALE:
;� \ ' AND CARRIED FORTH IN A DILIGENT Z JOSEPH E. 80NADIMAN a AssoclArEs, INc. FAX(909)381-1721 MR 1" = 40'
BASIS OF BEARING• DIAL TWO WORK REQUIRE R, THE CITY ENGINEER MAY No. C70944 9 ' ENGINEERS G.I.S. SURVEYING PLANNING www.bonadlman.com CITY OF FONTANA, CALIFORNIA
Exp. 6-30-17 DESIGNED BY: z- DATE:
THE BEARINGS SHOWN HEREON ARE BASED ON BEFORE �► DAYS BEFORE REVISIONS TO THE PLANS * * APPROVES BY: 10-15-15
THE CENTERLINE OF REDWOOD AVENUE BEING YOU DIG �, / YOU DIG APPROVED BY: JAMES T. STANTON R.C.E. EXPIRES DATE /fi,IY
TO BRING THEM INTO CONFORMANCE C/ V'\\, iP �/
NUMBER 9152, 17*PM102/85-86.E PARCEL MAP TOLL FREE 1-800-227-2600 WITH STANDARDS IN EFFECT. qTF OF .0)- %�,(/' CHECKED BY: _ _ - � lO ' Z DWG. NO: 3
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT GJ%' �_� 70944 06-30-17 `p-24-15 JTS CITY ENGINEER R.C.E. 51152 DATE 5 3 9 3