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st dwg sheets 04—st_details.DWG May 07,
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE. ALERT
2009 — 11:36am MONJARAZ
REV.
RECORD DRAWING
N
DATE I ENGR. I CITY I DATE
5/6/09
-.2r•
]•TINGE COVET AT
E E INLET I N L E FRAMENAND�FTUP OF FRAME
E �� 600_ "rrlm I � w -••z
;•a � " (24") "TYPE 2* TYPE •• • 1• cro PLA IMPR PER -
(24")
OR GRADING
-- _ PLAN ......-- -
SEE NOTE B E 60 1) mrn
Arm
i if
SE
C �I O.N _ I_ A .� ._.. R W
INLET TYPE 2..
.. "•" - I - ..sem
Ar 5
250 mE
13AR .,
9s rnm io)
S:E T:1 N '.0 rn
� � 9 Cf
. a a I .�:LE7."TPE
8 mrn 4 �-
21
DETAIL OF -ANCHOR" �, I
CLRD FAO_ I . " E «a . - 7�5 :mm CURB" FACE-` .
ANCHOR--I—I�-
FL
PCGI 1INT M PONT N
A
PLAN
3000 mm (101) g
TC GRADE LINE AS S
SHOWN ON PROFILE
TOP OF CIJftR .....
FL
-POINT M POINT N P P OF L E
S� mm
J BAR
SPACING mm
300
1Z"
24D_ r
4501
18"
244
600
24`
244 7"
750
30'
244 r
90D '3f"
249 7
1050
42
21 fl 5"'
1200
118 s
1350
54h
225 (64/2",
1300
80"
1180 54
1650
6S"
1180 4"
1800
(721
120 [3-11f)_
P4:,WT P P"01147 Q
3000 mm (10')
TOP of CURB
�r FL
POINT -P POINT 0
W. IN
— SIDEwALK
FINISH
i
FOR S = 750 mm (30}) AND LESS, USE 2
ANCHORS. OTHERWISE, USE 3 ANCHORS.
1 CQm
(��
jAY DR -AIN
PARKWAY
BATTER 3:12 �S_F
NOTE -5
FOR S = 1200 mr ((48") AND :.ESS,
10
t J2"j : �r
I SHEET 1 OF 2
� �• � "� � ± '#
B = 75 mm �31
2DD mrn
150 mm
USE 64x5110.5 "(2-1/2'x2•x3/8°J
(a
6�
GALVAMIZED STEEL MGM
GurrER TO
HATCH
SECTION
A—A
OTHERWISE, N = 1t70 --m (4`�_ a 89mX12.7 EXISTING
(3-1/2"x %1/2°) (;ALVAMIZED STEEL ANGLE,
J BARS APE POW (13).
t50
m 9 5
S54 mm
a Al01). a 42o mn
Ln
.�—
dt3 0 126) MAX GC
J EARS
:° ff .-.
SFCT'ION
R -R ~
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PRCMULGA'1TCri aY THE
13UIXIC YMRKS STANDARDS IND.
jAY DR -AIN
PARKWAY
STAN CAR}"PLAN
METRIC
GREENBOOK CGIAMIiTEE
1193
151 ''" rl
I
REv. Jags
I SHEET 1 OF 2
LIS5 WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTiRVCTION,
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN
EFFECT.
NOTES
1.." FLOOR OF BOX SHALL HE TROWLED SMOOTH.
2. it THE TOE OF SLOPE 15 ALLOWED WITHIN THE R/W, NLET TYPE 1
BEGINS •AT THE TOE RATHER THAN AT THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2), THE 600 m*n (24") EXTENSION BEYOND
THE R/W LINE'IS NOT REQUIRED WHEN BACK OF (WALK IS 600 mm (24")
OFA MORE FROMTHE R/WLINE; HOWEVER, THE PIPE SHALL EXTtND
TO THE R/W LINE IN ANY EVENT.
4, TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
:5. A HEADED STEEL STUD 16 mm x 180 mm WITH A 25- mm HEAD
(5/8" x. 6-3/8, 1" HEAD) ATTACHED BY A FULL PENETRATI•Q_ LN BUTT
WELD MAY BE USED AS AN A_TFRNATE -ANCHOR.
6, NORMAL CURB FACE ,AT POINT M AND Q. CURB FACE IS S + 125 mm (5")
-- ---QTAl1U P. - — --
7, THE 75 mm (Y) LEG OF THE 16 mm -:(5/8" )" 01A" ANCFORS " SHALL,
8E PARALLEL TO THE TDP OF SIDEWALK.
8, SLOPE = 2.0%.
9. DIMENSIONS SHOWN CN THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED; AL_ VALJES USED*FOR
CONSTRUCTION SHALL BE AI,ETRIC VALUES. IF ENGLISH UNITS ARE USED,
ALL VA'_UES USED FOR CONSTRUCTION SHALL HE ENGLISH VALUES. HOWEVER,
ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
ISTANDARn T11A I
'METRIC
151 - 1
SHEET 2 OF 2
PARKWAY DRAIN
"RECORD DRAWING"
ALL "RECORD DRAWING" INFORMATION SHOWN
HEREON IS BASED ON WRITTEN INFORMATION
SUPPLIED BY THE CONTRACTOR. NO
GUARANTEES, SPECIFIC OR IMPLIED, ARE MADE
AS TO TH C U RACY OF SAID INFORM TI N .
15111 o
ROAD NO. # 113800
CHRISTOPHER S. TURNA R.C.E 62297 DATE
Associated Enginee FILE NO. # 83-84
RAF -SS/p Prepared Under The Supervision Of : CITY OF FONTANA
Q Nq
SEA*,\ <� Associated Engineers STREET IMPROVEMENT PLAN
Ql)�Z DRAWN BY: SCALE:
LUv No. 62297 , m 3311 EAST. SHELBY STREET • ONTARIO, CALIFORNIA 91764 MJW
ce-Exp. 09/30/09 '� P TEL.. (909) 980-1982 • FAX: (909) 941-0891 DESIGNED BY:
DATE:
i -
kP c ��� ;oN as CST __` API 2-081-58 0 4.17.2 0 0 7
q�F OF V I L�F�� /
CA Date CHECKED BY: APPR ID BY: /� DRAWING NO.: �I
CHRISTOPHER SEAN TURNAGE R.C.E. 62297 EXPIRES 09/30/09 CST '�� (Y ! ('
4362
C TY E INEER RCE 51152 DATE: 4.