HomeMy WebLinkAbout3923-41F
LEGEND
- -600 +inm
(24wl
E
INLET INLET
TYPE 2 TYPE 1
SECTION
INLET TYPE
250
AR
0")
WSW
I
Cf
DETAILF ANCHOR
0
CURD FADE
{L
POINT M POINT N
A
PLAN
REW01"AR
PER510 PLAN
E
E
n
MCE CCVE4 AT
70+ Or FRAME
=EN t
OR (PADN0
SECTION
INLET TYPE 1
�nm
OA13 FACE
FI.
POIN T P
POIN-0 0:7
r`
mitt
POINT M
V vliw . .,
PROFILE
POINT P
• AF• • • • y
FOR S = 750 mm (w) MD LESS, USE 2 1 4'm
ANMS. 011•IER ,115E 3 AI' ORS. �� 2Oro,-
SEE NOIE
i�
FOR S = 1200 mm (48') FESS,
0 = T3 mi1 3•� DO rn mrn
USE $4549.5 (2 112 x2 x3/6) (d
MVANZEU S'IEL MUM.
MA.� SECTION A-- A
01iiE ' SE, 8 a 100 mm (41. USE 890fj(12.7 EMlnNG
(3-i/i x3"N1/V) O&VARIZED STEEL AKU.
---- SIDE WA K
nI4 Sri
---11 Qui & 420 mm
03 4 12'} MAX OC
SECTIO! B --S
B
W.
AMERICAN PUBLIC WORKS ASSOTION - SOUTHERN CALIFORNIA CHAPTER
STA NDAR 0 PLLAN
1#1GAM &r THE h u)w
PU9UCacs 5TAWAFtC+�W PARKWAY+
CREEK comiTTEE 151 �1
. ' USE MTH STAND O SPECIFICATIONS FOR PUBLIC I TRUCTI�H SHEET 9 OF 2
e ®
TRACT BNDY./RIGHT-OF-WAY
RP ...........
RADIAL POINT
DELTA
STREET LIGHTING
BCR ........... BEGIN OF CURVE RETURN
- - - - - - - -
- PROPOSED SEWER MAIN
ECR ...........
END OF CURVE RETURN
FS ...........
FINISH SURFACE
• - -
PROPOSED WATER MAIN
INV ...........
INVERT ELEVATION
• • •• • ' �'
PROPOSED CONC. SIDEWALKEX
. ...........
EXISTING
LIMITED USE AREA
RIIN ...........
RIGHT OF WAY
BVC ...........
BEGIN OF VERTICAL CURVE
•::•:::•:•::•:•:•:
PROPOSED A. C. OVERLAY AREA
EVC ...........
END OF VERTICAL CURVE
MVC ...........
MIDDLE OF VERTICAL CURVE
TC ........... TOP
OF CURB
GB ...........
GRADE BREAK
FL ........... FLOW LINE
BC ........... BEGIN OF CURVE
EC ........... END OF CURVE
DICT. LE �
TOLL FREE ®®1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOTES
1. FLOOR OF BOAC SHALL BE TROWLED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WI ?H I N THE R/W, INLET TYPE 1
BEGINS AT 7HE TOE RATHER THAN AT THE R/W LIME.
3. FOR OPEN O I TCI ( TYPE 2), THE BOO m rn (2410) EXTENSION BEYOND
THE R/W LINE IS NOT REOUI REO WHEN BACK OF WALK IS 600 mm (240)
OR MORE FROM THE R LINE; HOWEVER, THE PIPE SHALL EXTEND
TO THE R/W LIME IN ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL B E FLUSH WITH ADJACENT
SURFACE VM ERE PP ACT1 CAL.
5. A HEADED STEEL STUD 16 mrn x 160 mm NTH A 25 mm HAO
(5/8 ap x 6-3/8", 1" H EAO) ATTACHED BY A FULL PENETRATION BUTT
'MELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT 141 AND Q. CURB FACE IS B + 125 min (541)
AT POINT H AND P.
7. THE 75 mm (3") LEG OF THE 16 rnm (5/8") 01A ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
B. SLOPE = 2.OX
9. DIMENSIONS SHOWN ON ,THIS PLAN FOR METRIC ANO ENGLISH UNITS ARE NOT
EXACTLY EOU AL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR
CONSTRUCTION SMALL BE METRIC 'VALUES. IF ENGLISH UNITS ARE USED,
ALL VALUES USED FOR CONSTRUCTION SHALL B E ENGLISH VALUES. HOWEVER,
ASTV 515 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL.
AMERICAN PUBLIC WORKS A00ClA710N -SOUTHERN CALlFOANIA CiiAPT9
7STaNMMa Puw
mmic
151-1
SHEET 2 Of 2
PARKWAY DRAIN
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
REV. REVISION DESCRIP11ON DATE j ENGR. CITY DATE STANDARDS IN EFFECT.
1
O QRpfESS/ONq
4
S\NG-G
Coe
45846 G) m
X
Exp. 12/31/06
CIVIL
sr�TF OF
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
C2
3.10'
10.00'
17'47'18"
1.56'
CA TA WBA A VE STA. 3+00
STA 3+50 3+23.06 0 3+22.81
TC 1202.30 TC 1202.35
INV 1201.68 '- INV 1201.73
FL 1201.63 ^ F- 1201.68
EX. ST. LGT. 3+27.31
O TO BE REMOVED TC 1202.25
N P.C.C. N11'51'49' INV 1201. F1 1201.58 B.C.R.
JOIN EX. 10.65 3+22.10
3+43.3 C TC 1202.36
TC 1201.91 F. 1201.69 _ ____---
FL 1201.24 J
_ ��--------------- - - ----- JSIEEWALK
_ -- - _ ------ - --.- ----- --- --
r r r- te r r r r r
---------------�B.C.EX. CONC. �i 3+40.21EA ii TC 1201.97 TC 1202.2 EX. CO C. SI LK EX. CURB
FL 120 1. 30 I `L 1201.53 TO BE EMOVED GUTTER
11 TO BE REMOVED
3+31.8 � 8 „
- -------------- OIN- N
.a SIDEWALx •
tA4
i ------ 5a•.
_7.�
N3+35.8 • -.
R/TRANSITION 6 PROPOSED
Pe.O_S®_ED_4®' o W
I_EEX1 SIDEWA+ry owe"
STREET DEDICATION
v o INV 1201.9 I
�,G 1 2.95
j CONC
G`S PROPOSED
CATCH BASIN
PER SEPARATE
. D/A GRADING PLAN I
REMAIN I i�
it
1 ii I
DETAIL " 1"
EGL ASSOCIATES, INC
11819 GOLDRING ROAD, UNIT A
ARCADIA, CA 91006
PH:626-263-3588 FAX:626-263-3599 DRAWN BY:
GB
Prep ed Under The Supervision Of : DESIGNED BY:
GB
Dote : m CHECKED BY:
HANK JONG R.C.E. 45846 jo
SACLE: 1' =10'
PROPOSED
PVC DRAIN PIPE
PER SEPARATE
GRADING PLAN
AUTOCAD FlLENAIAE street.dwg
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
TRACT N0. 16898
,OOAI LS
SCALE:
As Noted
DAIS:
6-13-05
DRAWING NO.:q•
152 DATE: 3923 4