HomeMy WebLinkAbout1823-18A3 - STA. 136+42
ACCESS ROAD
0.67' 0.5'
940.72' 3;1W .9 2Z' 2 / 9450.9.5' 941.45
Nor
OEGG EZ
C.�/ANNEL
G.PA�"E' -SEE 934•. r'o EX/ST, ctiE' NO
OE'T,4/L 7'H/S SH7'"
34
933. FL
B2 0.043 r5I T 24 �r- eP _.
y3J.� FL
421702 yArle FLAP aX75
SEE' DE'T,4/L SHT. /7
A6 - STA. 139 + 500
ACCESS ROAD
0.67' , o. s'
/ 3.83' /••�
942.33 %w 9¢2.93' 2 / 942.55
3:t
/: 1
7
OECGEZ
CHANNEL 935.0 EX T cs'ROl_//VD
GRATE' - .SEE
O�'TA/L TH/S SHT.
04" �c.P
1
933. 7Q FL
AUTOMfi7�/C FG AP GATE'
SEE 4; TZ 4/1_ S;qT. /7
A9- STA. 142-64
STA. 149 + 00
STA. 159 t 00
STA. 163 + 90
/rvc Er-�
()OLcR d,'TA/L,
-/74/6 6117
D
A 12 - STA. 143 + 38
Access RC014/0
0f67' 0.5'
944.34 %w944.84- 2 e 944.57 945.07
- 3
f:1
,DECGEZ
Cf/,4NNEL
GRs/TE -SEE
OETA/G 71 -5 SHT.
934-, 60 FG 0 (�
\� 9.36. X06 Fz-
A 935.2 FL
3:
010/3' F7_1p Ir I 93¢.66 FL
E'X/ST. GROd1N0
�71FT.
TAT 10N
LENGTH OF PIPE
INV. I
INV. 2
RIM GRADE
42t 64
32 L.F
936.5
936.82
939.0 MAX.
149+00
25 L.F
939.4
939.68
944.0 MAX.
159 '-00
25 L.F
944.0
944.28
948.6 MAX.
163+90
28 L.F
946.7
1 946.981
951. 6 MAX.
A5 - STA. 152 + 67
0 These Record Drawings have been prepared based
on information submitted, in part, by W.E. Blakely/
B.F. & Associates, Inc., and Western Land
Concepts, Inc., that performed the field work on
1/30/90 through 2/8/90. While this information is
believed to be reliable, ASL Consulting Engineers is
not responsible for its accuracy nor for errors or
omissions which may have been incorporated into
these plans as a result.
to N D0. W ` E
G.
NO. 4337
Exo-39-Q2 0c No. 0413& �
41: Exp. ��_3O_�
I 937.0 I EX/ST. GiPOUND
4&r0A1,47'1C SLAP GATE
.S•EE' OETA/L Sh/T. / 7
937.00 AL
O• C
TYP
/01
OC -E,0.47 . /NLET O.03
T{'PE T_
5E6- ON ,5NT iA<=3_ ��iUN/TE
33 30 " C.�t�l. R
R/5ER /6
.�D "RCP GAUGE
' CONC. COI_GAP PEEP
LACFCp STD. 2-0393
3 LF OF 04"CADP
/�O G9tlGE
inti CT DETnii
ACCESS ROAD
Y_
0.67'
948.62 T/v._ 949 /2 z 948.84 10 4411-34
OEGG EZ FUi-UR6' iP UGf/ �ri4Ap/NG
504"'a-1.0 EX/S7 GiM41NO
GRATE -• SEE
('30"rPC. P.
94:/• 64ICZ. 0.07 FTIFT.
i 9 3 9.6s --I- S:r�
AUTOMAT/C F44P GAYS ' c�Q
SEE OE r,41L 51-17. /7
I �-�. Pipe
Precosl concrete end
block to be placed flush
with end of pipe
0.67 0
PLAN
I�f
DfCLEZ
Cf/A/V/V6'G.
GRATE- SEE'
'OET,4/L 7'"H/.s SHEET
ASL Consulting
3 RZ'CORD DRAWINGS t'14wT' 3-07-9C
2 A49C0_96l cll4gr i" (o 7 e0 -8Q
• " 1543
09ANOE ACP 574 . "464r WILLIAM D. L Is EXP. 6a130/t"
NO. DESCRIPTION APPDATE A IY DATE
PPR. DESIGNED BY J RS 8t NO CHECKED BY GNP. SCALE
REVISIONS DRAWN BY SPL DATE UEC 1986 N.T.S
FORD GRAPHICS 080
0 Z /Z
' a
o
1 - '
6
♦ / ' O
Ila ---I - 11
SECTION D -D
PIPE CLOSURE
APPROVED BY
N.T.81
PASADENA (818) 792-3096
SANTA ANA (714) 979-1761
PALM SPRINGS (619) 320-4220
1='LOOD CONTROL ENGINEERS
FILE NO.
DATE.
IIVLI IHIL
NO SCALE
I
M
/N,STALL P/P'6CL CSI//?'6
Fax? DE7-,411_---SEE
TH/S S/-lEET
WVn /9 A f_ r- 1 r7n
411x %8 "O 801-T 4 %2'/_E'Hi36DDED
INTO THE COAICRETE _-
3//(TYP.)
•
/1e0 STEEL 3ARS CA .3 `- EtWEL DED TO PL,4 TE
//4" -7 -HICK STEEL. PC.4TE2/'E,4CH SIDE
NO TE
GPATE ,4A/D MOUNT/NG BOLTS SH,4LL BE OF _C I1- VAN1Z&0
C4R8oN STEEL _AOR-_D/MENS10N OF JUNCTIOAI STRUCTURESEE /,QUMM477C J=Z4P G,TE DE7-,41L."
GRATE FOR JUNCTION STRUCTURE
E''Typ;ca
N. 7" S.
W (SEE PLAN
0
Gutter
3'-0'
PLAN
Cut toexiSting Srdewo/k
for o n e w
driveway
op of CurtCurb Face
Sidewalk Top of Curb
JI Curb face
Gutter FL. Curb Opening= W+7'0" �ttom of CureELEVATION
I�Varies
I ,..--..Sidewalk Slo e -�6
CTION
FENCE & GATE GROUNDIN-G DETAIL NOTE'.• The FONTA A .N drrvewoyordinance requires•There shall be al least POS of full heighl curb between driveways serving the some lot.
Driveway oDproachas servr'ng ad/o.'ning lotsshall be separate) by at /eastl,offull
NOTES: height curb.
ALL WIRE FENCES ON RIGHTS -OF -WAYS WHICH ARE OCCUPIED BY LINES OF lz o porl-on of o "r:veway approach shot/ Oxtend in front of an adjoining lot.
220KV OR ABOVE SHALL BE SECURELY GROUNDED•. FENCES SHOULD BE
CONSIDERED TO INCLUDE GUARD RAILS, GRAPE WIRES. AND CLOTHESLINES
WHERE THEY ARE ON NONCONDUCTIVE SUPPORTS.
1.WHERE A FENCE CROSSES THE TRANSMISSION LINE AT AN ANGLE OF 60" CITY OF FONTANA, CALIFORNIA Drawn By N? V. k2 ' STD.
TO 90" ONE GROUND SHOULD BE PLACED ON THE FENCE AT THE tCD M E C I AL D R Checked ByCENTER OF THE TRANSMISSION LINE. r 1 EWAYADJACENT SIDEWALK Approved _ - -
DE I/�IL:2. WHERE A, FENCE CROSSES THE TRANSMISSION LINE AT A ANGLE OF i Ydn/* G ,t
30" TO 6V, A GROUND SHOULD BE PLACED ON THE FENCE ON EACH S C a IP, � !�. � 4� Date /�'tr�lQssd-Io2-• nSIDE OF THE TRANSMISSION LINE WHERE THE FENCE ENTERS AND RF6 . OEC. T /964rLEAVES OUR RIGHT-OF-WAY. , f, 3. WHERE THE FENCE PARALLELS THE TRANSMISSION LINE WITHIN THE
RIGHT-OF-WAY OR CROSSES AT AN ANGLE OF LESS THAN 30" A
GROUND SHOULD BE PLACED ON EACH ONE-HALF MILE OF FENCE ORWHERE THE FENCE ENTERS AND LEAVES OUR RIGHT-OF-WAY WITH NO
0 LESS THAN TWO GROUNDS PROVIDED.REC Kul 4. EACH SIDE OF THE GATES OR OTHER DISCONTINUITIES IN THE FENCE
SHALL BE CONSIDERED AS CREATING A SEPARATE FENCE AND SHALL`BE GROUNDED SEPARATELY IN ACCORDANCE WITH PARAGRAPHS 1,2,
AND 3, ABOVE.
APPROVED BY=SAN BERNARDINO COUNTY FLOOD INTROL D RICT SCALE
ITY OF FONiANA
AS SHOWN
18932 PROJECT NO.
CITY ENGINEER R.C.E. CHANNELDATE DETAIL SHEET (CIVIL)DWG. N0. 18 OF