HomeMy WebLinkAbout1823A-17I
A6 STA. 139 + 504&
ACCESS ROAD
,04 7'
0.5'
/ 3.83' /••5
942.33 %w 942.83' y 9¢2. SS 93.05'
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DECLEZ
Cf1.4N/VEL 935. D EX T 6'Ro
GRATE - SEE
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A
933. 7D FL
AUTOMA%'/C FLAP GATE
SEE DETA/L SifT. /7
A9— STA.142+64
STA. 149 + 00
STA. 159 t 00
STA. 163 + 90
(PER DETA/L,
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IS
�• • •,LENGTH
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W1.5 M 1919M
N.A.P
SL Consulting E
e
3 REG0,e,D 0,eAW11V6S tl 4 3-07-9C
2 ADhED C yqQ j NO 7- 20-B9
• R. E. ' 1543
1 CNAtV6f -Aro STA . �`It `� / Z3-89 6;:WILLIAM D. L IS EXP. (01301tff
ENGR. CITY
NO. DESCRIPTION DATE DATE
APPR. APPR. DESIGNED BY JRSaNO CHECKED BY G.W.P. SCALE
R E V I S 10 N S DRAWN BY SPLDATE DEC 1986 N.T.S�
FORD GRAPHICS 080
i
3:
O/3 FI-IFr
1
93¢. 6 6 FL
DE4
e1114
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DETA/1
A5 — STA. 15
ti.
QThese Record Dra have been prepared based
on Information submltte , 'n 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 accurpey nor for errors or
omissions which may have een incorporated into
these plans as a result.
0.67 1
DECLEZ
CiI/AN/VEL
GRATE- SEE
DETA/L TH/S SHEET
/Nv *
O. ?d
948.62 T/�v
DEGG EZ
CHANNEL
GRATE -SEE
30 94
n nn �cr_i
N4(p�/t QC
R.h.r.
Pipe
Precost concrete enc
I block to be placed t1wsh
I with and of ppe
1
i
�-r—---s------
PLAN
N -A -P
PIPE CLOSUI
N.T.S�
' rr'
APPROVED BY
PASADENA (818) 792-3096
SANTA ANA (714) 979-1761Tmak-
^1
PALM SPRINGS (619) 320-4220. t.J
FLOOD CONTROL ENGINEER
.TILE NO.
DATE
{ '
O. C. 46-7 /NL ET
TYPE
Q C. E.W!J /NLET � 3
TYPE .Y 3 "GUN/TE
33E DETA/L ON 5N% 30 "C.Nl P
R/5ER /fin
.30 'RCP GAUGE
' CO.UC. COGC�IP R�.P
C ACFCO STD 2- 0.303
C.F. OF 24"C�YlP
N
A I'(� ! 6.4416CINLET DETA
949. 34
k
VVU
NO SCALE
INSTALL P/PE CL o.fMRE'
FOR DETA/L SEE
T/ -//S SHEET.
MFIKE A5 151WFILL 95
P055/BLE -'� •i;
FENCE 81 GATE GROUNDING DETAIL.
NOTES:
ALL WIRE FENCES ON RIGHTS -OF -WAYS WHICH ARE OCCUPIED BY LINES OF
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.
I.WHERE A FENCE CROSSES THE TRANSMISSION LINE AT AN ANGLE OF 60"
TO 90`• ONE GROUND SHOULD BE PLACED ON THE FENCE AT THE
CENTER OF THE TRANSMISSION LINE.
2. WHERE A,FENCE CROSSES THE TRANSMISSION LINE AT A ANGLE OF
30`° TO 60", A GROUND SHOULD BE PLACED ON THE FENCE ON EACH
SIDE OF THE TRANSMISSION LINE WHERE THE FENCE ENTERS AND
LEAVES OUR RIGHT-OF-WAY.
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 OR
WHERE THE FENCE ENTERS AND LEAVES OUR RIGHT-OF-WAY WITH NO
LESS THAN TWO GROUNDS PROVIDED.
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.
f.
APPROVED 6Y:
ITY OF FON TANA
14 13932
CITY ENGINEER R.C.E.
• 3 -- 2 -- av S
DATE `
4
41 x %8 ""O BOL. T 4 %2/' EMBEDDED
INTO THE CONCRETE
511 (T YP,)
•
3 -//(TIP. )
11
0 STEEL BARS Cm 311 L -
WEL DED TO PLA TE
I/¢" THICK STEEL. PL"4TE
•
2' EACH SIDE
NO TE
GP4TE .4AJD MOUNT/NG BOLTS 9H,4&L SE OF GAL VAN/zEI)
C4RSON STEEL FOR D/MEAISION OF JUNCTION STRUCTURE
SEE 11,4U TOM,4T/C FLAP G4TE DE 7-41L II
GRATE FOR JUNCTION STRUCTURE
N. T, S.
U Y OF FON TANA, CALIFORNIA Drown By 'e • v.,Q • STD.
Checked _..
C MERCIAL DRIVEWAY By -
y -
ADJACENT SIDEWALK Approved Y`4N0
S c a l e 1 Dote-tcv.r���rsd �0 A
RFL' DEC. 7 1964
2
+ 1;
1
I ECOW'�6_kJA
t
. Vit. ,
EXP A? - S/- 92
SAN BERNARDINO COUNTY FLOOD NTROL DISTRICT SCALE
�. AS SHOWN
�. PROJECT NO.
DE
LECHANNt--:)L
r
DETAIL SHEET (CIVIL)
i DWG NO. ` OF 19
DWG. AID. /BZ3-A