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1358. 4 TW 1
0 1354. 4 TF 17 35�= 4
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1357
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1356-------------------------------------------------------------------- 1 13
121. 86,M�- M --- - --
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1352 i
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_ -------- ----_---------1351 _____-------------------------------- I __ ,," 1 I 1 I
_ �___� __�. _-_ ---1348
1348
1347
61
,- -- f I f l I I
HIGH WATER LEVEL @ 1349. Q3
Iro
�p
OUTLET INVERT
) 1 1 ! t = 1 =
1346,00 FLLO m
.. l
CO Ln
III !! 1 1 1 1 1 1 2s> • �
AI 1 1 ! t 1 t 1 1) I ��: 10 D. I. P. SEWER MAIN I I ( I I
(SEE SEWER PLANS) I ( ( ( I )
11 o
!
1 1 1 1 1 I 1 1 1 I 1 �
12 1 I l I l I l l
I I 1 1
1
CONSTRUCTION NOTES.,
I( 1 1 1 1 1 1 rf 1 l I l I L I 117
DINSTALL 18" DIAMETER C. M. P. DRAIN PIPE, 16 GAUGE W/PAVED INVERT
2 CONSTRUCT CLEANOUT MANHOLE PER DETAIL "F", SHEET 4 f ( I I J l I I
i f f i 1
l l 1 1 11 1 I!0_1
1 7 CONSTRUCT 24" DIAMETER R. C. P. , D -LOAD PER PROFILE
a\ 8 CONSTRUCT 36" DIAMETER C. M. P. DRAIN PIPE, 16 GAUGE f I f c I i LO
f� f
QCONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. NO. 121, f f f f I E
MODIFIED FOR 4 DEEP LOCAL DEPRESSION
I 1 1 I Q0 I I
I 11 i i i! 10 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD, NO 121, ) 1
I I 1 1 1 I
j 1 1 1 1 f MODIFIED TOA 4" DEEP DEPRESSION AT FLOW LINE
f f
I I ) I I ! 1 f 11 CONSTRUCT GROUTED RIP RAP, 9" NOMINAL ROCK IN CLASS 'B' 8" THICK CONCRETE
1 1 l i) i i 12 CONSTRUCT 4 -WIDE CONCRETE GUTTER PER DETAIL A, SHEET 1
r f l I I J 1 1 1 1 f CONSTRUCT EMERGENCY SPILLWAY PER SECTIONS ONS " C -C" &" D -D" SHEET 1 I I I f f f f 1 1
cv I( 1I� 1� I 11 f 14 CONSTRUCT 6" AGGREGATE BASE ) 1 I f 1 f I
I ,I
1 , 1 CONSTRUCT COMMERCIAL DRIVEWAY PER STD. NO. 102-A, W=16' I 1 I 1 f f f 1 1
1 1 1 1 1 1 1 1 ! r t 16 "
"
1 CONSTRUCT INLET/HEADWALL STRUCTURE PER DETAIL D, SHEET 2 I l I I f I( I fl
f I t 1 1 1 1 17 CONSTRUCT WROUGHT IRON W/PLASTER FENCE W/GATE PER DETAIL E, SHEET 2 I 1 I I f i f I I II
( ( I J 1 1 ! 1 1 oq ®®
-134 5 - — -- _ _ 18 CONSTRUCT 16 GA. 49" x 33" ARCH C. M. P. W/PAVED INVERT
1 f l l f t it
I I f f I
��
I 1 ♦ t 1
16
H I GH WATER IJEVE i+'r-C 1349, 03 I t 1 1 1 1 4 1
00
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- - ------ .-� r ---- - �---.--- 134 _--_ -- -- .. 1350--- ,•1 1 1
1349
-1353 ---13cJ2------
11 r
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Oct, Mme'_ --1349 — "�-�.`..�®�� -��_®— -- "-------1351----- ~~—~y ----~—_—FUTURE SETBACK LINE — — — �— _--- —�—'—' �-- ----_-----__------------ —_—~ — — — — --
--------------- �------._°1350--____�--~--�--_------------- ------------- _,__-- _-----------------_--- .,` -
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1342 —
S I D E W A L K
A-1
.N 89°58 10" W 470.84' STA. 14+50.84 F`
4
7SEE SHEET 2 Go 2 EA. 8' GATES C/L DRIVEWAY
0
13
0
v7 — —
I
N 89'16'41" E
1
l�� jc4 66
2 EACH FUTURE 42"x 29" CMP PER
MADOLE ENGINEERING DRAINAGE PLANS
4
Fe
co NORWOOD J. KING
w ',
CC'No. C -3337866I
(� Exp.dd 3o t
CIVIL
.1 ,v. l0.2wI
STA. 118+36.77 C/L BASELINE
I STA. 10+00.00 C/L HEMLOCK 2
119 120 121 1 y(� 1 L1 123
SE
La.'� I�'� '—'—.—.—. .—.—•—.—•—•—•—.—.—•—I•—•—.—.—.—.—.—
._1
CITY OF FONTANA BENCHMARK
NO. 378, CIRCUIT NO. 67-5,
30D NAIL IN POWER POLE (NO
NUMBER), SOUTHWEST CORNER OF
BEECH & FOOTHILL BLVD., DATE
SEPTEMBER 1967.
ELEVATION 1267.84 1
LJJja-5]F= fF7�jjF,
CALL: T�iLL FLEE
1-4
rTl:�c/C 'vJ�F;,;KIP�J D►A`fS E�EF(+� E Y*1 [W
F7 -A H m 0--71% 0 m 0--N, r7IN40--7-711%
L_ r I u
CIVIL ENGINEERING CONSULTANTS
ENGINEERING - PLANNlNC - SURVEYINC - CIVILCADD SOFTWARE SUPPORT
680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800
DESIGNED By
REVISIONS
Engineer Cl ty LLY
Approval Date; Approval Date;
DRAWN 8Y
,v & r
P i ha NJK
CHECKED BY
BRH
SCALE
Jab No.
965023
DATE
28 JAN 9
00
00
ro
Lu
0
0
0
r
11�
OF FONTANA CALIFORNIA
o
w w
C7
ABBREVIATIONS:
0
0
CO
RCP REINFORCED CONCRETE PIPE
t „ oijoI7
CMP CORRUGATED METAL PIPE
l�� jc4 66
2 EACH FUTURE 42"x 29" CMP PER
MADOLE ENGINEERING DRAINAGE PLANS
4
Fe
co NORWOOD J. KING
w ',
CC'No. C -3337866I
(� Exp.dd 3o t
CIVIL
.1 ,v. l0.2wI
STA. 118+36.77 C/L BASELINE
I STA. 10+00.00 C/L HEMLOCK 2
119 120 121 1 y(� 1 L1 123
SE
La.'� I�'� '—'—.—.—. .—.—•—.—•—•—•—.—.—•—I•—•—.—.—.—.—.—
._1
CITY OF FONTANA BENCHMARK
NO. 378, CIRCUIT NO. 67-5,
30D NAIL IN POWER POLE (NO
NUMBER), SOUTHWEST CORNER OF
BEECH & FOOTHILL BLVD., DATE
SEPTEMBER 1967.
ELEVATION 1267.84 1
LJJja-5]F= fF7�jjF,
CALL: T�iLL FLEE
1-4
rTl:�c/C 'vJ�F;,;KIP�J D►A`fS E�EF(+� E Y*1 [W
F7 -A H m 0--71% 0 m 0--N, r7IN40--7-711%
L_ r I u
CIVIL ENGINEERING CONSULTANTS
ENGINEERING - PLANNlNC - SURVEYINC - CIVILCADD SOFTWARE SUPPORT
680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800
DESIGNED By
REVISIONS
Engineer Cl ty LLY
Approval Date; Approval Date;
DRAWN 8Y
,v & r
P i ha NJK
CHECKED BY
BRH
SCALE
Jab No.
965023
DATE
28 JAN 9
00
00
ro
Lu
0
0
0
r
11�
OF FONTANA CALIFORNIA
�
6
w w
C7
ABBREVIATIONS:
C/L CENTERLINE FUTURE BOX CULVERTS
RCP REINFORCED CONCRETE PIPE
t „ oijoI7
CMP CORRUGATED METAL PIPE
TC TOP -OF -CURB
1_6NNY VYOU fG, 6 DATE
INV INVERT
FL FLOW LINE
PE PAD ELEVATION
APPROVED;
�W WIDTH
TW TOP -OF -WALL ELEVATION
_-
CITY ENC I NEER RCE 25126 DATE 2505 SHEET 3 DE 4
TF TOP -OF -FOOTING ELEVATION
124
125
I TY
OF FONTANA CALIFORNIA
r�
C7
�1'Z
LONNY L. YOUNG
SCALE:
14293
t „ oijoI7
No. C-043216
DETENTION BASIN
1_6NNY VYOU fG, 6 DATE
Exp. 3/31/00
DATE;
CIVIL
'y �`
APPROVED;
N � MAY 1997
� 7 - 3r - y7 DRW. 'V ,
OF cALt� a�
_-
CITY ENC I NEER RCE 25126 DATE 2505 SHEET 3 DE 4