HomeMy WebLinkAbout3670-5a
mom 1110---____ Ism:E� SENIOR
OMEN 0 ME
MEM ME — —
MMMM
ME
-000 MMMMMMMM11MM SEEM on E IV vs
ME N ENE
lson In ME 0 Emmons Ems
ME Affi NONNI M
MEMO
�OMEMOS nog ONSN No M MENEM oil
M SEEN _ _ ONl
SOMEONE :; NONE�2�_� �! ���:�� � �: =
0 SIR
•- .: ro.. ...; ..MMMM
ac ANS
MEESE son
MEMNON ONE no so ME
OEM
mom E�
MEMO-'_
r 120-1! S
SEEM E
ME MOM
- ��,�� . �
_ ' MEMO
■
_! mom
MRS111111111111 MR
_
ac ME
SEEM "Am 0 MEMEMSEEMEME
� ■ 11MEMOso on so �e
!� _.� COMEMNON mom Ems SOMEONE
Emmons mom
SOMME ESE so rGi MONSOON so EMMEME MEN 111111111101.11111 SEEM NONE
�_ MEM .A.- ��NOME 111111101111 MENNEN SEEMS
1111111111111111011 0
MENEM
SEEMS mom 0 111111111101111 on M 111111110111011 ENE II SEEMED � �-NEON rN
/.M mom ._ _ 111 MEN MEESE MEN- ' ' t - - '
so
- NOME11111111 _110
ENEENM
mom EMEMEN ME SIR NEMESES mom mom
SSE,
_ _�� M
ME ME 11110 _
1111111
mom0Ems .MOM ®�
_no 11 NEON■
ENE SOMME MEE
MAW
I A7
7 7 80'
Y
I
„
O LAT „J„ oo k O5 LAT M
N 45'40'22" W rn N 45'40'22" W
,; 0 1 28.11' v + `�
°0?� A=45' +zo ^ �?o0 1 A745' C o
a� ,; o � B=24 " "> > li o o v + B=24 "� �' o
+zo+ �o C=4.22' �j� LQ(z) =3.57'
C
ill > u ? D=66" "> > li D=66" W
PROP EP EXIST FENCEEXIST R/W _ _
'Q�
� - T
CL STREET
e -- - - -�
Q) _
- - - - - - - r -N - o
co _ -
o A PROP "' W - -��� -- _`-�' CONSTRUCT/ON NOTES:
- -W- - - - -. - - --�- -- - - - W - _ - -_ -_ - �r -- ,,�
_ _ - - _- _ _ _ !
L r- 1 -CONSTRUCT 66" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
e I 24" WATER LINE
(PROPV� CONSTRUCT 42" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
._ r� - ) O3 -CONSTRUCT 36" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
" �l 4�—CONSTRUCT 30" R.C.P. STORM DRAIN (D LOAD SHAWN ON PLAN).
1 / PROP S/W PROP R W EXIST R/W o� OJ ®� T »N � N (D ---CONSTRUCT 24 " R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). Z
O LAT K
A=45.19,38" E ! O LAT „L»_ / v N 41'3325" E
B=36" °' cj ' !� 59'1938 E �� p 41.66 0+ ON � ca
A% I �-CONSTRUCT M.H PER A.P.W.A. STD. PLAN 322-1 (SEE SH T. 7). J
C=3.77' h> �� 32.33 + z ,, A=42'14' o + + + I �CONSTRUCT J.S. PER A.P.W.A. STD. PLAN 331-2 (SEE SH T. 7).
caLr)
+ r °0 I A=60' N J B=30" N z O` L I 9 CONSTRUCT J.S. PER A.P.W.A. STD. PLAN 332-1 (SEE SH T. 8).
Q)(jc� v �r o B=24 �i v �, C=5.57' a 80' Z
W o N Q p CONSTRUCT BRICK & MORTAR BULKHEAD PER DETAIL SHOWN ON SHT 2. Q
p Q N i cn m . , MWD R/W CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN 300-2 (SEE SHT 8).
`� 1JrJ\Jrrl rlV-F rr?rl r ' J\JO J68-712 JW o J I o %--CONSTRUCT C.S.P. INLET MODIFIED TYPE V (SEE SH T. 2).
v3 I m
LQ
FUTURE STREET EISS I o
TOLL FREE "Mm"'! -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RECORD DRAW`Qi
L YTL E CREEK ROA
� z THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
3663 J BENCH MARK.•,¢' 8-17 BASIS OF BEAR/NGS. W
A PART, ON THE BASIS OF INFORMATION COMP AND _
FURNISHED BY OTHERS. THE ENGINEER Wit NOT $E CAL TRANS BENCHMARK �� 17. A
.,�� RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH BRASS CAP /N THE COIJCRETE BASE OF THE BRG. NO89*59'31 "E �
ry J I
HAVE SEEN INCORPORATED INTO THE DOCUMENTS A5 THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE C>
343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. N0.
A RESULT THEREOF. OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11. W
-- `- OF SIERRA A VE. 1428 609 J
®REWSION
STORM DRAIN
CURVE
DA TA
O
0
RADIUS
LENGTH
TANGENT
A
45'00'00"
22.50
17.67
9.32
B
45'00'00"
45.00'
23.26
12.03'
C
45'00'00"
45.00
23.50
12.03
TOLL FREE "Mm"'! -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RECORD DRAW`Qi
L YTL E CREEK ROA
� z THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
3663 J BENCH MARK.•,¢' 8-17 BASIS OF BEAR/NGS. W
A PART, ON THE BASIS OF INFORMATION COMP AND _
FURNISHED BY OTHERS. THE ENGINEER Wit NOT $E CAL TRANS BENCHMARK �� 17. A
.,�� RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH BRASS CAP /N THE COIJCRETE BASE OF THE BRG. NO89*59'31 "E �
ry J I
HAVE SEEN INCORPORATED INTO THE DOCUMENTS A5 THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE C>
343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. N0.
A RESULT THEREOF. OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11. W
-- `- OF SIERRA A VE. 1428 609 J
®REWSION
DESCRIPT70N®®�
-
-
-_11
--_-
001401.1
'i e-04MMM
Ig
v7:
0 1
ELEVA TION: I�
SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of : C/T Y OF FONTANA, CALIFORNIA J
QR�E�/OiV ^
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF PREPARED /N THE OFF/CE OF
��� � L l wq F� MADOLE AND A SSOC/A TES, INC. STORM DRAIN /MPRO VMEN T PLANS
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A c� �s���, DRAWN BY L YTLE CREEK ROAD SCALE: cry
� 3 No. 36637 c Mu 760-A SOUTH ROCHESTER AVENUE dM / / MPSD L/NE B5 AS SHOWN
THE CITY ENG/NEER MAY REQUIRE Exp: 06-30-06 ONTARIO CA 91761
D/L/GENT MANNER, * DESIGNED BY
PHONE (9091 937-9151 FROM 1901' N7'O SUMMIT AVE. DA7F• 10
c 1�0 2611 N O M/T AVE. MARCH 2004
REVISIONS TO THE PLANS TO BR/NG THEM INTO �'9T C i V I \- ���P /,,
F0 CAL_ W Date% CHECKED BY.• APP VED B). ; DRAWING NO. 5
6ONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. RCE 26627 EXP. 6-3 -0 �a _Z400"
03670 8
WENDELL L. /WATSURU � ' CITY ENGINEER R C E 51152 DATE '�Z