HomeMy WebLinkAbout3246-2PROFILE SCALE
VERT. i" = 4'
HORIZ: I' = 40'
O�,,&4�6FPS a 45.47CFs
L�l' I 11300
A i
Oil
---- ---- --- --- --- --- W ----
PflOFIL{E OF PRO F.S.OVER PIEPII
PPIPE
FPS
1300 010o 10.93CFS
VOo=3.48 FPS
S. W r
�N
q Io�
1290`
V=4.70 kl
I N. R/W
I N '31N 1
n t3! t i
0
if ole
I I
v=4.70
I z I IE3= 1L I I12v('tl
".t OF PPE TO JOIN Na1STM Z*W �r%
? 1�
N %
STA. 0+24 ANO ooNr�cT TO > PeOPosco �9 9
Q CATCH 8"
LF244" RCP (20000)J� 7 8
-�•- � � ... _.. ._ _ �?8 I ��� � — y � I� F� S=0.009. �`j 490 � l �
� � � 1285 a.
EX.7.00 'LF 24"RC 15000
S=0.0488 M U T I a�0 00
---- -- -- __. _ ____- --- - - ---- ---- ----- -- - -- -- + ,g .__-------------- --- -_ __ .--- -- --- -__-- -- ---- - - - - _ -- ----- - -- ------...--------- ---- — -- (PRO T - IN)— — - - ---- — ---- Com,
I� N r--- --r--
-too��-o. —�-- i PROEI�E OF PROP. O M DR IN PAPE — __� —_ — IS=o.�T — 1280 1280 1280
s 1 lllj
r I i _' P FILE T SEWER A N N
! - -_--__ .-----'................... .. __........ ...---...-------------_... .. _-.--- .- 3 _.---- - .... __.....- - _ -_. _..._. _...._ .. _. ._... ._.... .. ..._ --------"_-_-_----- --------------------- --'---- _----- --------------- -- LATERAL ' 'r - 1 --- _-�-- - - ----- M N , N N
l Q ( c� ■ PROFILt SCALE w
ico- - - - - - - - OO - I - - - - _ - - - - - - - - -- - - - - - - --- - - - ------ - - VERT:- 4,' - .................. -- -- - ---- CONST. 30.95 .LF - ; CONST
---- ----- ---- ---- -----� --- . ---- - - - -- - - - - - - - - t N h, N HORIZ. i - = -2o- - -- 24 RCP 20000 24' RCP
N . 165.93 •15000 i 1 CONST. 276.14 LF 30' RCP 15000 ,
co sr La 10+50 10+00
1'
N TE: CONTRACTO TO VERIFY LOCATION AN
€t€KATION P IOR- TO CONSTRUCTION. LATERALS 3 AND 4
PROF_T T—T I I_ i i I ( VERTILi"SCAL4
19+00 20+00 n 21+00 22+00 23+00 24+00 10+00 HORIZ: 1" = 20'
NOTE. CONTRACTOR SHALL PROTECT AND SUPPORT
ALL EXISTING UTILITIES AND PROVIDE SHOP
DRAWINGS APPROVED BY A CIVIL ENGINEER
FOR SUPPORT OF EXISTING PIPE CROSSINGS
SUSPENDED ABOVE PROPOSED RCB TO THE
SATISFACTION OF THE AFFECTED AGENCY.
CONTRACTOR SHAH TAKE ALLNE SSARY
PRECAUTIONS DURING CONSTRU ION
TO PROTECT THE EXISTING SPR T FIBER OPTIC
LINE IN PLACE
0 10 20 40/ 80
SCALE: 1'=40'
Q
61PROTECT EXISTING LATERAL 1
STORM DRAIN IN PLACE �' N64'55'44'W
(36" S.D. PER HEMLOCK STORM DRAIN PLAN, DWG. NO. 17HEMLOCK
7L —. —. — .—.—_
PROP
L r
A44P /
0 /
1 • / W F�-
�a N
/ m o
si
/ N
� n
/ � 5
FIRM: raab engineering, Inc.
ADDRESS: 310 S. MAPLE ST., STE. D
CORONA, CA 92880
TELEPHONE: (9 ) 272-,N7 2 FAX: ( 909) 272-0166
29616 o tdr oz
SIGNATURE RCE DATE
0, FESS14,
R4'� Fye/
w NO. 29616
1$ Exp. 3/31/03 0
�S'J9T
.01
V 1 \_ ���Q•
OF CAL�F�
2
�
� -8+40.46 ST. STA.
U C.B. WWO', V=4.70
- LATERAL 2
'�`��
A
. �ss
N45'1 9'27"E
v N
N d.
45'
ao' vi .
+ +*3
120LATERAL
3
u �
4
2
�
� -8+40.46 ST. STA.
U C.B. WWO', V=4.70
RADIUS
'�`��
A
. �ss
01
90'13'32'
45'
3
120LATERAL
3
N39'10'02"E o
46
r
43
1
5'
61'
,AM107.06
Rlw
5
NMI
N ::12`
47
20'
20'
1
'
cd
cl4
N
_
�
N d' : •
I
ZBs
••
CNOI
=8+51.02 sr. sra�
3 C.9., W=7=7.0, V=4.70=4.70' 6
LATERAL 4
N53'25'S6"W
X24+09.19 E J.S.����
=8+60.75 ST. TKO
A4= 36'; A3= 51'
13
q PIPE CURVE DATA
CURVE
1.
RADIUS
LENGTH
.
01
90'13'32'
45'
70.86'
45.18'
,AM107.06
Rlw
NMI
1111=111=01111
cl4
mmil
ml '
q PIPE CURVE DATA
CURVE
0
RADIUS
LENGTH
TAN
01
90'13'32'
45'
70.86'
45.18'
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
O
W II . • �o�``4P�
0 10 20 40 80 120
SCALE: 1'=40'
HEMLO AVE.
-� II°CII
EX. CATCH BASIN PER HEMLOCK ELEMENTARY i
SCHOOL S.D. PLAN, DWG. NO. 2213 I EX. CATCH BASIN
�+ I 8 TO BE REMOVED
i
9+69.60 n
18 21.0' CB
I I
I •�
I I
I F
it ( 19
CONSTRUCTION NOTES I I
III �
(D -CONST. 36" RCP (1500D)
Q- CONST. 30' RCP (1500D)
Q - CONST. 24' RCP (2000D)
-CONST. JUNCTION STRUCTURE PERAFWA.STO. 321-1 AND PER
DETAIL SHOWN ON SHEET 4.
O5 -MODIFY EXIST. JUNCTION STRUCTURE AS NECESSARY
TO JOIN TO THE SATISFACTION OF THE INSPECTOR.
6O --CONST. CONC. C.B. (W AS SHOWN) PER APWA STD. PLAN 300-2.
O7 -INSTALL CONCRETE COLLAR PER APWA STD. 380-3 AND PER
DETAIL SHOWN ON SHEET 3
8D— SAWCUT AND REMOVE EXISTING 24' RCP AS NECESSARY
REVISION DESCRIPTION DATE ENGR. I CITY DATE 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 REOUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDMONS AND
STANDARDS IN EFFECT.
0100 12.25CFS
V 00=3.90 FPs
i
i l
N ...'N c n Au
1295
1290
1285
1280
0o010.93CF
qioO3.48FPs'
10+50
010011.73 us
V00-3.73 FPS
Wepared-UMer-The-S-uWM ,0f
Date :
10+50 10+00 10+50
LATERALS 1 AND 2
PROFILE SCALE
VERT: 1" = 4'
HORIZ: 1' = 20'
CITY OF FONTANA, CALIFORNIA
1290
1285
1280
1295
1290
1285
1280
VRHYYI\ nr. SCALE: 408STORM DRAIN PLAN - TRACT 16216
DESIGNED BY: HEMLOCK AVENUlF AND MILLER AVENUE DATE:
27 AUG 2002
CHECKED BY: APPRO 'D -8Y: DRAWING NO.: 2
i�".a 07F3 246 4
CIT ENGINEER R.C.E. 51152 DATE: