HomeMy WebLinkAbout3253-21
CONTRACTOR/ F`Y LOCATION
1 ELEVA77ON OF EXISTING
PRIOR TO START OFF CONSTRUC77ON
w
10+11.00 S.D. XING
1362.66 TOP 8" SEWER
1364.08 BOT. 54" SD
1.42' CLEAR
EXISTING 8" SEWER PER CITY
DWG. NO. 2927
EXISTING 54" STORM DRAIN —
PER CITY DWG. NO. 2928
EXISTING 12" WATER UNE —
ll 12
ROYAL CREST WAY
SEE RIGHT
50'
25' 25'
7' 18 18 7'
_it 6 6
aW
PROPOSED 36" STORM DRAIN
PER CITY DWG NO. 3254 A �o ( VPUE�2 �'
o PROPOSED r``" I z
RW I _
I,. N
N
■ �g I MWEA ' = im
im
SM___atM
SAN SEEVAEVE ROAD
— -
s
ALLAHI] ENGINEEFIING H,q
Q� �� ry
68'
is
14
"AS—BUILT" STA. BACKWATER LOT NO. DESIGN STA. "AS—BUILT" STA.
YES NO
34'
34'
10+61
X 28
13+61
X
12' 22'
22'
12'
10'
10+22.00 WATER XING
3
11+63
X 30
14+00
X
4
12+50
1362.75 TOP 8 SEWER
12+80
X
5
12+68
X 32
`
X
m
a
13+11
1367.14 BOT. 12" WATER
11+44
X
26
1 12+60 1
1 X 1 34 1
10+80 1
X
27
13+41 1
(ASSUMED 48" COVER) 4.39' CLEAR
o
31+78.36 CL INT. SAN SEVAINE ROAD=
I
10+00.00 CL CORY PLACE
of
i a
I Z
I�I
CL M. H. #1
i r7
22+50.78 SAN SEVAINE ROAD=
6
r
1
10+00.00 CORY PLACE
I
10+11.00 S.D. XING
1362.66 TOP 8" SEWER
1364.08 BOT. 54" SD
1.42' CLEAR
EXISTING 8" SEWER PER CITY
DWG. NO. 2927
EXISTING 54" STORM DRAIN —
PER CITY DWG. NO. 2928
EXISTING 12" WATER UNE —
ll 12
ROYAL CREST WAY
SEE RIGHT
50'
25' 25'
7' 18 18 7'
_it 6 6
aW
PROPOSED 36" STORM DRAIN
PER CITY DWG NO. 3254 A �o ( VPUE�2 �'
o PROPOSED r``" I z
RW I _
I,. N
N
■ �g I MWEA ' = im
im
SM___atM
IM a
— -
s
ALLAHI] ENGINEEFIING H,q
Q� �� ry
Hom- ift ow
is
14
"AS—BUILT" STA. BACKWATER LOT NO. DESIGN STA. "AS—BUILT" STA.
YES NO
VEST: ift V
A 7
28
8 WATER BY OTHERS 2
PROPOSED 2 —
rRW
29
MI
OWN
11 12
10+19.23 WATER XING
1364.95 TOP 8" SEWER
1369.64 BOT 8" WATER
(ASSUMED 42" COVER)
4.69' CLEAR
12 3 AS (TYP.)
2 5' PUE 2 2
R
ROPOSED
N °o - N00'12'46"E -317.01'-
PROPOSED 8 SEWER — —
I "W——8"W---
N ^ / 10+00.00 CL INT. ROYAL CREST WAY= I I N
3
— — /
11+98.92 CL INT. CORY PLACE a I I
- >- PROPOSED f ; I PROPOSED 8" WATER BY OTHERS
I I I IV `� 3 FlRE HYDRANT PROPOSED \ :; , RW PROPOSED
5 PUE
o26
2� `'•' U QU PROPOSED 8" SEWER /
)
FIRE HYDRANT N
TY
¢ � __j
3 32 25
;m � E �
O Xa Z N a OO 0-
__j �
Xa MV) 0 0 Q::
N0 00
US �Q i
S SEVA ROAD no ~ m CS PROPOSED 8" � a o�= 06 o Q 19, t
�. M 00�v SEWER �°°� grn o
7 18 18 7
o LO
o�� —'± o z 25' 25'wqh 0 YA Lw CH WA y
M mo U
(DID
rn + n co �. v v 50'
N 1 rn O�f
�6
0
CD0
o
DIAL TWO WORKING
BEFORE ••• DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL
DATE I ENGR.I CITY I DATE
CORY PLACE
SEE LEFT
�. � CONS tJCT�'O."� I�OTES
_M LS *10 ASV C • O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
N& 01b C71L sN/7, qb, D2/b, cA . g171� t 2O CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER CITY
STD. DWG. NO. 125 SEE GENERAL NOTE NO. 30)
3 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
THEI9E RECOAD 0AAWINGS HAVE BEEN PREPARED, IN 4
PART, 6N THE BASIS OF INFORMATION COMPILED AND BASIS OF B GS: O INSTALL BACK FLOW CHECK VALVE
€UAN18HED BY OTHER. THE ENOINEER WILL NOT BE BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK /
/ AVENUE, BEING THE EAST LINE OF THE 6O SAWCUT &REMOVE EXISTING A.C. PAVEMENT. REPLACE A.C. PAVEMENT
k4AVt REI�N ISLE ANY OI�ISEIONSTSO RM THE ,.N'i� As WEST 1
H 2 OF THE SOUTHEAST 1 4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN PER CITY STD. DWG. NO. 131
A
'A AtstWT TH"aw. BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP N0. O7 SAWCUT AND JOIN EXISTING 8" V.C.P. SEWER
16009, MAP BOOK 285, PAGES 71. TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
SHOULD CO�tSTEEX— ION OF REQUIRED ENCH Prepared By:
PREPARED rope ESS
4
rK
N �
W a
C5 N
�
J ~
O W
0 Co
= r� o
5 Jn o
Y-1-6
u
oo9
'
Z
7' 181 118 71
25'1
25' 2 '
fu
13+16.01 CL INT. ROYAL CREST WAY=
10+00.00 CL INT. CERRITOS PLACE
EVROWMENTS NOT C012CE W117M
SEM LAT CT IC69
s
ALLAHI] ENGINEEFIING H,q
Q� �� ry
LOT NO.
DESIGN STA.
"AS—BUILT" STA. BACKWATER LOT NO. DESIGN STA. "AS—BUILT" STA.
YES NO
BACKWATER
YES NO
1
10+61
X 28
13+61
X
2
11+39
X 29
13+94
X
3
11+63
X 30
14+00
X
4
12+50
X 31
12+80
X
5
12+68
X 32
11+90
X
6
13+11
X 33
11+44
X
26
1 12+60 1
1 X 1 34 1
10+80 1
X
27
13+41 1
1 1 X
0
CD0
o
DIAL TWO WORKING
BEFORE ••• DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL
DATE I ENGR.I CITY I DATE
CORY PLACE
SEE LEFT
�. � CONS tJCT�'O."� I�OTES
_M LS *10 ASV C • O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
N& 01b C71L sN/7, qb, D2/b, cA . g171� t 2O CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER CITY
STD. DWG. NO. 125 SEE GENERAL NOTE NO. 30)
3 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
THEI9E RECOAD 0AAWINGS HAVE BEEN PREPARED, IN 4
PART, 6N THE BASIS OF INFORMATION COMPILED AND BASIS OF B GS: O INSTALL BACK FLOW CHECK VALVE
€UAN18HED BY OTHER. THE ENOINEER WILL NOT BE BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK /
/ AVENUE, BEING THE EAST LINE OF THE 6O SAWCUT &REMOVE EXISTING A.C. PAVEMENT. REPLACE A.C. PAVEMENT
k4AVt REI�N ISLE ANY OI�ISEIONSTSO RM THE ,.N'i� As WEST 1
H 2 OF THE SOUTHEAST 1 4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN PER CITY STD. DWG. NO. 131
A
'A AtstWT TH"aw. BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP N0. O7 SAWCUT AND JOIN EXISTING 8" V.C.P. SEWER
16009, MAP BOOK 285, PAGES 71. TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
SHOULD CO�tSTEEX— ION OF REQUIRED ENCH Prepared By:
PREPARED rope ESS
4
rK
N �
W a
C5 N
�
J ~
O W
0 Co
= r� o
5 Jn o
Y-1-6
u
oo9
'
Z
7' 181 118 71
25'1
25' 2 '
fu
13+16.01 CL INT. ROYAL CREST WAY=
10+00.00 CL INT. CERRITOS PLACE
EVROWMENTS NOT C012CE W117M
CALTRANS BENCHMARK N0. 8-17
s
ALLAHI] ENGINEEFIING H,q
Q� �� ry
TVV0 S OF TIC DATE OF APP20VAL
KB HORSE
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
� Civil Engineering - Land Surveying - Land Planning �P �?� c
�,
DRAWN BY:
SHO MMEON F02TH IN A
801 CORPORATE CENTER DRIVE
343' N 0 HIGHLAND AVENUE 0.2 MI. 0
/ W /
8253 Sierra Avenue m
No. 43976
AE
DILI TIM CITY E11T MY
SUITE 201
SAN SEVAINE ROAD IN SOUTH CONCRETE BASE
m
Fontana California 92335 � Ex , 6/30/05 �
P
DESIGNED BY:
REQ REVISIONS TO THE PLANS TO
POMONA, CA 91768-5641
OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
909) 356-1815 Fax (909) 356-1795 * *
( ��
AE
(s THEN INTO CO O ,CE
(909) 802-1154
HIGHLAND AVENUE FROM SIERRA AVENUE
tiQ
1�j '9 CIVI1-
$ O TFOF
CHECKED Y•
COQ MONS ST IN EFFECT
FAX (909) 802-1111
David S. Hammer, A.C.E. 43976 Date CALIF�R
�12DSH
ELEVATION: 1428.6090
(expires 6/30/2005)
( IN FEET )
1 inch = 40 ft.
CITY OF FONTANA, CALIFORNIA
BELLGROVE II COMMUNITY PLAN
SEWER IMP]ROVEMENT PLANS SCALE: "-
1 —40,
TRACT/16269 DATE:
CORY PLACE, R CREST IJAY AUGUST, 2003
APPRO Y. DRAWING NO.: $
<403
CITY ENGINEER R.C.E. 51152
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