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Q TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-500-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL
l�li;ilj�i► M *�
DATE I ENGR.I CITY I DATE
0 / 1 1 / all
1 ! 1 1 I rP
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4
wP F11
IVEWAY LOCATIONS SHOWN HEREON ARE
PROXIMATE. FINAL DRIVEWAY LOCATIONS
D DIMENSIONS SHOULD BE TAKEN FRO)
E APPROVED PRECISE GRADING PLAN
ii MIC1
:►
Ful
BASIS 0111c BE ING"S:
BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE
WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO.
16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
BENCEMAM
PREPARED FOR:
KB HO E CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0
SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
(909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE
FAX (909) 802-1111
ELEVATIO: 1428.6090
►' IR -4 0 A
BASISR -
`6
q MADOLE ,SVD A WC1A 10C •
a�_ M CMIT soo n�lT�hfo CA - 9'13*t lgdl' _ alt � _ ...
Q
N, D. X31'ORDRAWING
G IHC SCALE ,
s tHEtl 11FCOM0 DRAWINGS HAVE BEEN PPIPAR90, IN
40 80 160 PAMON THE BASIS OR INFORMATION COMPILED AND
QI C FUhNISHEC by OTHERS. THE ENGINEER WILR. NOT 0€
i IB EONNSI LE FOR ANY ERRORS OR OMIS�TIONS WHICH
H
i�}Z,_ - BEEN INCORPORATED INTO THE DOCUMrNN A@
( IN FEET) 12 rPrp, A A SULT TIS AEOR
1 inch = 40 ft.
REGAL PAIM LNE
SEE LFYT
5n'
PI^ V r\O
CONS i=0f1 NOM ++
a
,
O1 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
O CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LA RAL & CLEANOUT PER CITY
STD. DWG. NO. 125 SEE GENERAL NOTE NO. 30)
O3 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
04 INSTALL BACK FLOW CHECK VALVE
Prepared By:
QRpF ES IpN9
ALLARD ENGINEERING ��P SSriq ( 0
Civil Engineering - Land Surveying - Land Planning ti
8253 Sierra Avenue No. 43976
Fontana, California 92335 a Exp, 6/30/05
(909) 356-1815 Fax (909) 356-1795
mm �
V I�i S 43 �9r c j VIt-
David S. Hammer, A.C.E. 43976 Date FBF CALIF
(expires 6/30/2005)
LOCA AVENW
PROPOSED IMPROVEMENTS
PER CITY OF FONTANA DWG.
NO. 3252 SHE 7 OF 10
73'
PROPOSED CL PROPOSED '1!I►� •
•STORM DRAIN
L
UA mini No
I III�11 IIIIIIIIIIIIIIIIII IIIIIIII � ■ M
CITY OF FONTANA, CALIFORNIA
r,
•'1.1 t
•
r
DRAWNELLGROVE 11 COM MUNITY PLAN
BY. SCALE.
DESIGNED BY. DATE.
AE A L AUGUST, „ ,.. 11
AL
DRAWING NO.:
MON
jj(K"Tinj
F
161UTEUM =a IR -59
LOT NO.
DESIGN STA. "AS—BUILT" STA.
BACKWATER
YES NO
LOT NO.
DESIGN STA. AS—BUILT STA.
BACKWATER
YES NO
LOT NO.
„ "
DESIGN STA. AS—BUILT STA.
BACKWATER
YES NO
35
10+07
X
44
14+27
X
53
12+83
X
36
10+12
X
45
15+23
X
54
12+96
X
37
10+28
X
46
15+43
X
62
14+46
X
38
10+63
X
47
16+26
X
63
13+61
X
39
10+82
X
48
10+60
X
64
13+41
X
40
11+63
X
49
11+39
X
65
12+50
41
12+69
X
50
11+59
X
66
12+04
X
42
13+26 1
X
51
12+51
X
67
11+65
X
43
14+15 1
X 1
52
1 12+71 1
1
X
68
F 10+90
X
a
o
N
C=
DIAL
Q TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-500-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL
l�li;ilj�i► M *�
DATE I ENGR.I CITY I DATE
0 / 1 1 / all
1 ! 1 1 I rP
►� i r
�" i. • 1 1 I � 1
4
wP F11
IVEWAY LOCATIONS SHOWN HEREON ARE
PROXIMATE. FINAL DRIVEWAY LOCATIONS
D DIMENSIONS SHOULD BE TAKEN FRO)
E APPROVED PRECISE GRADING PLAN
ii MIC1
:►
Ful
BASIS 0111c BE ING"S:
BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE
WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO.
16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
BENCEMAM
PREPARED FOR:
KB HO E CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0
SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
(909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE
FAX (909) 802-1111
ELEVATIO: 1428.6090
►' IR -4 0 A
BASISR -
`6
q MADOLE ,SVD A WC1A 10C •
a�_ M CMIT soo n�lT�hfo CA - 9'13*t lgdl' _ alt � _ ...
Q
N, D. X31'ORDRAWING
G IHC SCALE ,
s tHEtl 11FCOM0 DRAWINGS HAVE BEEN PPIPAR90, IN
40 80 160 PAMON THE BASIS OR INFORMATION COMPILED AND
QI C FUhNISHEC by OTHERS. THE ENGINEER WILR. NOT 0€
i IB EONNSI LE FOR ANY ERRORS OR OMIS�TIONS WHICH
H
i�}Z,_ - BEEN INCORPORATED INTO THE DOCUMrNN A@
( IN FEET) 12 rPrp, A A SULT TIS AEOR
1 inch = 40 ft.
REGAL PAIM LNE
SEE LFYT
5n'
PI^ V r\O
CONS i=0f1 NOM ++
a
,
O1 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
O CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LA RAL & CLEANOUT PER CITY
STD. DWG. NO. 125 SEE GENERAL NOTE NO. 30)
O3 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
04 INSTALL BACK FLOW CHECK VALVE
Prepared By:
QRpF ES IpN9
ALLARD ENGINEERING ��P SSriq ( 0
Civil Engineering - Land Surveying - Land Planning ti
8253 Sierra Avenue No. 43976
Fontana, California 92335 a Exp, 6/30/05
(909) 356-1815 Fax (909) 356-1795
mm �
V I�i S 43 �9r c j VIt-
David S. Hammer, A.C.E. 43976 Date FBF CALIF
(expires 6/30/2005)
LOCA AVENW
PROPOSED IMPROVEMENTS
PER CITY OF FONTANA DWG.
NO. 3252 SHE 7 OF 10
73'
PROPOSED CL PROPOSED '1!I►� •
•STORM DRAIN
L
UA mini No
I III�11 IIIIIIIIIIIIIIIIII IIIIIIII � ■ M
CITY OF FONTANA, CALIFORNIA
r,
•'1.1 t
•
r
DRAWNELLGROVE 11 COM MUNITY PLAN
BY. SCALE.
DESIGNED BY. DATE.
AE A L AUGUST, „ ,.. 11
AL
DRAWING NO.:
MON
jj(K"Tinj
F