HomeMy WebLinkAbout3883-2SAFETY RESPONSIBILITY
CONTRACTOR AGREES THAT HE SHALL. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
EXISTING UNDERGROUND STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS
RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
THE CONTRACTOR SHALL CALL DIGALE RT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING.
UTILITY AGENCIES
CITY OF FONTANA
8353 SIERRA AVE
FONTANA CA 92335
TELEPHONE (909) 350-7610
SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES
16231 VALLEY BLVD.
FONTANA, CA 92335
TELEPHONE (889-9711) OR (800) 422-4133
SO.CALIF GAS CCNIPANY -- TRASMISSION DEPARTMENT
BREA, CA 92621
TELEPHONE (909) 529-2889 OR (800) 422-4133
SOUTHERN CALIFORNIA EDISON COMPANY
7951 REDWOOD AVENUE
FONTANA, CA 92336
(909) 357-6231 (SCS. OF MERRILL)
(909) 357-6223 (NO. OF MERRILL)
(800) 422-4133
SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT
825 E. THIRD STREET
SAN BERNARDINO, CA 92408
(909) 383-1665
PACIFIC TELEPHONE AND TELEGRAPH COMPANY
3073 ADAMS STREET
RIVERSIDE, CA 92504
(714) 359-2585 OR (800)422-4133
FONTANA WATER COMPANY
8440 NUEVO AVENUE
P.O. BOX 987
FONTANA, CA 92334
(909) 822-2201
GENERAL TELEPHONE COMPANY
245 N. MOUNTAIN AVENUE
POMONA, CA 91766
(213) 357-2257 OR (800)422-4133
INDEX MAP
SCALE 1:100
R/W
R/W
L -
C
EXIST. SIDEWALK
EXIST. 8" CURB & GUTTER
EXIST.
EXIST. SIDEWALK
2.5 AC OVER 12
COMPACTED NATIVE EXIST. 8" CURB & GUTTER
CYPRESS AVENUE (EXISTING)
DWG NO. 1824
(FOR REFERENCE ONLY)
N.T.S.
PUE R/W 50' R/W PUE
i 25 .-I •. 25 ----�
_ 7 _ I _ 18 _ I _ 18 —I _ 7 _ 1
5' I 4.0' 3.0' 6' 12' 1 12' 6' 3.0' 4.0' i 5'
+ILINi I LEVEL E
Ii
i
i 0.27' 0.03' X0.27'
I SLOPE 1 /4":1' SLOPE ,1/4:1 I
14"' ;OWL
SIDEWALKS ,� 4" ^ s'\ AC PAVEMENT �=�'---_. 6" CURB & SIDEWALK
6" CURB & GUTTER 12" COMPACTED TC = + 0.03'
TC = + 0.03' NATIVE SOIL, FL = — 0.47'
FL = — 0.47' 95% COMPACTION 6" C&G PER
CITY OF FONTANA
S.P. NO. 1003
TYPICAL ONSITE STREET SECTION, TI=5.5
N.T.S.
6" MIN
10' MAX
TABLE: 200-1.2 [A]
SIEVE SIZE PERCENTAGE PASSING
SIEVES
1 1/2
-
1"
3/4
100
1/2
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
6" MIN
10" MA
0.D 6" MIN
10" MAX
3" MAX. SIZE NATIVE -
- — — �11i_1�OIL COMPACTED 95%
w
N 111
10— 6" MAX. SIZE
NATIVE SOIL
COMPACTED 90%
3/4" MAX. SIZE --\
SELECTED NATIVE
BEDDING COMPACTED
. TO 90%
N Z
8' VCP
TYPICAL BEDDING
FOR 8" VCP
LESS THAN 10' DEEP
N.T.S.
O.D d 6" MIN
10" MAX
1/2" CRUSHED
STONE BEDDING PER =
APWA CONSTRUCTION
TABLE 200 1.2 [A] d
SHOWN
TYPICAL BEDDING
FOR 81Y VCP
10' OR DEEPER
N.T.S.
i-"
Q
0
N
O
Lo
0
N
co
o,
.v
0
0
1
I-
O
O
00
�I
W
Lu
cn
V)
z
Lu
d -
O
O
I
0o
0o
U
O
O
1-
0-
0
0-
0