HomeMy WebLinkAbout3249-1U
LIABILITY FOR UNDERGROUND SERVICES
ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF
AVAILABLE RECORD DATA, TO THE BEST OF OUR KNOWLEDGE. WHILE DUE CARE WAS
TAKEN IN PREPARATION OF THIS INFORMATION, THE ENGINEER CANNOT AND DOES NOT
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION.
IT SHALL BE THE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR TO DETERMINE THE
EXISTENCE OR NON—EXISTENCE OF SUCH UTILITIES AND TO PROTECT THEM IN PLACE.
THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY
PIPES, CONDUITS, AND OTHER STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS.
IN THE EVENT THAT UNKNOWN. UTILITIES OR UNKNOWN STRUCTURES ARE FOUND, OR
KNOWN FACILITIES ARE FOUND DURING CONSTRUCTION AT UNEXPECTED ELEVATIONS OR
LOCATIONS, THE ENGINEER AND THE CIN OF FONTANA ARE TO BE NOTIFIED OF SUCH
CONDITIONS AT ONCE. THE ENGINEER WILL MAKE ANY REQUIRED DESIGN CHANGES AND
THE CONTRACTOR WILL AGREE TO COMPLETE THE WORK, INCLUDING REPAIRS REQUIRED,
IN AN EXPEDITIOUS MANNER.
THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 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 ONLY THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER TO THE FULLEST EXTENT PERMITTED BY LAW.
BOYLE ENGINEERING CORPORATION IS NOT RESPONSIBLE FOR ANY INFORMATION SHOWN
ON THESE PLANS PROVIDED BY OTHERS.
INDEX OF SHEETS
SHEET N0. DWG. N0. DESCRIPTION
1
3249
TITLE SHEET
2
3249
GENERAL NOTES
3-5
3249
CONSTRUCTION DETAILS/APWA STD. PLANS
6
3249
PLAN AND PROFILE
` 7
3249
PLAN AND PROFILE
8
3249
PLAN AND PROFILE
9
3249
PLAN AND PROFILE
10
3249
PLAN AND PROFILE
11
3249
PLAN AND PROFILE
12
.3249
LATERAL PROFILES
13
3249
TRANSITION STRUCTURE PLAN, SECTIONS & DETAILS
14
3249
TRANSITION STRUCTURE SECTIONS & DETAILS
15
3249
TRANSITION STRUCTURE TYPICAL DETAILS
16
3252
TRAFFIC PLAN TITLE SHEET
17
3252
STAGE 1
18
3252
STAG E 2 & STAG E 3
19
3252
STAGE 3
20
3252
STAGE 4
21
3252
STAGE 5
22
3252
STAGE 5
���,_ �,,,s:e.r� q4,, a,.�.� ,,,v'�'L's�' a�'�� :r6.t ,j4. .;� kn•�._.».
,�'S�la �:�.,
x
r4CALIFORNIACONSTRUCTION PLANS
FOR
CITRUS AVENUE
STORM DRAIN- --IMPROVEMENT CLANS
FROM BASELINE AVENUE TO SOUTH HIGHLAND'AVENUE
UTILITY/AGENCY CONTACTS
AGENCY REPRESENTATIVE PHONE NO.
CITY OF FONTANA _
JIM ROBINSON
909-434-7001
8353 SIERRA AVENUE
AS
FOLLOWS:
FONTANA, CA 92335
1.
BM # 6-5 (PSN 00482), BRASS DISK IN
SOUTHERN CALIFORNIA EDISON
�. ,i(� % 7 (,�' 6114
909-357-6585
7951 REDWOOD AVENUE
f,.. V.C-D %RZ V ?-A W / N G'
DISPOSAL SITE.
FONTANA, CA 92336-
2336-SBC
2.
BM # 7-13 (PSN 00508), BRASS DISK
SBC
SUSAN MORGAN
714-666-5401
RIGHT OF WAY DEPARTMENT
ELEVATION: 1,311.323 (U.S. SURVEY FEET)
1265 VAN BUREN STREET
BM # 7-15 (PSN 00510), BRASS DISK
IN NORTHEAST CORNER (TOP) OF CONCRETE
ROOM 180
-
ANAHEIM, CA 92807
WEST OF LIME AVENUE.
AVE
THE GAS COMPANY
RICKEY REYES
.909-335-7508
16231 VALLEY BOULEVARD
IN SOUTH CONCRETE BASE OF S.C.E. TOWER
FONTANA, CA 92335
THE NORTHWEST CORNBR OF HIGHLAND AVENUE
SAN GABRIEL VALLEY
LUIS MONTENEGRO
626-448-6183
WATER COMPANY
ELEVATION: 1,428.609 (U.S. SURVEY FEET)
11142 GARVEY AVENUE
EL MONTE, CA 91734
ADELPHIA
PAUL CYR
909-975-3342
1260 DUPONT STREET
ONTARIO, CA 91761
TIME WARNER TELECOM DEAN CASTLE 909-456-3652
GOLDEN STATE UTILITY COMPANY HOWARD ERIKSEN 909-574-0359
4
ok =
�70
Lq,
PROJECT AREA-
lk
I dl�%-rr�
THE SEWER IMPROVEMENTS FROM CHASE RD.
NORTH TO WALNUT AVE. WILL BE
CONSTRUCTED BY THE PRIVATt DEVELOPER
BUILDING TRACT 16363. THIS SEWER MAIN
CONSTRUCTION WILL BEGIN AS SOON AS THE
SEWER PLANS (BEING PREPARED BY BOYLE)
ARE APPROVED. THIS SEWER CONSTRUCTION
WILL BE COMPLETED PRIOR TO THE CITY'S
CONSTRUCTION OF THE STORM DRAIN &
STREET IMPROVEMENTS PLANS.
BASIS OF BEARINGS:
THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS -83), ZONE 5, EPOCH 1992.88,
BETWEEN SAN BERNARDINO .COUNTY SURVEYOR'S GPS STATIONS 21126 AND 21293,
BEING NORTH 00L12'34" WEST. COORDINATES AND DISTANCES GIVEN IN THIS
PROJECT ARE GRID. TO .OBTAIN GROUND DISTANCES;: DIVIDE GRID DISTANCES BY
0.999913396 (AVERAGE COMBINATION FACTOR BETWEEN SAID STATIONS).
BENCHMARK:
NATIONAL GEODETIC VERTICAL DATUM OF
1929 (NGVD-29) BASED ON FAST—STATIC
GPS
SURVEY BETWEEN FOUR (4) SAN BERNARDINO COUNTY SURVEYOR'S BENCHMARKS
AS
FOLLOWS:
1.
BM # 6-5 (PSN 00482), BRASS DISK IN
TOP OF CURB STAMPED "6-5 1970" AT
>
THE SOUTHEAST CORNER SIERRA AVENUE
AND ENTRANCE ROAD TO COUNTY REFUSE
f,.. V.C-D %RZ V ?-A W / N G'
DISPOSAL SITE.
ELEVATION: 1,594.957 (U.S. SURVEY FEET)
2.
BM # 7-13 (PSN 00508), BRASS DISK
IN TOP OF CURB STAMPED "7-13 1970" AT
THE NORTHEAST CORNER CYPRESS AVENUE AND FOOTHILL BOULEVARD.
ELEVATION: 1,311.323 (U.S. SURVEY FEET)
3.
BM # 7-15 (PSN 00510), BRASS DISK
IN NORTHEAST CORNER (TOP) OF CONCRETE
RAILROAD BRIDGE ABUTMENT STAMPED "7-15 1970", 34 FEET NORTH OF
FOOTHILL BOULEVARD AND 131 FEET
WEST OF LIME AVENUE.
AVE
ELEVATION: 1,286.018 (U.S. SURVEY' FEET)
4.
BM # 8-17 (PSN 00534), BRASS DISK
IN SOUTH CONCRETE BASE OF S.C.E. TOWER
#195 STAMPED "8-17 1970", NEAR
THE NORTHWEST CORNBR OF HIGHLAND AVENUE
AND SAN SEVANE AVENUE, 343 FEET
NORTH OF HIGHLAND AND 0.2 MILE WEST OF
SAN SEVANE.
ELEVATION: 1,428.609 (U.S. SURVEY FEET)
VICINITY MAP_
NOT TO SCALE
SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11
p �
FOR BENCHMARK AND orl 11
BASIS OF BEARINGS, DIAL TWO WORKING
SEE SHEET 1 BEFORE DAYS BEFORE
TOLL FREE 'Immm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
INDEX MAP_
SCALE: 1"=200'
200 100 0 200 400
SCALE IN FEET
REV.
REVISION DESCRIPTION
DATE
ENGR.
I CITY
DATE
AS CON 5 [ZU G l C—D CVN..m CiE5.5T 6
-�TA
>
Q
zi�o
f,.. V.C-D %RZ V ?-A W / N G'
Olcdo&l
Z12-
E
'th ,,,
Q
Qr
SUMMIT
AVE
a
z
os�
0 0
Y
W
w
Q
U
U C)
J
STATE HIGHWAY 30/210
w
f S.
HIGH
D
f
f
Q
Q
z
w
'-
w
Q
Q
v
=
>
Q
w
WAL
w
UTw ST Q
.
w Ix
N
Q
O
w
U
w
m
¢
,
>
Q
�
W
Q
o
U
=
�
Q
,
o
i z
Q
w
W
�.
BASED
E
AVE
cin
a
N
-I
a
BASELINE AVE
0
a
a_
Q
t
U
MIL
FR
v
co
�o
a
U
Of
'OOTI
14
B VD
FOOTHILL BLVD
w
w
SANBAG
sU 1
ARROW BLV
=
W
w
=�
m
AT & SF RR (METROLINK)
VICINITY MAP_
NOT TO SCALE
SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11
p �
FOR BENCHMARK AND orl 11
BASIS OF BEARINGS, DIAL TWO WORKING
SEE SHEET 1 BEFORE DAYS BEFORE
TOLL FREE 'Immm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
INDEX MAP_
SCALE: 1"=200'
200 100 0 200 400
SCALE IN FEET
REV.
REVISION DESCRIPTION
DATE
ENGR.
I CITY
DATE
AS CON 5 [ZU G l C—D CVN..m CiE5.5T 6
-�TA
�. .i
f,.. V.C-D %RZ V ?-A W / N G'
Olcdo&l
Z12-
E
'th ,,,
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 REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO} CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
aT?ECORD DR&wit4c
CITY OF FONTANA, CALIFORNIA
,p QR NNSBl��9l el1L�llal�/7�CGIRpORRT�D/7
� CITRUS AVENUE STORM DRAIN ,IMPROVEMENTS
�
11331 WEST SIXTH STREET, ONTARIO, CA 91762 (9 933-5225, (909) 933-5228 FAX DRAWN BY: SCALE:
repared Under The Supervision Of : RA AS NOTED
Exp. 9/30/05 � DESIGNED BY: TITL S E � DATE:
y, ����/RE _ 6/ 03
qTF F, CAL�F(j\ CHECKED D B DRAWING NO.:
Date :—j�T-�,� JL /—Z7 3249
CITY ENGINEER R.C.E. 51152 DATE:. 22
II