HomeMy WebLinkAbout3530-1GENERAL NO TES
I ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN
BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS
OTHERWISE NOTED,
2 WHEN A TECHNICAL CONFLICT /S FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK", THE CONTRACTOR SHALL
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE /N PLACE ONE WEEK PRIOR
TO IMPLEMENTING DETOURS.
5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK /N PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER,
7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5
FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN Ft VE (5) FEET IN DEPTH SHALL BE GUARDED
BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF
THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET
SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT,
10 NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS
BEFORE EXCA VA TION.
12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT
LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC
WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES
SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE
AGENCY AUTHOR/ZA TION. CONTRACTOR SHALL COORD/NA TE WITH THE APPROPR/A TE WA TER COMPANY FOR
VALVE OPERATION AND WATER REQUIREMENTS.
14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT'WHERE OTHERWISE NOTED.
15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR,
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT
18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N THE CONSTRUCTION AREA FOR RESIDENTS
AND EMERGENCY VEHICLES.
19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
ADEQUATE WATERING, AT ALL TIMES.
20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT
PRIOR WRITTEN APPROVAL.
21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED
DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENS/TY IS
OB TANNED.
23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY
ENGINEER.
26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND
LOCATION OF CONNECTIONS, CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
27 /F EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30 APPROVED SOIL STER/LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
34 M/NNMUM D L OAD FOR Cl TORM DR
C/TY OF FONTANA UTILITY NOTIF/CA TION LIST
CITY OF FONTANA PACIFIC BELL CO.
ATTN.• CARLOS NAVARRO ATTN, • NORMA GUILLOT
8353 SIERRA AVENUE 1265 N. VAN BUREN STREET
FONTANA, CA 92335 SUITE 180
(909) 350-6632 ANAHEIM, CA 92807
(714) 666-5401
SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
A T TN: GREG GA SPAR A T TN: JACK HA YES 1205
16231 VALLEY BLVD, DUPONT AVENUE ONTARIO, CA. 91761
FONTANA, CA. 92335 (909) 390-4738
(909) 428-8411
EMERGENCIES: (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92335
(909) 820-5598 - UNDERGROUND
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 - PIPELINES
(909) 357-6233 - DISTRIBUTION
CRA WFORD CANYON MUTUAL WATER CO.
ATTN: BASIL FABR/Z/O
(909) 463-9580
UNDERGROUND SERVICE ALERT
(800) 422-4133
VER/ZON
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
POMONA, CA. 91766
(9091 469-6327
FONTANA WATER COMPANY
A T TN., MICHAEL ✓. McGRA W
8440 NUEVO AVENUE
FONTANA, CA 92335 (909)
822-2201 FAX (909)
823-5046
WEST SAN BERNARDINO WATER CO.
ATTN: LON TSAI
855 W. BASELINE ROAD
RIALTO, CA 92377
PRI VA TE ENGINEER'S NOTICE TO CONTRA C TORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO
THE BEST OF OUR KNO WL EDGE, THERE ARE NO EXISTING UTIL I TIES EXCEPT THOSE
SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE
CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE
UTILITY PIPES, CONDUITS OR S TRUC TURES SHOWN OR NOT SHOWN ON THESE
DRA WINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT, • INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 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 /N CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER,
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
IT /S THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND/OR COORDINATE SERVICES
TO ADJACENT PROPERTY. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY.
3/4:1 SLOPE OR GREATER
OR ADEQUATE SHORING
90% COMPACTED
NATIVE BACKFILL
3" MAX. SIZE
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MA TERIAL (1" MAX. SIZE).
- A/N P/PE /S 1350. p O
O
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
w i
NOT TO SCALE
REV. REVISION DESCRIPTION
14EC. DWG.
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2 TRENCH DEPTHS OF GREA TER THAN 5'
SHALL HAVE ADEQUATE SHORING.
3. CLASS II AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
NOTE.- COMPACTION SHALL BE 90°o IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
INDEX MAP
SCALE 1" = 100'
9_000*w I'll
d
VICINITY MAP
NTS
1
( °
�?� e, %`¢: �,,� �d y.4,. �rx I���C1,`•w�� _9� n t' 1 ! t I t `! �C' �"Y ('ia
DESCRIPTION
2
o A.C. ASPHAL TIC CONCRETE
6" -MIN.
TANGENT
3 OF 6
B.C. BEGIN CURVE
8„ MAX.
.` G of
5 OF 6
B. V. C. BEG. VERTICAL CURVE
T. C.
TOP OF CURB
BENCH MARK: # No. 615
B. W. BACK SIDEWALK
W
WIDTH
THE BEARING OF N00'16 44 W ALONG
"
THE WEST LINE SECTION 30,
C.B. CATCH BASIN
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE N0. 901 1 E
TOWNSHIP 1 NORTH, RANGE 5 WEST,
LLJ
C.L. CENTERLINE
V
J
i
6 -,;,
Ld E. C. END CURVE
t>
VERT/CAL CURVE
E.P. EDGE PAVEMENT
U E.G. EDGE GRADE
IND/GATES SLOPE 2:1
cn EX. EX/STING
O
AC PAVEMENT
E.V.C. END VERTICAL CURVE
i % '
REMOVAL
F. L. FLOW LINE
•
l�lll /1
77 1
11 \
STORM DRAIN PIPE
0.6'0
ulUl
G.B. GRADE BREAK
(590.77)
GRANULAR BEDDING FROM SELECTED
H.P. HIGH POINT
TRENCH SIDE MA TERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
310.00
INDICATES PROPOSED ELEVATION
1/2 CRUSHED STONE BEDDING.
300
INDICATES EXISTING CONTOUR
RCP
TRENCH DE TA IL
320
- A/N P/PE /S 1350. p O
O
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
w i
NOT TO SCALE
REV. REVISION DESCRIPTION
14EC. DWG.
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2 TRENCH DEPTHS OF GREA TER THAN 5'
SHALL HAVE ADEQUATE SHORING.
3. CLASS II AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
NOTE.- COMPACTION SHALL BE 90°o IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
INDEX MAP
SCALE 1" = 100'
9_000*w I'll
d
VICINITY MAP
NTS
1
LEGEND
�?� e, %`¢: �,,� �d y.4,. �rx I���C1,`•w�� _9� n t' 1 ! t I t `! �C' �"Y ('ia
DESCRIPTION
2
o A.C. ASPHAL TIC CONCRETE
TAN.
TANGENT
3 OF 6
B.C. BEGIN CURVE
4 OF 6
.` G of
5 OF 6
B. V. C. BEG. VERTICAL CURVE
T. C.
TOP OF CURB
BENCH MARK: # No. 615
B. W. BACK SIDEWALK
W
WIDTH
THE BEARING OF N00'16 44 W ALONG
"
THE WEST LINE SECTION 30,
C.B. CATCH BASIN
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE N0. 901 1 E
TOWNSHIP 1 NORTH, RANGE 5 WEST,
DATE:
FEB. 2004
C.L. CENTERLINE
V
VERT/CAL DEPTH
i
6 -,;,
Ld E. C. END CURVE
V. C.
VERT/CAL CURVE
E.P. EDGE PAVEMENT
U E.G. EDGE GRADE
IND/GATES SLOPE 2:1
cn EX. EX/STING
O
AC PAVEMENT
E.V.C. END VERTICAL CURVE
i % '
REMOVAL
F. L. FLOW LINE
F. S. FINISH SURFACE
ulUl
G.B. GRADE BREAK
(590.77)
INDICATES EX/ST/NG ELEVATION
H.P. HIGH POINT
INV. INVERT
310.00
INDICATES PROPOSED ELEVATION
L. E. LANDSCAPE EASEMENT
300
INDICATES EXISTING CONTOUR
0. C. ON CENTER
320
INDICATES PROPOSED CONTOUR
P.C.C. PORTLAND CEMENT CONCRETE
DAYLIGHT/ CUT -FILL LINE
(R) RIDGE LINE
s'
l`
R/W RIGHT OF WAY
CONSTRUCTION NOTES
QUANTITIES
Ol —
CONSTRUCT 42" DIA. R.C.P. D -LOAD PER PROFILE.
132 L. F.
2�
CONSTRUCT 36" DIA. R.C.P. D -LOAD PER PLAN.
170 L. F.
a3 —
CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE.
920 L.F.
O4 --
CONSTRUCT 18" D/A. R.C.P. D -LOAD PER PROFILE.
87 L.F.
O5 —
CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN 300-2, H=4';
8 Eq,
"W" SHOWN ON PLAN, SEE SHEET 4.
�—
CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN 322-1.
SEE SHEET NO
4. 1 EA.
O7 —
CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD.
PLAN 342-1, SEE SHEET NO. 4.— 2 Eq.
a—
CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. STD. PLAN 331-2,
SEE SHEET NO. 4.
4 EA.
�9 --
CONSTRUCT MANHOLE PER A. P. W.A. STD. PLAN 321-1.
SEE SHEET 5.
1 EA.
10
CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN 320-1.
SEE SHEET 5.
1 EA.
11
CONSTRUCT CONCRETE COLLAR PER A. P. W.A. STD. PLAN 380-2, SEE SHEET 6 J Eq.
12
CONSTRUCT MANHOLE MODIFIED A.P. W.A. STD. PLAN 321-1,
1
SEE SHEET NO. 5 ("L_ SHOWN ON PLANS).
EA.
CONSTRUCT 4' WIDE x 2' HIGH R.C.B. PER L.A. CO. D.P. W. STD. PLAN
3053-0, 30 L.F.
SEE SHEET 5.
14
CONSTRUCT TRANSIT/ON STRUCTURE PER A.P. W.A. STD.
PLAN 340-1, SEE SHEET 6. 1 Eq.
1�5 —
CUT EX/ST. 42" & 18" S.D. PIPE AND REMOVE EX/ST.
M.H. STRUCTURE.
RECONSTRUCT— 1 EA.
M H MOD/F/ED A P W A STD PLAN 320
SHT. 5) AND PER DETAIL 6A ON SHT 6.
16 REMOVE EX/ST. 42" RCP L.S.
RELOCATE OR REMOVE & RE -INSTALL LANDSCAPE & IRR/GAT/ON SYSTEMS. L.S.
•-" 18 REMOVE & REPLACE /N -KIND EX/ST. CART PATH & DRINKING WATER STRUCTURES. L.S.
ELEVATION: # 1467.59 PAGES 34 THROUGH 39 OF MAPS.
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED E Prepared Under The Supervision Of
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS I PREPARED IN THE OFFICE OF
OF THE DATE OF APPROVAL SHOWN HEREON AND�_'�� MADOLE AND ASSOCIATES, INC.
CARRIED FORTH IN A DILIGENT MANNER, THE CITY 3 No, c 10601 CHURCH STREET STE. 107 91730
* Expo 066-30--30- 04 � RANCHO CUCAMONGA, CA 9173030
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS HONE (909) 948-1311
TO BRING THEM INTO CONFORMANCE WITH �grF�rvl�-o���Q
OF CALIF Date
CONDITIONS AND STANDARDS IN EFFECT. RCE 36637 EXP. 0 -3 0�
1� heal
. <C
INDEX OF SHEETS
�?� e, %`¢: �,,� �d y.4,. �rx I���C1,`•w�� _9� n t' 1 ! t I t `! �C' �"Y ('ia
DESCRIPTION
FU ,T""70 rY OTHriz,.
r
TITLE SHEET
,J..
STORM DRAIN IMPROVEMENT LINE A"
3 OF 6
A F+"1ULT TV,—T 7 , ►, 4r'
4 OF 6
.` G of
5 OF 6
STORM DRAIN IMPROVEMENT DETAILS
6 OF 6
STORM DRAIN IMPROVEMENT DETAILS
BENCH MARK: # No. 615
BASIS OF BEARINGS:
DRAWN BY:
DM
RAILROAD SPIKE AT INTERSECTION
THE BEARING OF N00'16 44 W ALONG
"
THE WEST LINE SECTION 30,
SCALE:
AS SHOWN
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE N0. 901 1 E
TOWNSHIP 1 NORTH, RANGE 5 WEST,
DATE:
FEB. 2004
ON THE EAST SIDE OF CITRUS AVE.
SAN BERNARDINO MERIDIAN, AS SHOWN
ON TR NO 15908 IN BOOK 271
ELEVATION: # 1467.59 PAGES 34 THROUGH 39 OF MAPS.
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED E Prepared Under The Supervision Of
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS I PREPARED IN THE OFFICE OF
OF THE DATE OF APPROVAL SHOWN HEREON AND�_'�� MADOLE AND ASSOCIATES, INC.
CARRIED FORTH IN A DILIGENT MANNER, THE CITY 3 No, c 10601 CHURCH STREET STE. 107 91730
* Expo 066-30--30- 04 � RANCHO CUCAMONGA, CA 9173030
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS HONE (909) 948-1311
TO BRING THEM INTO CONFORMANCE WITH �grF�rvl�-o���Q
OF CALIF Date
CONDITIONS AND STANDARDS IN EFFECT. RCE 36637 EXP. 0 -3 0�
1� heal
. <C
J:\826-1177\StormDrain\sdOl.dwa. 02/09/2004 03:10:55 PM. DM
INDEX OF SHEETS
SHEET
DESCRIPTION
1 OF 6
TITLE SHEET
2 OF 6
STORM DRAIN IMPROVEMENT LINE A"
3 OF 6
STORM DRAIN IMPROVEMENT LINE "B"
4 OF 6
STORM DRAIN IMPROVEMENT DETAILS
5 OF 6
STORM DRAIN IMPROVEMENT DETAILS
6 OF 6
STORM DRAIN IMPROVEMENT DETAILS
J:\826-1177\StormDrain\sdOl.dwa. 02/09/2004 03:10:55 PM. DM
r -
CO
CITY
OF FONTANA, CALIFORNIA
STORM
DRAIN IMPROVEMENT PLANS
DRAWN BY:
DM
TRACT NO. 16176,
n
16176-1 / 16176-L
TL ET
SCALE:
AS SHOWN
co
DESIGNED BY:
WL/
DATE:
FEB. 2004
CHECKED BY:
w I
PRO D BY:
2 C o 0
DRAWING NO.:
3530
i
6 -,;,
� J
CITY ENGINEER R.C.E. 51152 DATE
J:\826-1177\StormDrain\sdOl.dwa. 02/09/2004 03:10:55 PM. DM