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STORM DRAIN IMPROVEMENT PLANS
FOR
JURUPA AVENUE STORM BRAIN FROM
SAN S VAIN CHANNEL TO TIWANDA AVENUE
STORM DRAIN 1AifF7009ASM3 - GENEML A0MS
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
=MCT PROVISIONS AND T14E STMARD SPECiFlCAl1 M TM PUBLIC WORKS CM7Rtl IM ('"GREEN
BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS
OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED
BY REFERENCE TO PRECEDENCE PROVISIONS IN 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 IN PLACE ONE WEEK PRIOR TO
IMPLEMENTING DETOURS.
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
-DEPARTM M, 'EHIGNEERM DiVlMN MIUR TO THE START OF ANY VM. MPEtT10N tDO717 ON SHALL
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN 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 IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9. THE WALLS XND` FAKESOF ALL MWATtM GREAhR IMAM FIVE (5)` 1'EET 1N DEPTH SHALL BE GUARDED 13Y
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.
T F WA WITHOUT TAININ A
1 N MA EQUIPMENT T IN THE PUBLIC RIGH 0 Y OU OB G
0. 0 MATERIAL OR E U EN SHALL BE STORED Q
SEANRATE - 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 EXCAVATION.
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 CALTRANS. 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 AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER 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 SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCH 14ARKS4 SHALL BE DONE BY A REGISTERED CW ENGINEER OR LrO4SED 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 IN 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
!INTO. PI18UC DR. PRI><ATE. PROPERTY. ADJACENT TD THE RIGHT OF *AY 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 DENSITY IS
OBTAINED.
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 AHLO-VED 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. IF 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 4NDERGRO OND .UTILITIES SHALL. BE JAISI;ALLED, TESTED ARID APPROVED- PRIOR TD. PAYING, OF STREETS.
30. APPROVED SOIL STERILANT 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. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
4. MINI M D -L FO ALL RCP IS i 350.
35. 1NSTAL.L INLET SKIMMER BOXES WITH P{B7=ft�l--�S t•" T�-RS
(24) oN AL1- oNgIT�. GRA'T"E OPENING/�URa ��1N� IN1�Ts •C�� �f2-a2)
RIVAT �N 1N R'S NOTICE TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS TO THE BEST OF MY KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.
I I T TA PRECAUTIONARY MEASURES
THE CONTRACTOR S REQUIRED 0 KE DUE
TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY -DAMAGE TO EXISTING WATER . & SEWER_ LINES AND
APPURTENNANCES DURING GRADING OPERATIONS AND HE SHALL MAKE OR
CAUSE TO BE MADE THE NECESSARY REPAIRS AT HIS EXPENSE.
PRIME BENCH MARK: SECONDARY BENCH MARK:
CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY &MULBERRY AVE.; SET CHIS.
FACE OF POWER POLE N0. 674320 E AVE.; SET CHIS. " " � BCR;
64.0'S/0 JURUPA AVE
AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE.
JURUPA AVENUE AND MULBERRY AVENUE
ELEV. = 915.775
ELEV. = 918.40
3
CV 1
C.
6'
6'
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...............................::::
:::::::::.......
77
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TACK COAT
EXIST.
S
A.C.
PROPOSED 3"
THICK A.C.
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BEDDING PER LACDPW
STD PLAN NO. 3080-2,
CAS E 3.
SEE DETAIL. HEREON
NOTE: THE TOP 12" OF SUBGRADE UNDER
THE ACCESS ROAD SHALL BE COMPACTED
TO 95% RELATIVE COMPACTION AND TESTED
PRIOR TO PAVING.
11-li2
AW>i UE7AL W
r S.B.C.F.C.D. R/W
26 N.T.S
SEGMENT 5
SLOVER
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W
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PROFILE
Z Q
STORM DRAIN PLAN &
PROFILE
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STORM DRAIN PLAN &
PROFILE
Q
DETAILS
J
8
DETAILS
CITY ENGINEER.
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4. ALL. ADVANCE WARNING . SIGNS SHALL . BE REFLECTORIZED.
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SANTA ANA AVE. w
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AVENUE
DAHLIA . ST. Q
Wj ---SHT. 6 SEGMENT 4 of
SHT. 5 PUBLIC BID CLI
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CO
SEGNT 3 E
J
PUBLIC BID
SEGMENT 2
PRIVATE BID JURUPA
SEGMENT 1
PRIVATE BID
PUBLIC BID SHT. 4
SHT. 3
PROPOSED
CITY STO M �
DRAIN
FRANCIS ST.
SHT. 2
MARLAY AVE.
VICINITY MAP
N.T.S.
1E.U.A. CENERAL CONSTRUCTK)N NOTES
1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT
SPECIFICATIONS AS APPROVED BY THE INLAND EMPIRE UTILITIES AGENCY (IEUA),
THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (LATEST EDITION) AND THE IEUA STANDARD DETAIL SHEET OF THIS
PLAN SET AS APPROPRIATE.
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
Ld
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W
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PROFILE
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STORM DRAIN PLAN &
PROFILE
O
STORM DRAIN PLAN &
U
m
STORM DRAIN PLAN &
SANTA ANA
DAHLIA . ST. Q
Wj ---SHT. 6 SEGMENT 4 of
SHT. 5 PUBLIC BID CLI
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CO
SEGNT 3 E
J
PUBLIC BID
SEGMENT 2
PRIVATE BID JURUPA
SEGMENT 1
PRIVATE BID
PUBLIC BID SHT. 4
SHT. 3
PROPOSED
CITY STO M �
DRAIN
FRANCIS ST.
SHT. 2
MARLAY AVE.
VICINITY MAP
N.T.S.
1E.U.A. CENERAL CONSTRUCTK)N NOTES
1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT
SPECIFICATIONS AS APPROVED BY THE INLAND EMPIRE UTILITIES AGENCY (IEUA),
THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (LATEST EDITION) AND THE IEUA STANDARD DETAIL SHEET OF THIS
PLAN SET AS APPROPRIATE.
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE
TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,
WHETHER OR NOT SHOWN ON THESE PLANS.
3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR
RELOCATED AT THE -DIRECTION OF THE ENGINEER. UTILITIES ARE TO BE RELOCATED
BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN
THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED
TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
5. -IN CASE OF ANY ACCTDENTS INVOLVING' SAFETY MATTERS COVERED BY SECTION
6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE STATE DIVISION OF INDUSTRIAL SAFETY.
6. CALL UNDERGROUND SERVICE ALERT (800 422-4133) FOR UNDERGROUND
LOCATIONS 48 HOURS BEFORE DIG.
7. THE CONTRACTOR SHALL OBTAIN A. TRAFFIC CONTROL. PERMIT48HOURS PRIOR TO
THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONSTRACTOR
IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION.
8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING
&jOR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS HAVE BEEN EITHER
REMOVED
SHEET
INDEX
1
TITLE SHEET
OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
2
STORM DRAIN PLAN &'
PROFILE
3
STORM DRAIN PLAN &
PROFILE
4
STORM DRAIN PLAN &
PROFILE
5
STORM DRAIN PLAN &
PROFILE
6
STORM DRAIN PLAN &
PROFILE
7
DETAILS
AND/OR BARRICADED FOR ANY WORK REQUIRING A LANE CLOSURE,
8
DETAILS
CITY ENGINEER.
9
DETAILS
4. ALL. ADVANCE WARNING . SIGNS SHALL . BE REFLECTORIZED.
10
CHANNEL PLAN & PROFILE
11
CHANNEL GRADING
CITY TRAFFIC SECTION IS REQUIRED TO COORDINATED WORK WITH CITY
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE
TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,
WHETHER OR NOT SHOWN ON THESE PLANS.
3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR
RELOCATED AT THE -DIRECTION OF THE ENGINEER. UTILITIES ARE TO BE RELOCATED
BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN
THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED
TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
5. -IN CASE OF ANY ACCTDENTS INVOLVING' SAFETY MATTERS COVERED BY SECTION
6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE STATE DIVISION OF INDUSTRIAL SAFETY.
6. CALL UNDERGROUND SERVICE ALERT (800 422-4133) FOR UNDERGROUND
LOCATIONS 48 HOURS BEFORE DIG.
7. THE CONTRACTOR SHALL OBTAIN A. TRAFFIC CONTROL. PERMIT48HOURS PRIOR TO
THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONSTRACTOR
IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION.
8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING
&jOR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS HAVE BEEN EITHER
REMOVED
OIR THE EFFECTIVENESS OF WHICH, HAS BEEN, REDUCED. RENEWAL OF
PAVEMENT
STRIPING & MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTION
310-5.6
OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
77UF9C COA17 UL - GOOR4L NOTES
1. ALL TRAFFIC CONTROL WORK AND DEVICES FOR CONSTRUCTION SHALL
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
CONFORM TO THE "MANUAL OF TRAFFIC CONTROLS", LATEST EDITION,
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST
9. MASK OR BAG ALL CONFLICTING SIGNS AND ALL CONFLICTING STRIPING
EDITION.
AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE
WET SAND BLASTING BY THE CONTRACTOR, OR AS DIRECTED BY THE CITY
CITY OF FONTANA ENGINEERING DIVISION STANDARD SPECIFICATIONS
ENGINEER.
DATED 1975, AND ANY REVISIONS THEREAFTER.
10. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
3. ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR DELINEATED
ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL
AND/OR BARRICADED FOR ANY WORK REQUIRING A LANE CLOSURE,
DEVICES TO THEIR ORIGINAL CONDITION, OR TO THE SATISFACTION OF THE
CONTRACTOR SHALL FOLLOW THE GUIDELINES IN THE LATEST EDITION OF
CITY ENGINEER.
THE WORK AREA TRAFFIC CONTROL HANDBOOK.
11. REMOVAL OF ALL SIGNS AND LEGENDS SHALL BE COORDINATED WITH
4. ALL. ADVANCE WARNING . SIGNS SHALL . BE REFLECTORIZED.
THE CITY OF FONTANA TRAFFIC SECTION. , STOP SIGNS WILL BE REMOVED
5. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE
ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE
BY USE OF QUALIFIED FLAGMAN AND APPROPRIATE SIGNAGE AS DIRECTED
CITY TRAFFIC SECTION IS REQUIRED TO COORDINATED WORK WITH CITY
BY THE CITY ENGINEER, OR QUALIFIED FLAGGERS SHALL BE USED WHERE
FORCES.
CONSTRUCTION REDUCES THE ROAD WAY TO A SINGLE THROUGH LANE OR
12. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE
WHERE THROUGH TRAFFIC MUST STOP FOR EQUIPMENT MOVEMENT.
DETERMINED BY THE CITY ENGINEER, ADDITIONAL WARNING AND/OR
6. TRAFFIC SIGN DIMESIONS, COLOR- AND LETTERING SHALL CONFORM TO
CONSTRUCITON SIGNS MAY BE ' REQUIRED - BY THE CITY ENGINEER.
THE LATEST CALTRANS SIGN SPECIFICATION SHEETS.
7. A MINIMUM 12' TRAVEL LANE AND EMERGENCY ACCESS SHALL BE
MAINTAINED AT ALL TIMES.
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REV.
REVISION DESCRIPTION
STD.
DATE
ENGR.
I Cl
DATE
REPLACE A.C. PAVEMENT WITH EXISTING THICKNESS PLUS 1
\
ACCPE1D5HT 103.1) (' OVED UNE'IG" RSVIrer) CWA� •
51D31 w?
35
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EXISTING A.C. > a
PAVEMENT I o
,TACK COAT
6"
C/L TRENCH
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NEW AC PAVEMENT?
(THICKNESS IS
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THAN EX AC) v
.1
• L jOR
�io
CONSTRUCTION NOTES= OUANTITY
0.
IENES T�l`1GC7 o (F!G ' DATE
I i ' �'�' �� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
NN GTIbt4 Ri EF GRADI &,A17DED fET• 3".1
IVA AMA~ LA�p - op c. COMIVIE1dGE WITHIN TWO YEARS OF THE DATE OF APPROVAL
2Evi5e 4.Ia ANNEL Hki6, H C, <_1AWN�� INV. 'To (J.
Psi._ Zrwiss �o��r. ��� A7 t%rrur.a l� /got f1HA. I {, SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
DIAL TWO WORKING "`'TR`L. a/�s N,A 2 Z® THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BEFORE DAYS BEFORE IzEGORo DRAWING BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
YOU DIG YOU DIG 3
TOLL FREE 1-800-227-2600 STANDARDS IN EFFECT.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
67 L.F.
3 L. F.
3 L. F.
0 L.F.
0 L. F.
2 L. F.
EACH
EACH
EACH
EACH
EACH
60 S.F.
0 TON
L.F.
EACH
EACH
EACH
L.F.
L.F.
EACH
L.F.
EACH
EACH
EACH
0 TON
8 L.F. ,
500 S.F
EA.
000 S.
8 L.F.
EACH
last Update: 5/1/02
2007SD-CTTY01.dwg
APPROVED BY: INLAND EMPIRE
E
- UTILITIES AGENCY
par/
T `,A h zm6%? Date S/� �2 1�ATaaTV MAILING ADDRESS
CML ENGINEER FOR I.E.U.A. 9400 Cherry Avenue, Building A Post Office Box 697
Fontana, California 92335 Rancho Cucamonga, California 91730
Telephone (909) 357-0241
QRoTTFVESsr�,
OCONSTRUCT
78" R.C.P. D-1350, BEDDING
PER L.A.C.D.P.W.
STD.
PLAN
3080-2,
PH..(i14AB21-4a» FAx(/14)521-4173
90% COMPACTED
CASE . 3. SEE. DETAIL . ON.. SHEET NO. 1
" ,
2
DRAWN BY:
10
X
2a
CONSTRUCT 72" R.C.P. D-1350, BEDDING
PER L.A.C.D.P.W.
STD.
PLAN
3080-2,
36
USM
DETAIL ON SHEET NO.
CASE 3. SEE DETAIL ON SHEET NO. 1
9�e CIV 1�- �OQ`�
!7F
Date +`r,`,
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CONSTRUCT 66" R.C.P. D-1350, BEDDING
PER L.A.C.D.P.W.
STD.
PLAN
3080-2,
3119
r
CASE 3. SEE DETAIL ON SHEET NO. 1.
60
wU
4a
CONSTRUCT 60" R.C.P. D-1350 BEDDING
PER L.A.C.D.P.W.
STD.
PLAN
3080-2,
a<d. TACK COAT
REPLACE A.C. PAVEMENT WITH EXISTING THICKNESS PLUS 1
CASE 3. SEE DETAIL ON SHEET NO. 1.
15
35
ON SHEET N0. 1.
V AN REPLACE
REMOVE DRELCEE
OCONSTRUCT
54" R.C.P. D-1350, BEDDING
PER L.A.C.D.P.W.
STD.
PLAN
3080-2,
STD PLAN N0. 3080-2,
1
CASE 3. 5
R JU C 0
CONSTRUCT T N TI N
COS UC
PWA PAN
PER A.P.W.A. L
STRUCTURE E
CASE 3. SEE DETAIL ON SHEET NO. 1.
131
PER S.B.C.F.C.D. STD:
6
a
CONSTRUCT 36" R.C.P. D-1350, BEDDING
PER L.A.C.D.P.W.
STD.
PLAN
3080-2,
22
ON SHT. NO. 2.
1
CASE 3. SEE DETAIL ON SHEET N0. 1.
SEE S.S.P.W.C. SECTION 303 FOR SPECIFICATIONS.
CONSTRUCT 'MANH'OLE' PER - A.P.W.A. STD."
PLAN ' N0.' 320=1.
- SEE SHEET NO., 8.
8
O.D.
OCONSTRUCT
JUNCTION STRUCTURE PER A.P.W.A.
STD. PLAN
NO.
322-1.
SEE
SHEET NO. 8.
SHEET NO. 7.
3
4
9a
SEAL PIPE WITH 8" BRICK AND MORTAR OR 6" CONCRETE
PLUG.
4
0.
IENES T�l`1GC7 o (F!G ' DATE
I i ' �'�' �� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
NN GTIbt4 Ri EF GRADI &,A17DED fET• 3".1
IVA AMA~ LA�p - op c. COMIVIE1dGE WITHIN TWO YEARS OF THE DATE OF APPROVAL
2Evi5e 4.Ia ANNEL Hki6, H C, <_1AWN�� INV. 'To (J.
Psi._ Zrwiss �o��r. ��� A7 t%rrur.a l� /got f1HA. I {, SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
DIAL TWO WORKING "`'TR`L. a/�s N,A 2 Z® THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BEFORE DAYS BEFORE IzEGORo DRAWING BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
YOU DIG YOU DIG 3
TOLL FREE 1-800-227-2600 STANDARDS IN EFFECT.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
67 L.F.
3 L. F.
3 L. F.
0 L.F.
0 L. F.
2 L. F.
EACH
EACH
EACH
EACH
EACH
60 S.F.
0 TON
L.F.
EACH
EACH
EACH
L.F.
L.F.
EACH
L.F.
EACH
EACH
EACH
0 TON
8 L.F. ,
500 S.F
EA.
000 S.
8 L.F.
EACH
last Update: 5/1/02
2007SD-CTTY01.dwg
APPROVED BY: INLAND EMPIRE
E
- UTILITIES AGENCY
par/
T `,A h zm6%? Date S/� �2 1�ATaaTV MAILING ADDRESS
CML ENGINEER FOR I.E.U.A. 9400 Cherry Avenue, Building A Post Office Box 697
Fontana, California 92335 Rancho Cucamonga, California 91730
Telephone (909) 357-0241
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6" AGGREGATE BASE 10
CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2,
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W=PER PLAN. SEE DETAIL ON SHEET NO. 7
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2
DRAWN BY:
11
CONSTRUCT 42" C.S.P.
RISER PER CITY OF RIVERSIDE STD.
DWG. NO. 412. SEE
3
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DESIGNED BY:
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DETAIL ON SHEET NO.
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SAWCUT AND REMOVE
EXISTING A.C. PAVEMENT.
1
92
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13
REPLACE A.C. PAVEMENT WITH EXISTING THICKNESS PLUS 1
INCH, SEE DETAIL
15
IN P PW
BEDDING G ER IACD 14
0
ON SHEET N0. 1.
V AN REPLACE
REMOVE DRELCEE
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X URB D GUTTER
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-
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PER A.P.W.A. L
STRUCTURE E
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BARRIER
W RR R
333 B E
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SEE DETAIL HEREON
PER S.B.C.F.C.D. STD:
S.P: 101-1,23. 'SEE - DETAILS ON Stir.
7 8c 9.
1. .
16
CONCRETE ENCASE EXISTING
SEWER (38 L.F.) PER DETAIL
ON SHT. NO. 2.
1
SEE S.S.P.W.C. SECTION 303 FOR SPECIFICATIONS.
18"
O.D.
18"
17
CONSTRUCT JUNCTION
STRUCTURE PER A.P.W.A. STD. PLAN
NO. 331-2. SEE
SHEET NO. 7.
4
18
CONSTRUCT 27" R.C.P.
D-1350, BEDDING PER L.A.C.D.P.W.
STD. PLAN 3080-2,
n
T1 :NCH �AI`
CASE 3. SEE DETAIL
ON SHEET NO. 1.
18
1 19
CONSTRUCT 24" R.C.P.
D-1350, BEDDING PER L.A.C.D.P.W.
STD. PLAN 3080-2,
10
N.T.S.
CASE 3. SEE DETAIL
ON SHEET N0. 1.
20
REMOVE EXISTING GUARD POST.
15
JCL
NI 1 21
CONSTRUCT 18" R.C.P.
D-1500, BEDDING PER L.A.C.D.P.W.
STD. PLAN 3080-2,
IX
CASE 3. SEE DETAIL
ON SHEET NO. 1.
18
TOP OF
BEDDING B I >
BACKFILL AS 22
REMOVE EXISTING CATCH BASIN AND INTERFERING PORTIONS OF 24" PIPE.
1
OTHERWISE NOTED o
SPECIFIED
IN SPECIFICATIONS --- -- -
----
23
CONSTRUCT CATCH BASIN
PER CALTRANS STD. D-73, TYPE G1. SEE DETAIL
1
ON . SHEET NO, 7.
24
CONSTRUCT CONCRETE
COLLAR PER A.P.W.A. STD. PLAN NO. 380-3. SEE DETAIL
2
yV H/
EXCAVATED BANK
OR SHEETINGBEDDING j
ON SHEET NO. 9*
CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET NO. 3.
15
i
REPLACE WITH 3" THICK
A.C. PAVEMENT. SEE DETAIL ON
SHEET NO. 1.
33
B
0
BEDDING A 27
CONTRUCT CHANNEL WALL AwD Foo-rp4. n 0t4 SHEcT NO.
t0.
13
1/2 D'
28
REMOVE INTERFERING PORTIONS OF EXISTING RIPRAP PROTECTION.
6,
MIN.
j
J 1 /15 D' 29
CONSTRUCT BOLLARD
PER DETAIL ON SHEET NO. 11.
1
:�
IN.
CONSTRUCT 24" THICKNESS
1/4 TON GROUTED RIPRAP.
12,
EXCAVATION TO THIS
a
4" MIN. LINE PERMITTED
CONSTRUCT CHANNEL
FENCE PER S.B.C.F.C.D. SPECIAL DWG. NO. 2.
13
BEDDING MATERIAL BELOW BOTTOM OF 32
CONSTRUCT 6" THICK
CONCRETE APRON. SEE DETAIL ON SHEET NO. 4.
2
RCP SHALL BE 1/12D' FOR PIPES 39"
AND LARGER IN DIAMETER. AND 4" FOR
CITY OF FONTANA, UTILITY
NOTIFICATION
RCP LESS THAN 39" IN DIAMETER.
IN NO CASE SHALL IT BE LESS THAN
CITY OF FONTANA
PACIFIC BELL CO.
1" BELOW ANY BELL OR COLLAR.
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
NOTES:
8353 SIERRA AVENUE
3939 E. CORONADO STREET
1.
W AT SPRING LINE SHALL NOT BE LESS THAN THE FOLLOWING: 6" FOR
FONTANA, CA. 92335
(909) 350-6632
ANAHEIM, CA. 928107
(714) 666-5467
RCP 60" OR LESS IN DIAMETER, 10" FOR RCP 63" TO 108" INCLUSIVE IN
DIAMETER. THESE DIMENSIONS MAY INCLUDE THE THICKNESS OF ANY
SHEETING.
SO. CALIF. GAS. CO.
UNDERGROUND SERVICE ALERT
2.
WHERE COVER IS 10'-0" OR LESS, W MEASURED AT THE TOP OF THE RCP
MAY
ATTN: DENNIS FREEMAN
(800) 227-2600
BE ANY DWENS40N GREATER T+W4 THE ABOVE SPECIFIED 411041#,01 , UNLESS
1981 W. LUGON1A � AVENUE
OTHERWISE SPECIFIED ON THE PROJECT DRAWINGS.
REDLANDS, CA. 92374
COMCAST (CABLE TV)
3.
WHERE COVER IS GREATER THAN 10'-0", W MEASURED AT TOP OF PIPE SHALL
(909) 335-7547
ATTN: JACK HAVES
NOT BE GREATER THAN 10" FOR RCP 108" IN DIAMETER OR LESS, OR 12"
EMER. (800) 427-2200
1205 DUPONT AVENUE
FOR RCP OVER 108" IN DIAMETER UNLESS THE CONTRACTOR AT HIS OWN
ONTARIO, 91761
EXPENSE PROVIDES CASE I BEDDING OR STRONGER RCP. THESE DIMENSIONS
- 38
(909) 390-4738
INCLUDE THE TH CXNESS OF ANY S+IEETNNG.
S0. CALIF. 1
4.
SCREED BEDDING A TO FIT CURVATURE AND GRADE OF RCP. TYPE OF SCREED
N. PEPPER AVE.
ERA .
AND THE METHOD OF USE TO BE APPROVED BY THE ENGINEER.
RIALTO, CA. 923766
RIA
GENERAL TELEPHONE CO.
5.
FOR RCP 27" IN DIAMETER AND LARGER, BEDDING A SHALL BE COMPOSED
OF
909 820-5598 - UNDERGRND
ATTN: STEVE HOCK
SAND, 3/4" OR 1/2- CRUSHED ROCK, NO. 3 OR 4 CONCRETE AGGREGATE
/
OR
910 875-5100 -TRANS
1400 E. PHILLIPS BLVD.
GRAVEL OR OTHER GRANULAR MATERIAL AS SPECIFIED AND SHALL HAVE A SAND
213 637-1233 - PIPELINES
1909)357-6223
ONTARIO, CA. 91766
EQUIVALENT VALUE OF NOT LESS THAN 210 UNLESS OTHERWISE APPROVED BY
- DISTRICT
(800) 422-4133
THE ENGINEER.
6.
WHERE RCP SMALLER THAN 27" IN DIAMETER IS USED, THE REQUIREMENTS
IN
NOTE 2 SHALL BE MET EXCEPT THAT A GRADATION NO COARSER THAN NO.
4
SAN BERANRDINO COUNTY
INLAND EMPIRE UTILITY AGENCY
CONCRETE AGGREGATE OR NO COARSER THAN 1/2- CRUSHED ROCK SHALL
BE USED.
TRANSPORTATION/ FLOOD
9400 CHERRY AVE., BLDG. A.
7.
BEDDING B SHALL BE COMPOSED OF SAND OR OTHER GRANULAR MATERIAL
AND
CONTROL DEPT.
FONTANA, CA. 92335
SHALL HAVE A SAND EQUIVALENT VALUE NOT LESS THAN 20 AS SPECIFIED
iN
825 EAST THIRD STREET
P.O. BOX 697
SUBSECTION 306-1.2.1 AS AMENDED UNLESS OTHERWISE APPROVED BY THE
SAN BERNARDINO, CA.
RANCHO CUCAMONGA, CA. 91729
ENGINEER AND SHALL BE COMPLETED PRIOR TO PLACING THE BALANCE OF
THE
92415-0835
(909) 357-0241
BACKFILL. THE MAXIMUM ROCK SIZE FOR BEDDING B SHALL BE 4" IN THE
(909) 387 2800
GREATEST DIMENSION. NESTING OF ROCKS WILL NOT BE PERMITTED.
8.
3 -EDGE BEARING TEST LOAD FACTOR = 1.0.
FONTANA WATER COMPANY
ATTN: AL KROHN
^Q�
/� �+-�� PLAN
L.A.C.D.P.W. S D. LAN 3080-2
16803 P
1 I-
FONTANA, CAG 92335
(909) 822-2201
PIPE BEDDING IN TRENCHES, CASE 3.
0.
IENES T�l`1GC7 o (F!G ' DATE
I i ' �'�' �� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
NN GTIbt4 Ri EF GRADI &,A17DED fET• 3".1
IVA AMA~ LA�p - op c. COMIVIE1dGE WITHIN TWO YEARS OF THE DATE OF APPROVAL
2Evi5e 4.Ia ANNEL Hki6, H C, <_1AWN�� INV. 'To (J.
Psi._ Zrwiss �o��r. ��� A7 t%rrur.a l� /got f1HA. I {, SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
DIAL TWO WORKING "`'TR`L. a/�s N,A 2 Z® THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BEFORE DAYS BEFORE IzEGORo DRAWING BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
YOU DIG YOU DIG 3
TOLL FREE 1-800-227-2600 STANDARDS IN EFFECT.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
67 L.F.
3 L. F.
3 L. F.
0 L.F.
0 L. F.
2 L. F.
EACH
EACH
EACH
EACH
EACH
60 S.F.
0 TON
L.F.
EACH
EACH
EACH
L.F.
L.F.
EACH
L.F.
EACH
EACH
EACH
0 TON
8 L.F. ,
500 S.F
EA.
000 S.
8 L.F.
EACH
last Update: 5/1/02
2007SD-CTTY01.dwg
APPROVED BY: INLAND EMPIRE
E
- UTILITIES AGENCY
par/
T `,A h zm6%? Date S/� �2 1�ATaaTV MAILING ADDRESS
CML ENGINEER FOR I.E.U.A. 9400 Cherry Avenue, Building A Post Office Box 697
Fontana, California 92335 Rancho Cucamonga, California 91730
Telephone (909) 357-0241
QRoTTFVESsr�,
Tmms £ngrr g; ,7c.
CITY OF FONTANA, CALaFORT 4A
AVENUE STORM DRAIN
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DRAWN BY:
SCALE: VERT. 1* = 4
�RCf f10. 432932
Prepared Under The. Supervision, O B:
BW/AN
���SHEET
HORIZ.1' = 40'
DESIGNED BY:
BW
DATE:
5/01/02
J' Exp. 3-31-04 Q
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!7F
Date +`r,`,
CHECKED BY:
APPR Y:
DRAWING NO.:
1
HAIDOOK L HAI RCE NO. 43293
C ALS
HIA
3119
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CITY ENGINEER R.C.E. 51152 DATE:
-U.4& -7 -