HomeMy WebLinkAbout3026A-1CITY OF FONTANA
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aS4NiIV /b/°WVSbd9VT5 - GISSM MOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PUNS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN
BOOK'. ALL REFERENCE SPECIFICATIONS AND STANDARDS SWILL 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 ENGNEER.
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SWILL BE IN PLACE ONE WEEK PRIOR TO
IMPLEMENTING DETOURS.
5. CONSTRUCTION PERMITS SWILL 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 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 AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SWM BE GUARDED BY
SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENT'S OF THE
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CAUFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL
AIM BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
11. THE LOCATIONS OF UTIUTIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT
SWILL 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, RECUNMED 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 SWILL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE
AGENCY AUTHORIZATION. CONTRACTOR SWILL 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 SWILL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SWILL 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 SUS INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED.
THE CONTRACTOR SWILL 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 MINIUM
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 SWILL 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 SWILL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22. A GEOTECHNICAL ENGINEER SWILL 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 SWA.ES ENTERING OR LEAVING IMPROVEMENTS.
24. ALL EXPOSED CONCRETE SURFACES SWM CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
25. NO OPEN TRENCH SHALL BE MOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY
ENGINEER.
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SWILL 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 SWILL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED
AND APPROVED.
29. ALL UNDERGROUND UTILITIES SWILL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERIUNT 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 ENGNNEER.
33. RECORD DRAWINGS SWILL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SWM.
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
34. MINIMUM D -LOAD FOR ALL RCP IS 1350.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR.-
THE
ONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY 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.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
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.
AVE.; SET CHIS. " " Q BCR;
FACE OF POWER POLE N0. 674320 E
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
WEST
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FREEWAY
SLOVER AVENUE
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- MOTES
1. ALL TRAFFIC CONTROL WORK AND DEVICES FOR CONSTRUCTION SHALL
8. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO MAINTAIN
CONFORM TO THE "MANUAL OF TRAFFIC CONTROLS", LATEST EDITION,
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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
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CITY OF FONTANA ENGINEERING DIVISION STANDARD SPECIFICATIONS
ENGINEER.
PHILADELPHIA STREET
10. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHAD_ RESTORE
3. ALL WORK AREAS SHAD_ BE COMPLETELY CONED AND/OR DELINEATED
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DEVICES TO THEIR ORIGINAL CONDITION, OR TO THE SATISFACTION OF THE
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THE WORK AREA TRAFFIC CONTROL HANDBOOK.
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4. ALL ADVANCE WARNING SIGNS SHALL BE REFLECTORIZED.
VICINITY MAP
N.T.S.
AVENUE
EAST
R/W
C/L TRENCH
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(THICKNESS IS
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TOP OF BEDDING B w BACKFILL AS
OTHERWISE NOTED >
IN SPECIFICATIONS - - I - SPECIFIED
W W EXCAVATED BANK
OR SHEETING
BEDDING B
BEDDING A
1/2 D'
MIN.
1 / 15 D'
,,: -•�� MIN.
EXCAVATION TO THIS
\\Z4" MIN. LINE PERMITTED
BEDDING MATERIAL BELOW BOTTOM OF
RCP SHALL BE 1/12D' FOR PIPES 39"
AND LARGER IN DAIMETER. AND 4" FOR
RCP LESS THAN 39" IN DIAMETER.
IN NO CASE SHALL IT BE LESS THAN
1" BELOW ANY BELL OR COLLAR.
CA 3
FDETAL
N.T.S.
TYPICAL SECTION MULBERRY AVENUE
FROM STA. 10+83.51 TO STA. 33+71.65
N.T.S.
- MOTES
1. ALL TRAFFIC CONTROL WORK AND DEVICES FOR CONSTRUCTION SHALL
8. IT SHALL BE THE RESPONSIBIUTY 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 DIRECT BY THE CITY
CITY OF FONTANA ENGINEERING DIVISION STANDARD SPECIFICATIONS
ENGINEER.
DATED 1975, AND ANY REVISIONS THEREAFTER.
10. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHAD_ RESTORE
3. ALL WORK AREAS SHAD_ 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 GUIDEUNES 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 MERGIN 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.
REMOVE EXISTING 10' WIDE CURB OPENING BASIN.
TOLL FREE 1-8(
A PUBLIC SERVICE BY UNDERGROUND
'7-2600
ICE ALERT
REV. I REVISION DESCRIPTION I DATE I ENGR. CITY I DATE
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6" MINS
420-C-2000
CONCRETE
BACKFILL
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.
a
SHEET INDEX
1
TITLE SHEET
2
INTERIM STORM DRAIN PLAN & PROFILE
3
A.P.W.A. STANDARD PLANS
STORM DRAIN CONSTRUCT 10N NOTES OUAAr 1 T Y.-
30 CONSTRUCT TWO 15" CERAMIC EPDXY LINED DUCTILE IRON PIPES. 239 L.F.
PROTECTO 401 OR EQUIVALENT. WITH CONCRETE BACKFILL.
31 REMOVE EXISTING INLET STRUCTURE. 1 EACH
HEFT 2 1 EACH
32
CONSTRUCT CONCRETE BOX EXTENSION PER DETAIL 32 ONS
ATTN: DENNIS FREEMAN
(800) 227-2600
1981 W. LUGONIA AVENUE
3000 PSI CONCRETE.
COMCAST (CABLE TV)
335-7547
JACK HAVES
33
CONSTRUCT 3" THICK FALSE BOTTOM IN CATCH BASIN.
2
EACH
34
SEAL PIPE WITH CONCRETE PER DETAIL 34, ON SHT. NO. 2.
3
EACH
35
CONSTRUCT CATCH BASIN PER A.P.W.A STD. PLAN NO 300-2, W= PER
PLAN.
3
EACH
1400 E. PHILLIPS BLVD.
AS SHOWN ON SHEET 3.
ONTARIO, CA. 91766
909 357-6223 - DISTRICT
(800) 422-4133
36
LOCAL DEPRESSION PER ST. IMP. PLAN NO. 3025.
3
EACH
37
CONSTRUCT 24" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN
3080-2,
59 L.F.
CASE 3. AS SHOWN ON SHEET 1.
38
REMOVE EXISTING 10' WIDE CURB OPENING BASIN.
1
EACH
39
CONSTRUCT MODIFIED MANHOLE PER A.P.W.A. STD. PLAN NO. 321-1, L=8.50' H=2.98'.
1
EACH
SHAFT PER SECTION C -C AND DETAIL "N". AS SHOWN ON SHEET 3.
40
CONSTRUCT 30" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN
3080-2,
40 L.F.
CASE 3. AS SHOWN ON SHEET 1.
41
CONSTRUCT MANHOLE FOR CONCRETE BOX PER A.P.W.A. STD PLAN NO.
323-1.
1
EACH
AS SHOWN ON SHEET 3.
42
CONSTRUCT 12" R.C.P.
4
L.F.
6.5" (MIN.) A.C. PVMT.
COMPACTED NATIVE SOIL
6" MIN.
CONCRETE BACKFILL
(420-C-2000) SHALL BE
POURED FROM WALL TO WALL
OF THE TRENCH AND FROM
THE BOTTOM OF THE TRENCH
TO A MINIMUM DEPTH OF 4"
OVER THE TOP OF THE PIPE.
RECORD DRAWiNGS9
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* R.C.E. NO. 43293 * Prepared Urtider The tupervision Of
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q�F �lV 1�- �QDate : 3
OF CAL\� "H4DOOK I. AG I RCE N0. 43 93
CITY OF FONTANA, UTILITY NOTIFICATION LIST.-
CITY
IST:CITY OF FONTANA PACIFIC BELL CO.
ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE 3939 E. CORONADO STREET
FONTANA, CA. 92335 ANAHEIM, CA. 92807
(909) 350-6632 (714) 666-5467
SO. CALIF. GAS. CO.
UNDERGROUND SERVICE ALERT
ATTN: DENNIS FREEMAN
(800) 227-2600
1981 W. LUGONIA AVENUE
REDLANDS, CA. 92374
COMCAST (CABLE TV)
335-7547
JACK HAVES
EMER (800) 427-2200
1205 DUPONT AVENUE
1205
ONTARIO, CA. 91761
(909) 390-4738
SO. CALIF. EDISON CO.
300 N. PEPPER AVE.
RIALTO, CA. 923766
VERIZON
909 820-5598 - UNDERGRND
ATTN: STEVE HOCK
910 875-5100 - TRANS
1400 E. PHILLIPS BLVD.
213 637-1233 - PIPELINES
ONTARIO, CA. 91766
909 357-6223 - DISTRICT
(800) 422-4133
SAN BERANRDINO COUNTY
TRANSPORTATION/ FLOOD
CONTROL DEPT.
825 EAST THIRD STREET
SAN BERNARDINO, CA.
92415-0835
(909) 387 2800
FONTANA WATER COMPANY
ATTN: AL KROHN
16803 SPRING ST.
FONTANA, CA. 92335
(909) 822-2201
INLAND EMPIRE UTILITIES AGENCY
9400 CHERRY AVE., BLDG. A.
FONTANA, CA. 92335
P.O. BOX 697
RANCHO CUCAMONGA, CA. 91729
(909) 357-0241
Lost Update: 3/20/03
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CITY OF FONTANA, CALIFORNIA
MULBERRY AVENUE STORM DRAIN
DRAWN BY- SCALE: VERT. 1 = 4'
B.W. 'SHEETHORIZ 1" = 40'
DESIGNED BY- DATE:
B.W.
CHECKED BY: �dCDRAWING NO.:
H.A.
t' 3026A F3
�, �tir_iry R R_C_F_ 51152 DATE:
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