HomeMy WebLinkAbout4960-14gllh I
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F
F Vill I ANA
2
STREET
IMPROVEMENT
SHEET
3
PLANS
TEMPORARY DUNCAN CANYON
GENERAL NOTES:
10 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS CALTRANS STANDARD PLANS AND
SPECIFICATIONS AND THE CONTRACT PROVISIONS° 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 CANNOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE CALTRANS SPECIFICATIONS 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. 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 IN PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5. 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.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR
OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
8. 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.
9. 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.
10. 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.
1 1 o STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
12. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH
MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER°
13. 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.
1 4 o THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
15. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25
MILES PER HOUR.
16. 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
17. 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.
SURVEY CONTROL:
HORIZONTAL COORDINATES ARE NAD -83 (1992.88), CCS ZONE 59
COMBINATION FACTOR = 0°99989667. MULTIPLY GRID DISTANCES
BY 1 .0001 0334 TO OBTAIN GROUND DISTANCES.
VERTICAL CONTROL BASED ON NGVD-29 AND 1978 SUPPLEMENTAL
ADJUSTMENT, PER CDH 65-A-73 ELEV=1 859034 ASTANDARD
BRASS DISK DOWN 0.7, , STAMPED 65-A-73 , 31, RT STA
646+7.8095 k CL E FRONTAGE ROAD.
UNITS US Survey feet
Pt. 6*
No 18841290672 E: 67255890900 Elev" 17850761
SET PK NAIL & FLASH ON NW FRONTAGE ROAD
Pt. 8 *
N" 18828790909 E0 6725206.857 Elev: 17600052
SET PK NAIL & FLASH ON N SIDE DUNCAN CANYON ROAD
Pt. 1010*
N: 18850090885 E: 67270050226 Elev" 1843.994
FOUND CT BRASS DISK STAMPED "CDOT SBd15 11070 199611 ON
NB SHOULDER.
FOR POINTS LOCATION SEE I-15/DUNCAN CANYON ROAD
INTERCHANGE PROJECT EA08-OH1304
SHEET INDEX
SHEET
1
TITLE SHEET
SHEET
2
REMOVAL
PLAN
SHEET
3
LAYOUT
PLAN
SHEET
4
GRADING
PLAN
SHEET
5
SIGNING
AND STRIPING PLAN
TOLL FREE 1-880-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
GENERAL NOTES:
ROAD EAST
18. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS. UPON INSPECTION OF THE SIVE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS°
19. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
20. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
21. COMPACTION OF EARTH WITHIN DISTRICT R/W SHALL BE TO A MINIMUM OF 90%.
22. FOR ALL WORK REALATED TO DETOUR ROAD AND CONSTRUCTION AREA SIGNS REFER TO I-15
DUNCAN CANYON PROJECT INTERCHANGE IMPROVEMENTS DETOUR PLAN (EA08-OH1304).
GRADING NOTES:
1. CONTRACTOR SHALL PROVIDE EROSION CONTROL PLANS TO THE CITY.
2. ALL REQUIREMENTS OF THE CITY OF FONTANA SOIL EROSION AND SEDIMENT
CONTROL REGULATIONS SHALL BE INCORPORATED INTO THE CONSTRUCTION OF
THE PROPOSED GRADING/IMPROVEMENTS CONSISTENT WITH THE APPROVED
EROSION CONTROL PLAN FOR CONSTRUCTION LEVEL BEST MANAGEMENT
PRACTICES (BMP)
3. THE CONTRACTOR SHALL IMPLEMENT PREVENTIVE MEASURES TO ASSURE THAT
NO ROCK, SOIL, DUST OR DEBRIS OF ANY FORM SHALL FALL ONTO STREETS
WHILE HAULING TO/FOM THE PROJECT SITE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CLEANUP OF SILT OR MUD ON ADJACENT STREETS AND
STORM DRAIN SYSTEM DUE TO CONSTRUCTION ACTIVITIES OR THE HAULING OF
MATERIAL
4. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY STORM WATER
POLLUTION PREVENTION DEVICES WHEN RAIN IS IMMINENT.
5. THE CONTRACTOR SHALL ONLY GRADE INCLUDING CLEARING AND GRUBBING,
FOR THE AREAS FOR WHICH THE CONTRACTOR CAN PROVIDE EROSION/SEDIMENT
CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL EROSION/SEDIMENT
CONTROL DEVICES AS MAY BE REQUIRED BY THE CONTRACTING OFFICER DUE TO
UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY
ARISE.
6. THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES
TO WORKING ORDER TO THE SATISFACTION OF THE CONTRACTING OFFICER
AFTER EACH RUNOFF PRODUCING RAINFALL.
SIGNING AND STRIPING NOTES:
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO
THESE PLANS, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED MAY
20069 THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND
HIGHWAYS DATED SEPTEMBER 20060
2. ALL TRAFFIC STRIPES ARE PAINT (2 COATS) UNLESS OTHERWISE NOTED.
3. ALL EXISTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS IF REMOVED SHALL BE
REPLACED WITH SAME KIND, AND IN CONFORMANCE WITH THE CURRENT E� I TION OF TH� CALIFORNIA
(MUTCD)
4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE
PLANS
5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN PER CITY
STANDARD DETAIL NO. 4003.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL AT ALL TIMES.
7. CONTROL POINTS OR "CAT- TRACK I NG" TO BE APPROVED BY THE CITY TRAFFIC ENGINEER TWO
WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION.
8. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER
CITY STANDARD PLAN
REV. REVISION DESCRIPTIONi i I
DATE ENGR. CITY DATE
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
STANDARDS IN EFFECT.
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No. 46655 m
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SITE LOCATION
I-15/DUNCAN CANYON ROAD
INTERCHANGE PROJECT
EA 08-OH1304
VICINITY MAP
NTS
PRIVATE ENGINEER'S NOTES:
Knox Ave
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF DESIGN PROFESSIONAL.
PRIVATE ENGINEER'S NOTES:
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE° THE ENGINEER ASSUMES
NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR
IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO
WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON,
AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED
UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL
UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO
UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS
PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT
SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN
INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A.
THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON
THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE
THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE
DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED
QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR
THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE
SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE
PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL
BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS -OF WORK.
PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: SCALE:
AGDUNCAN CANYON ROAD As SHOWN
DESIGNED BY: TITLE SHEET DATE:
I AG 07/06/2012
DATE: 7/6/12 CHECKED BY: APPROVED BY: DRAWING NO.: 1
�.-�.�� _.._ ice 49 6 0 5
REGISTERED Cl [L ENGINEER DN -7
SENIOR ENGINEER R.C.E. 78044 DATE
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�0
SITE LOCATION
I-15/DUNCAN CANYON ROAD
INTERCHANGE PROJECT
EA 08-OH1304
VICINITY MAP
NTS
PRIVATE ENGINEER'S NOTES:
Knox Ave
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF DESIGN PROFESSIONAL.
PRIVATE ENGINEER'S NOTES:
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Q
co
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE° THE ENGINEER ASSUMES
NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR
IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO
WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON,
AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED
UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL
UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO
UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS
PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT
SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN
INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A.
THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON
THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE
THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE
DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED
QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR
THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE
SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE
PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL
BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS -OF WORK.
PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: SCALE:
AGDUNCAN CANYON ROAD As SHOWN
DESIGNED BY: TITLE SHEET DATE:
I AG 07/06/2012
DATE: 7/6/12 CHECKED BY: APPROVED BY: DRAWING NO.: 1
�.-�.�� _.._ ice 49 6 0 5
REGISTERED Cl [L ENGINEER DN -7
SENIOR ENGINEER R.C.E. 78044 DATE