HomeMy WebLinkAbout5842-1CITY OF FONTANA GENERAL NOTES:
1. ALL WORK SHALL BE IN 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 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. 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. 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.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (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.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE. 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.
10. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING
DAYS BEFORE EXCAVATION.
11. 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.
12. 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.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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 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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25
MILES PER HOUR.
21. 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.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. 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.
24. 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.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT -THE TIME
OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE
SEWER LATERAL.
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 STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF
THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET
SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEAN -OUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THEPAMNG CONTRACTOR UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC
ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED
BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO
SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE CALIFORNIA STA TE PLANE COORDINA 7F
SYSTEM (CCS83), ZONE 5, NORTH AMERICAN
DA 7UM 1983 (NAD83) BASED LOCALL Y ON
CON77N000SL Y OPERA 77NG REFERENCE
STATIONS (COBS) "EWPP" AND "GISA" AS
SHOWN HEREON (BASIS OF BEARINGS.•
S 8235'10.9410" E ) ALL BEARINGS SHOWN
HEREON ARE GRID BEARINGS.
BENCH MARK:
CHISELED BOX IN EAS7ERL Y TOP OF CURB
TAMARIND A VENUE, 60' SOUTH OF TAMARIND
COURT, 500' SOUTH OF SL0VER A VENUE. AS
SHOWN ON CITY OF FONTANA STREET
IMPROVEMENT PLANS P.M. NO. 16264, DWG.
NO. 4768.
ELEVA77ON = 1077.44'
STR T IM ROV M NT P ANS
FOR
1069 TAMARINID AV NU
FONTANA, CA
HOLD HARMLESS INDEMNIFICATION CLAUSE:
THE CONTRACTOR AGREES THAT HE SHALL 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 APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,
AND HOLD THE CITY OF ONTARIO, THE OWNER, AND THE PRIVATE ENGINEERS HARMLESS FOR ANY
AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR -
ENGINEER.
ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE
INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE
PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO
HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR
THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD LOCATIONS. THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES
SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK.
NOTICE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES
TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
TOLL FREE
A PUBLIC SERVICE BY
SCALE: 1'-50,
II?
-PROPERTY LINE
R/W
-RIGHT OF WAY
c
-CENTERLINE
ARCH.
-ARCHITECTURAL
T.C.
-TOP OF CURB
F.L.
-FLOW LINE
F.S.
-FINISH SURFACE
T.S.
-TOP OF CONCRETE SLAB
H.P.
-HIGH POINT
F.F.
-FINISH FLOOR
R.D.
-ROOF DRAIN
R.C.P.
-REINFORCED CONCRETE PIPE
INV.
-INVERT
S =
-SLOPE
F.G.
-FINISH GRADE
S.D.
-STORM DRAIN
T.R.
-TOP OF RAIL
ST.LT.
-STREET LIGHT
G.B.
-GRADE BREAK
H.P.
-HIGH POINT
H
-HEIGHT OF RETAINING
C.F.
-CURB FACE
B.W.
-BACK OF WALK
L.S.
-LANDSCAPING
A.B.
-AGGREGATE BASE
P.V.C.
-POLYVI N YLCH LORI DE
C.I.P.
-CAST IRON PIPE
F.H.
-FIRE HYDRANT
P.P.
-POWER POLE
C.B.
-CATCH BASIN
B.C.R.
-BEGINNING OF CURB RETURN
E.C.R.
-END OF CURB RETURN
L.P.
-LOW POINT
S.W.
-STEM WALL
T.O.P.
-TOP OF PIPE
B.O.P.
-BOTTOM OF PIPE
R
-RADIUS
T.F.
-TOP OF FOOTING
T.W.
-TOP OF WALL
C.M.B.
-CRUSHED MISC. BASE
S.F.
-SQUARE FEET
(0.00)
-EXISTING ELEVATION
B.O.W.
-BOTTOM OF WALL
T.G.
-TOP OF GRATE
N.G.
-NATURAL GRADE
TOP
-TOP OF SLOPE
TOE
-TOE OF SLOPE
E.P.
-EDGE OF PAVEMENT
A.C.
-ASPHALT CONCRETE
C.L.F.
-CHAIN LINK FENCE
CONC.
-CONCRETE
PKWY DRAIN
-PARKWAY DRAIN
H.C.
-HANDICAP
EXIST.
-EXISTING
TRANS PAD
-TRANSFORMER PAD
BLDG
-BUILDING
M.H.
-MANHOLE
T.B.
-TOP OF BERM
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
REV. 1 REVISION DESCRIPTION i DATE i ENGR. i CITY i DATE I STANDARDS IN EFFECT.
QROFESS/%
Of
i
* R.C.E. NO. 56155 r-
Lp Exp. 12-31-20 �Q
9TF C1 V
OF C A��F
VICINITY MAP
N. T. S.
STREET IMPROVEMENT
QUANTITY:
CONSTRUCTION NOTES:
NOTE. QUANTITIES ARE FOR CITY USE ONLY. CONTRACTOR SHALL DETERMINE SEPARATE QUANTITIES FOR BIDDING PURPOSES.
200 LF
O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000.
7,665 SF
2 CONSTRUCT 5.5" AC MIN. OVER 12" 95% COMPACTED NATIVE SUB -GRADE PER CITY STD 400.
SEE GEOTECHNICAL REPORT FOR FINAL RECOMMENDATION.
6,620 SF
3D SAWCUT AND REMOVE EXISTING A.C. PAVEMENT.
2,550 SF
(D GRIND EXISTING AC PAVEMENT 0.17' MIN DEPTH AND COLDPLANE OVERLAY 0.17' MIN. THICK AC
PAVEMENT. SEE DETAIL ON SHEET 2
1 EA
CONSTRUCT COMMERCIAL DRIVEWAY WITH PARKWAY SIDEWALKS MODIFY PER DETAIL SHEET 2
5
(W=40') PER CITY OF FONTANA STD. 1002.
1 EA
6I J CONSTRUCT COMMERCIAL DRIVEWAY WITH PARKWAY SIDEWALKS (W=30') PER CITY OF FONTANA
STD. 1002.
1,570 SF
O CONSTRUCT 5"PCC SIDEWALK PER CITY OF FONTANA STD. PLAN 1006
2 EAB=e,
CONSTRUCT PARKWAY DRAIN PER SPPWC STD. PLAN 151-2 (INLET TYPE II, S=0.0050 PLAN,
Q
CA STA. PER PLAN).
2 EA l 9 l STREET LIGHT PER CITY OF FONTANA STD. PLAN 404 (SEE STREET LIGHT PLAN)
4 EA (10 ) EXISTING POWER POLE TO BE REMOVED AND UNDERGROUND ALL WIRES BY OTHERS
N/A (11 } PROTECT IN PLACE EXISTING ITEM PER PLAN.
UTILITY CONTACTS:
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.
AT&T- (510) 645-2929
CITY OF FONTANA: (909) 350-7610
TIME WARNER CABLE: (909) 975-3398
SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583
FONTANA WATER COMPANY: (909) 201-7333
SOUTHERN CALIFORNIA EDITON COMPANY: (909) 928-8270
INLAND EMPIRE U11LI11ES AGENCY: (909) 993-1600
SHEET INDEX
1 ......... TITLE SHEET
2 ........ STREET IMPROVEMENT PLAN
3 ........ STREET CROSS -SECTIONS
A eneS Engineering, Inc.
®CI t4L ENGINEERING • LAND SURVE KNG
Slim 14349 RRESTONE BOULEVARD
A MIRADA, CALIFORNIA 90638
H.(714)521-4811 FAX(714)521-4173
Prepared Under LQThe Supery ' n Of
. August 26, 2019
?HARD STENZEL V DATE
t C.E. 56155 - EXP. 12/31 /20
CITY OF FONTANA, CALIFORNIA
TITLE SHEET
DRAWN BY: SCALE:
AR
DESIGNED BY OAKMONT TAMARIND DATE. AS NOTED
AC 10694,TAMARIND AVENUE August 26, 2019
CHECKED BY: APPRO
. DRAWING NO.: 1
HIA 6 584r2 3
CITY ENGINEER R.C.E. 51152 DATE:
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