HomeMy WebLinkAbout5698-1GENERAL 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 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 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 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 IN 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
THE 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE
CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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 CONTRACTORS 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 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 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. 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 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. 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. MINIMUM D-LOAD FOR ALL RCP IS 1350.
CITY OF FONTANA. UTILITY NOTIFICATION LIST
CITY OF FONTANA
AT&T
8353 SIERRA AVE
22311 BROOKHURST ST SUITE 203
FONTANA, CA 92335
HUNTINGTON BEACH, CA 92646
(909) 350-6632
(714) 963-7964
SO. CALIF. GAS COMPANY
SPRINT
1981 W. LUGONIA AVE
2592 DUPONT DR
REDLANDS, CA 92374
IRVINE, CA 92612
(909) 335-7967
(800) 659-9698
EMERGENCIES: (800) 427-2200
TIME WARNER CABLE
S0. CALIF. EDtSON COMPANY
1500 AUTO CENTER DR
300 N. PEPPER AVE
ONTARIO, CA 91761
(909) 975-3439
RIALTO, CA 92376
909 820-5598 - UNDERGROUND
SUNESYS, LLC
909 875-5100 - TRANSMISSION
1325 PICO ST 1 106
213 637-1233 - PIPELINES
CORONA, CA 92881
909 357-6505 - DISTRIBUTION
(951) 278-0400
FONTANA WATER COMPANY
UNDERGROUND SERVICE ALERT
15966 ARROW BOULEVARD
(800) 422-4133
FONTANA, CA 92335
(909) 822-2201
DEVELOPER SOILS ENGINEER
GRAND PACIFIC COMMUNITIES, CORP SOILS SOUTHWEST, INC.
100 N. BARRANCA AVE., SUITE 950 897 VIA LATA, SUITE "N'
WEST COVINA, CA 91791 COLTON, CA 92324
(626) 858-8666 TEL (909) 370-0474
FAX (909) 370-3156
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. 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 THE DESIGN PROFESSIONAL.
UNAUTHORIZED C11ANGES AND USES
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
CONSTRUCTION STAKING NOTICE
THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
ALLARD ENGINEERING INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE
COMPLETE PROJECT. HOWEVER, IF ANOTHER ENGINEERING AND/OR SURVEYING FIRM
SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION
STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INC. WILL NOT
ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, WHICH COULD HAVE BEEN
AVOIDED, CORRECTED OR MITIGATED IF ALLARD ENGINEERING INC. HAD PERFORMED THE
STAKING WORK.
Mir "11
SHEET 1 TITLE SHEET
SHEET 2 LINE 'A'
SHEET 3 LINE "A" LAT "A-3" & LAT "A-4"
SHEET 4 LINE "B , LAT "B-1 " & LAT 'B-2'
SHEET 5 LAT "A-1 ; LAT "A-2", LAT "A-5", & LAT 78-3"
WQMP DRAIN SYSTEM
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
1:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL (1" MAX SIZ
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE 10'
OR GREATER IN DEPTH USE 1/2
CRUSHED STONE BEDDING
INDEX MAP
SCALE: 1 "=200'
,T "A"
LEGEND:
I I j INDICATES PROPOSED A.C. PAVEMENT
INDICATES CENTERLINE
INDICATES RIGHT-OF-WAY LINE
- INDICATES EXISTING IMPROVEMENTS
03*- INDICATES EXISTING CONTOUR LINE
DIRECTION OF FLOW
L.U.A. LIMITED USE AREA
L.O.C. LENGTH ON CURVE
L.O.S. LINE OF SIGHT
90% COMPACTED NATIVE
BACKFILL 6" MAX SIZE
6" MIN.
8' MAX.
o to
3" MAX. SIZE
NATIVE SOIL
COMPACTED 95%
STORM DRAIN ® =j
NOTES: � m m
1. TRENCH WIDTH SHALL BE CONTROLLED 3. CLASS It AGGREGATE BASE ALL TRENCHES
TO TOP OF PIPE ZONE LESS THAN 100 FEET IN LENGTH
2. TRENCH DEPTHS OF GREATER THAN 5' 4. COMPACTION SHALL BE 907 IN ALL ZONES
SHALL HAVE ADEQUATE SHORING UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY
SHALL CONFORM TO CAL -OSHA REQUIREMENTS
TRENCH
NOT TO SCALE
RANCHO
CUCAMONCA
Z
J
AVE
OB
WAY W
-' '
U us
VICINITY MAP
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR SITS
OWN QUANTITIES AND BID A COMPLETE JOB.
CONSTRUCTION NOTE QUANTITY ESTIMATES
T
1 INSTALL 48" RCP (D-LOAD PER PROFILE) 890 LF
2 INSTALL 36" RCP (D-LOAD PER PROFILE) 1405 LF
3 INSTALL 24" RCP (D-LOAD PER PROFILE) 420 LF
4 INSTALL 12" RCP (D-LOAD PER PROFILE) 660 LF
5 CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH SHOWN ON PLAN) 6 EA
6 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 3005 (WIDTH SHOWN ON PLAN) 6 EA
7 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3011 2 EA
8 CONSTRUCT MANHOLE PER CITY STD. 3012 5 EA
9 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3013 2 EA
10 CONSTRUCT HEADWALL WING TYPE PER CITY STD. 3020 1 EA
11 CONSTRUCT TRASH RACK PER CITY STD. 3021 1 EA
12 INSTALL RIP -RAP PER CALL OUT SHOWN ON PLAN 128 CF
13 CONSTRUCT STANDARD TRENCH REPAIR PER CITY STD. 1008 258 LF
14 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY STD. 3009 2 EA
15 CONSTRUCT 48" CMP RISER PER DETAIL ON SHEET 3 1 EA
16 INSTALL 8" PVC (SDR-35) 922 LF
17 CONSTRUCT 6" CONCRETE DESILTING BASIN PER DETAIL, SHEET 3 2 EA
18 CONSTRUCT 12" CMP RISER PER DETAIL ON SHEET 3 2 EA
19 EXISTING ANCHOR POLE TO BE RELOCATED BY S.C.E. 1 EA
20 SAWCUT & REMOVE EXISTING CURB AND GUTTER, REPLACE WITH 12' WIDE DRIVEWAY 1 EA
PER CITY STD. 1002
21 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY STD. 3010 1 EA
22 CONSTRUCT GUNNITE SPILLWAY PER DETAIL ON SHEET 4 1 EA
23 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, 1 EA
W=16' UNLESS NOTED OTHERWISE
24 INSTALL 30" RCP (D-LOAD PER PROFILE) 299 LF
25 INSTALL NYLOPLAST 48" DRAIN CLEANOUT (OR APPROVED EQUAL) 5 EA
26 CONSTRUCT CATCH BASIN PER DETAILS ON SHEET 1 & PER CITY STD. 3004 1 EA
(MODIFIED WIDTH AS SHOWN ON PLAN, STRUCTURAL DATA PER 21' CATCH BASIN)
14' PER PLAN
1' 6' TC 1'
PER PLAN EXISTING BLOCK
CITY STORM
DRAIN SYSTEM
�IriT�J�:��P:T►
•i i � j' i
Its
•
STREET FLOW
WAS
25'
GUTTER
_
PROPOSED STORM
DRAIN EASEMENT
WQMP DRAIN
a
w
SYSTEM
cv EXIST. GROUND
12" PVC
EXISTING PAD
-=
INV. PER PLAN
WITH DEBRIS SCREEN
1
LD.G.ACCESS
OVER OUTLET PIPE
t- -�
1015'
PROPOSED STORM
DRAIN PIPE
s
N.T.S.
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE BASIS OF BEARINGS: Prepared By: CITY OF FONTANA
G�DSHOULD CONSTRUCTION OF REQUIRED Prepared For: ®F ESS
00 Q p THE BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF QR oti
IMPROVEMENTS NOT COMMENCE WITHIN CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299/13-15. ALLARD �® ®N® J• q �� STORM DRAIN PLANS
TWO YEARS OF THE DATE OF APPROVAL BEING: N00.I6 44"W �`�' �� `� F2 .
Civil Engineering - Land Surveying - Land Planning ,�. 4 �.. N0. 1898?
GRAND PACIFIC COMMUNITIES, CORD � DRAWN BY: SCALE.
SHOWN HEREON AND CARRIED FORTH IN A 100 N. BARRANCA AVE., SUITE 950 BENCHMARK 16866 Seville Avenue � � No. 36052 ® m AE AS NOTED
DILIGENT MANNER, THE CITY ENGINEER MAY CALTRANS BENCHMARK NO. 8-17 Fontana, California 92335 n, LE SHEET
DIAL TWO WORKING DESIGNED BY: DATE:
-, WEST COVINA, CA 91791 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 (909) 356- 15 Fax (909) 365-1795 Exp. 6/3(?/18 ,.--
BEFORE •� DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (626) 858-8666 HIGHLAND AVENUE 0.2 MI W 0 SAN SEVAINE ROAD IN SOUTH DBW July, 2018
Y ❑ U DIG YOU DIG _ BRING THEM INTO CONFORMANCE CONCRETE BASE OF S.C.E. OWER 19.5. 2.65 MI. WEST s�qT C l V 1 �` �\Q- CHECKED BY: AP P OVED DRAWING NO.:
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT ALONG HIGHLAND AVENUE FROM SIERRA' AVENUE A mond . Allard, A.. . 36052 Date of CA!-\F RJA DATE. 7• ` 1
J A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EL=1428.609 (expires 6/30/2018)
i
CITY ENGINEER R.C.E, 51152 5698 5
Filename: 1:\Grand Pacific Communities - 339\Trl8981 Citrus and Curtis\DWG's\FINAL DESIGN\STORM DRAIN\STORM DRAIN TR 18981 SH1.dwg