HomeMy WebLinkAbout5765-1GENERAL NOTES CITY OF FONTANA
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE COLOR AND FINISH TO MATCH EXISTING CONCRETE.
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN
BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY SITE
LATEST EDITION UNLESS OTHERWISE NOTED. WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. OFFSITE STORM DRAIN PLANS
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING GRANDE
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITYLINE "B"& "B1 SUMMIT AVENUE & SIERRA AVENUE
SUMMIT AVE
PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY 210 FREEWAY
REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. Io
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3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE SUMMIT AT ROSENA BASELINE RD BASELINE RD
CITY ENGINEER. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER `FOOTHILL BLVDc
AND ALL AFFECTED AGENCIES IMMEDIATELY. o
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING TRACT NO. 20153
3
SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. H
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. W
SAN BERNARDINO AVE
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION I - • - INTERSTATE -10
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL APPROVED PRIOR TO PAVING OF STREETS.
J THE THOMAS GUIDE, 2004 EDITION, SAN BERNARDINO COUNTY
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF PAGE 574, GRIDS H-1, H-2, J-1, J-2
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT u
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL i I
(909) 350-7610. PAVEMENT PRIOR TO PLACEMENT. o -"Jill 111L.,
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_ 7 1 , VICINITY MAP
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL _ t I
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON , _ i N.T.S.
COMPLETION OF PAVING.
MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS -
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OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL I
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. - - C A S A GRANDE AVENUE CB-2
TIMES. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO - - - CASAGRANDEAVENUE - -
THE CITY ENGINEER.
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM
THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 7' ( L T "B - " i LAT "B1-5"
34. MINIMUM D-LOAD FOR ALL RCP IS 1350. 'I -
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) CITY OF FONTANA, UTILITY NOTIFICATION LIST' LOT - JUSTIN STREET - AVANT[ LANE 1
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE I _ _ CONSTRUCTION NOTES: QUANTITY ESTIMATES
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS CITY OF FONTANA AT&T
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. -
8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 ' I 1 INSTALL 108" RCP (D-LOAD PER PROFILE) 2647 LF
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TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 y W 19 I 2 INSTALL 66" RCP (D-LOAD PER PROFILE) 2651 LF
THE POTENTIAL EXISTS FOR GROUND MOVEMENT. (909) 350-6632 (714) 963-7964 1 ii i >' - -
3 INSTALL 6.5'x4' RCB (D-LOAD PER PROFII F) 24 LF
S0. CALIF. GAS COMPANY SPRINT
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC 1981 W. LUGONIA AVE 2592 DUPONT DR 1 ± ' g a L 4 INSTALL 36" RCP (D-LOAD PER PROFILE) 291 LF
oPI�s N "
RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT REDLANDS, CA 92374 IRVINE, CA 92612 Ii i LOT•K` i i J 6 LANE 5 INSTALL 24 RCP (D-LOAD PER PROFILE) 562 LF
PURPOSE. (909) 335-7967 (800) 659-9698 I Gf OVVNENILL GRLANOVE MILL m
EMERGENCIES: (800) 427-2200 I EE 6 INSTALL 18" RCP (D-LOAD PER PROFILE) 18 LF
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM TIME WARNER CABLE I~ - -YNA - LAi LEONETTI o LANE FOXEN FOXEN ' 7 CONSTRUCT 24" CMP RISER PER DETAIL ON SHEET 9 1 EA
RENE v p LANE ¢ Z
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR II i i i z
ONTARIO, CA 91761 �' I I o � ' W 8 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3011 1 EA
THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE RUE LOCATION AND 300 N. PEPPER AVE II a a i-LAT B1-6
THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER RIALTO, CA 92376 (909) 975-3439 ' WL ' I _J 9 CONSTRUCT MODIFIED MANHOLE STRUCTURE PER DETAIL ON SHEET 7 1 EA
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL 909 820-5598 _ UNDERGROUND - - 10 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3013 7 LF
SUNESY$ LLC , , BORTOLOTTI LANE
CONTACT UNDERGROUND SERVICE ALERT AT 1 800 227 2600 TWO 909 875-5100 TRANSMISSION 1325 PICO ST #106 �� - KRUG LANE - - - -- < LLU
WORKING DAYS BEFORE EXCAVATION. 213 637-1233 -PIPELINES CORONA, CA 92881 LJJ �; _ _ Z W EMERSON LANE I 11 CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH SHOWN ON PLAN) 4 EA
909 357-6505 -DISTRIBUTION (951) 278-0400 I� o
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 2 I 12 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 3005 (WIDTH SHOWN ON PLAN) 4 CF
WEST VALLEY WATER DISTRICT UNDERGROUND SERVICE ALERT 13 CONSTRUCT STANDARD TRENCH REPAIR PER CITY STD. 1008 5745 LF
CABLE TELEVISION, LANDSCAPING, LANDSCAPE COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, ATTN: ENGINEERING DEPARTMENT 800 422-4133
RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD IRRIGATION, CONTROLOMESTIC AND CALTRANS. 855 W. BASELINE RIALTO, CA. 92376ROAD ( ) Q '+ • 1 14 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY STD. 3009 4 EA
FONTANA WATER COMPANY I
ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE (909) 875-1804 15966 ARROW ROUTE I 15 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY STD. 3010 7 EA
PRIOR TO WORK AROUND THEIR FACILITIES. METROPOLITAN WATER DISTRICT FONTANA, CA 92335 SOUTHERN ALIFORNIA EDISON CORRIDOR I 1 16 INSTALL JENSEN PRECAST 2,024" DRAIN INLET PER DETAIL 1, SHEET 9 1 EA
DANIEL FLORES (909) 822-2201 I
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR 700 NORTH ALAMEDA 17 CONSTRUCT TRANSITION STRUCTURE RCB TO RCP PER APWA STD. 342-2, SEE SHEET 9 1 EA
WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. LOS ANGELES, CA 90012 ;
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY (909) 392-5137 ?� 18 CONSTRUCT BRICK BULKHEAD OR EQUIVALENT PER SATISFACTION OF CITY ENGINEER, 7 EA
FOR VALVE OPERATION AND WATER REQUIREMENTS. 1 DETAIL ON SHEET 7
SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 19 INSTALL PPL-24 LINER BY BTL INC. OR APPROVED EQUAI 455 SF
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT ATT: ED HILLS �I L I LAT d I � d I � d"B1-7" 20 INSTALL 30" RCP (D-LOAD PER PROFILE) 119 LF
1402 N. VOSBURG DRIVE P.O. BOX 1299 PEGASUS BAY PLACE
WHERE OTHERWISE NOTED. � - - - - � � _ _ _ ,
AZUSA, CA. 91720 I MONTEVIEJO STREET _ PETRUS LANE
� + _ _ _ _ 21 CB INSERT PER DETAIL 7 ON SHEET 9 EA
15. ADEQUATE CONSTRUCTION 969-7911 UCTION CONTROL STAKES SHALL BE SET BY THE Cf i
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO DEVELOPER SOILS ENGINEER W z 1
THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE I o
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING LENNAR HOMES PETRA GEOECHNICAL, INC. cl- J I 1
DURING CONSTRUCTION. 980 MONTECITO DRIVE, SUITE 302 _j
GRAYSON R. WALKER, GE >-- �+ I COUNTY CENTER DRIVE U �� OAKVILLE S RE ET
CORONA, CA 92879 � -
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, PHONE (951) 817-3545 EMECULA, CALIFORNIA 92591 - - Q U)
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE FAX (951) 1) 817 3 PHONE NO. (951) 600-9271 I OAKVI LLE STREET , STAG'S LEAP LANE
CITY ENGINEER. 3 ; 10
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: 01
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING Ii _ _ _ ZFO:) f I
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES TRIVENTO PLACE 121�
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. I , J - - - SHAPER COURT -1 I CB-5
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER - - - - _ _ LAT "B1-3"
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE - - - - VENETO DRIVE
MONUMENT. LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. - - _ _ _ _ _ _ 1- I
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CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME W o177 - -
AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE II a W
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MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND W CB-6Z
AND EMERGENCY VEHICLES. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND Z 0
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER Ll
19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY I ��
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. AND ALL LABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE i OF THE DESIGN PROFESSIONAL. -- W= = - _ = W= _ '- = -"' ` ` - I LAT 11B1-1
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, - - - � -=Tr W= - - 11
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY UNAUTHORIZED CHANGES AND USES: ii SUMMIT AVEN U E
ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR
WRITTEN APPROVAL THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE LAT 1113-511 LAT 1113-1 LAT "B-3"
LAT 1113-411
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE „ „
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. SHEET INDEX LINE B INDEX MAP
OF THE CITY INSPECTOR. SHEET 1 TITLE SHEET SCALE: 1"=250'
LEGEND: SHEET 2 LINE "B"
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. SHEET 3 LINE "B"
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING - INDICATES CENTERLINE SHEET 4 LINE "B"
OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS SHEET 5 LINE 'B1" NOTE: SPECIAL CARE SHALL BE TAKEN WITHIN CASA GRANDE AROUND
OBTAINED. --'- INDICATES RIGHT-OF-WAY LINE SHEET 6 LINE 'B1" MWD AND SGVMWD PIPELINE BOTH DURING GRADING AND
- - - - INDICATES EXISTING IMPROVEMENTS SHEET 7 LINE '61" CONTRACTOR TO VERIFY ELEVATION & LOCATION CONSTRUCTION. CONTRACTOR RESPONSIBLE TO ADHEAR TO
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES INDICATES EXISTING CONTOUR LINE SHEET 8 LATERAL "B-1", "B-2", "B-3", "B-4" OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL REQUIREMENTS, INCLUDING SUBMITTAL OF SHORING
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE DIRECTION OF FLOW LATERAL "61-1761-2", "61-Y, "B1-4", "61-5" & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. DETAILS 30 DAYS PRIOR TO CONSTRUCTION TO ENGINEER
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE ---- HGL SHEET 9 DETAILS & SECTIONS, LATERAL "61-6", "61-7", "B-5" AND AFFECTED UTILITY/AGENCY ELPC18'000026
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SWALES ENTERING OR LEAVING IMPROVEMENTS. SHEET 10 DETAILS
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o p REV. REVISION DESCRIPTION ENGR. DATE CITY DATE SHOULD CONSTRUCTION OF REQUIRED Prepared For: BASIS OF BEARINGS: Prepared By: pFEss/ CITY OF FONTANA, CALIFORNIA
NO IMPROVEMENTS NOT COMMENCE WITHIN BEING THE THE EAST LI CENTERLINE OF SINE OF THE SE ERRA AVE4 OF CTP R PM NO. ION 19, 0 ALLARD ENGINEERING Q �D o
N TWO YEARS OF THE DATE OF APPROVAL _ ����o �' q�`q� � STORM DRAIN PLANS
L E N N A R HOMES 19431, PMB 242/97 98 Civil Engineering Land Surveying Land Planning �� 9 ti
0 AMAAAAAAAAAAAAAAAVM o SHOWN HEREON AND CARRIED FORTH IN A BEING: N00'33'32"W g g g g c) �� �o c= DAWN �� OFFSITE SUMMIT AVENUE & SIERRA AVENUE SCALE:
16866 Seville Avenue - z HR AS NOTED
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DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY 980 MONTECITO DRIVE, SUITE 302 BENCHMARK: Fontana, California 92335 w m TITLE SHEET
ca DESIGNED BY: DATE:
BEFORE �• DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO CORONA, CA 92879 (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/20 DBW LINE B AND B1 January, 2019
YOU DIG CALTRANS BENCHMARK #8-17
YOU DIG BRING THEM INTO CONFORMANCE WITH (951) 817-3545 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED � �%, 01 /22/19 �qTF Civic CHECKED BY: APP ED BY:; DRAWING NO.: 1
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT FAX (951) 817-3650 343' N/O 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. A ymond 1. Allard, A.C.E. 36052 Date OF Al-�F RJA DATE: 1 /28/2019
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EL=1428.609 (expires 6/30/2020) CITY ENGINEER R.C.E. 51152 5765 10
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Filename: I.\Cal Atlantic\Summit at Rosena\ Drawings\ FINAL DESIGN\OFFSITE\STORM DRAIN\OFFSITE STORM DRAIN\SUMMIT-SIERRA\STORM DRAIN OFFSITE SHT 01.dwg