HomeMy WebLinkAbout5769-1GENERAL NOTES CITY OF FONTANA
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR:
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD 5UMMI T A T R 05ENA
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, AND/OR
REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF TRACT NO. 20153
UNLESS OTHERWISE NOTED. AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE
PROVISIONS N THE "REN REPORT SAIDI CONFLICT GHEE
CI BOOK" ENGINEER FOR RESOLUTIONSHALL IMMEDIATELY PROTECTCONTRACTOR ANYI UTIL REQUIRED LINES SHOWN ANDUAN�ROTHERI LINES NOTARY ASUES TO
ONRRECORD STORM DRAIN IMPR O VEMEN T PLANS
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY OR NOT SHOWN ON THESE PLANS.
ENGINEER. CONSTRUCTION STAKING NOTICE
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT UNAUTHORIZED CHANCES AND USES
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE THE FIRM OF K&A ENGINEERING INC. WILL BE PERFORMING THE CONSTRUCTION
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL STAKING FOR THE COMPLETE PROJECT HOWEVER, IF ANOTHER ENGINEERING THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR
START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY LIABLE FOR, UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS. ALL
LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
RIGHT-OF-WAY WITHIN THE CITY LIMITS CALL (909) 350-7610. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AMD THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE THE PREPARER OF THESE PLANS.
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL FIRM OF K&A ENGINEERING INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT ERRORS OR OMISSIONS, WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR
OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN MITIGATED IF K&A ENGINEERING INC. PERFORMED THE STAKING WORK.
DIRECTED BY THE CITY TRAFFIC ENGINEER. PROFESSIONAL.
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 EXCA VA TION OR TR 20213 PA 1
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
W/ THOU T OB TAINING A SEPARA TE PERMI T FOR THA T PURPOSE.
�i '�'
JUSTIN
STREET
11.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
DEVELOPER/OWNER
INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
/
TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND THE ELEVATION OF ANY
LENNAR HOMES
II
�II
I
EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE
980 MONTECITO DRIVE, SUITE 302
THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
CORONA, CA 92879
(951) 817-3545
v
II
e
1-800-227-2600 TWO WORKING DAYS BEFORE EXCA VA TION.
II ;
LAT C3-3-4
I'
12.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
FAX (951) 817-3650
I Y
Q
A
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
ENGINEER
II
C�
�,
�� Q� GROVE
-MIL
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK
K&A ENGINEERING, INCH,
AROUND THEIR FACILITIES.
357 N. SHERIDAN STREET, SUITE 117
LEONETTI °p
e
LA T C3-3-1
13.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN
CORONA, CA 92880
L LANE
VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL
PHONE: (951) 279-1800
COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION
AND WATER REQUIREMENTS
14.
STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE
CITY OF FONTANA,
OTHERWISE NOTED. UTILITY NOTIFICATION LIST I ''
5. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO � � �
ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES ' W KRUG LANE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF CITY OF FONTANA -
8353 SIERRA AVENUE
APIV 239-131-45
v
CASA GRANDE AVENUE W °�
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I �
ANANTI LANE
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e 3
T C3-3-3
OPUS ONE
LANE
ANE V 4 Z
LA T C7-3 oc
T C-3-2 O FOXEN LANE 2
E C3-3 LA T C7-2 °C W
e opc LAT C7-1 p , i
W Q LINE C7 '
BORTOLOTTI LANE r
EMERSON LANE "
BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. LINE C3
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, FONTANA, CA 92335 y, LINE C3-2 I I I
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY (909) 350-6632-L
L u -
ENGINEER. I �',
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY SO. CALIF. GAS COMPANY W I' �o LAT C3-9 LAT C3-8 6 LINE C l �)
MONUMENTS, MONUMENT T/ES AND BENCHMARKS, SHALL BE DONE BY A 1981 W LUGONIA AVENUE o� , , �� `��zs
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS REDLANDS,CA 92374
THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE (909) 335-7967 " �� " , fin, LA T C-8 ,1
REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO EMERGENCIES: (800) 427-2200 III �� � `�, � C�
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER ,
REPLACEMENT OF THE MONUMENT SO. CALIF. EDISON COMPANY
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND 300 N. PEPPER AVENUE ;I LINE C3
BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT RIALTO, CA 92376 "
ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY (909) 820-5598 - UNDERGROUND LA T C3-7 e
VEHICLES. (909) 875-5100 - TRANSMISSION ;I e
LAT C3-5
19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF , Z
DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES - PIPELINES
(213) 637-(909) 357-1233 12JJ -DISTRIBUTION III
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA TED MA TERIAL, MUD, SIL T OR MONTEVIEJO �)� STREET
DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRI VA TE PROPERTY ADJACENT TO =
THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. WEST VALLEY WATER DISTRICT II �a �¢
A TTN: ENGINEERING DEPARTMENT III _ �LAT C3-3
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE 855 W. BASELINE ROAD III
CITY INSPECTOR. II „
RIAL TO, CA 92376
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. II II
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF (909) 875-1804 V
THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. II u 8
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM AT&T
UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY 22311 BROOKHURST STREET, STE. 203 lii I i i 1
ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR HUNTINGTON BEACH, CA 92646 OAKVILLE STREET
LEA VING IMPRO VEMEN TS (714) 963- 7964
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO MA TCH EXISTING CONCRETE. SPRINT
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR 2592 DUPONT DRIVE AAPPROVAL OF THE CITY ENGINEER. lRVINE, CA 92612
cjC�`� O LA T C-7
O
LA T C-6 LAT C-5
W
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LA T C3-6 W !
PEG45US BAY PLACE
PETRUS LANE I�
LAT C3-4
LINE C6, II
LINE C
OAKVILLE STREET_:::d
5 0 F,
2 p STAC'S LEAP LANE
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LINE C3 j LINE C5
oc
LINE CJ-1 ' ' ' '' I'
15
PROJECT
SITE
Py
CA SA
GRANDE
SUMMI T
A VENUE
210
FREEWA Y
210
\O
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BASELINE ROAD
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FOOTHILL BL VD
66
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SAN BERNARDINO
A VENUE
INTERSTATE - 10
VICINITY MAP
NOT TO SCALE
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTOR SHALL PREPARE THEIR OWN QUANTITIES AND BID
A COMPLETE JOB.
CONSTRUCTION NOTES & QUANTITY ESTIMATE
NO.
DESCRIPTION
UNIT
QUANTITY
INSTALL 6.5' X 4' RCB PER SPPWC STD. PLAN 390-1
LF
766
2�
INSTALL 24"X24" CATCH BASIN PER 2424CB BROOKS PRODUCTS
EA
4
INSTALL 48" RCP (D-LOAD PER PROFILE)
LF
750
4�
INSTALL 42- RCP (D-LOAD PER PROFILE)
LF
150
INSTALL 36" RCP (D-LOAD PER PROFILE)
LF
2104
INSTALL 30" RCP (D-LOAD PER PROFILE)
LF
1032
7�
INSTALL 24- RCP (D-LOAD PER PROFILE)
LF
574
INSTALL 18" RCP (D-LOAD PER PROFILE)
LF
1746
CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. DWG. NO. 3011
EA
7
10
CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. DWG. NO. 3012
EA
6
11
CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. DWG. NO. 3013
EA
6
12
CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE INLET PER CITY STD. DWG. NO. 3010
EA
6
13
CONSTRUCT CURB OPENING CA TCH BASIN PER Cl TY STD. DWG. NO. 3004
EA
27
14
CONSTRUCT TIMBER BULKHEAD PER DETAIL ON SHEET 2
EA
9
15
CONSTRUCT JUNCTION STRUCTURE PIPE TO RCB PER SPPWC STD. PLAN 333-2
EA
2
16
CONSTRUCT MANHOLE CONCRETE BOX PER SPPWC STD. PLAN 323-2
EA
3
17
CONSTRUCT TRANSITION STRUCTURE RCP TO PIPE PER SPPWC STD. PLAN 342-2
EA
I
18
CONSTRUCT BIFURCATION STRUCTURE PER SPPWC STD. PLAN 322-2 & DETAIL ON SHEET 2
EA
1
19
CONSTRUCT MODIFIED MANHOLE STRUCTURE PER DETAIL ON SHEET 2
EA
1
20
INSTALL 36"X36" CATCH BASIN PER 3636CB BROOKS PRODUCTS
EA
1
21
CONSTRUCT OUTLET STRUCTURE PER FLARED END SECTION CAL TRANS STANDARD NO. D94B
EA
1
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, (800) 659-9698 TRIVENTO ��)� �0 PLACE III I SHEET INDEX
AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS CITY APPROVAL OF 4A ` SHAPER COURT LAT C-3 II
CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF TIME WARNER CABLE W LA T C2-1 LA T C3-2 LA T C-4 SHEET NO. DESCRIPTION
ELEVA TIONS OR LOCA TIONS SHOWN ON THE PLANS. 1500 AUTO CENTER DRIVE 4 LA T C2-3 LA T CJ-1 �
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED ONTARIO, CA 91761 LINE C LAT C-1 LINE C LA T C4-1 v it 1 TITLE AND INDEX MAP
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL (909) 975-3439 `_ 7 - _ 4 �,I , 2 DETAILS AND SECTIONS
AFFECTED AGENCIES IMMEDIA TEL Y. = "
VENETO DRIVE e na
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL SUNESYS, LLC ' - _ _ r� I 3 LINE C -STA. 9+95.02 TO STA 16+00.00
HAVE BEEN PLACED, INSPECTED AND APPROVED. 1325 PICO STREET #106 r >. , LINE C1 -STA 10+00.00 TO STA 10+44.88
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED CORONA, CA 92881 3 � LA T C-2 LINE C4 LA T C4-2 iI LINE C - STA 16+00.00 TO STA. 25+94.99
PRIOR TO PAVING OF STREETS (951) 278-0400 7 I'j LINE C2 LAT C2-2 - , a
�, LINE C4 -STA. 10+00.00 TO STA. 11 + 18.46
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT III �; v W� LINE C1 �,�C �� b'� `�� p
WYNDHAM c) LANE 5 LINE C -STA. 25+94.99 TO STA. 35+00.00
PRIOR TO PLACEMENT UNDERGROUND SERVICE ALERT , ;' ~ � WYNDHAM �)� LANE c)`� �� A I
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE (800) 422-4133 ;I �"L �`" �� �'�� I; 6 LINE C -STA. 35+00.00 TO STA. 38+55.43
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF LINE C7 -STA. 10+00.00 TO STA 14+07.17
PA VING. A91 I ' LINE C2 - STA 10+00.00 TO STA 14+48.61
32. UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE ALL LINE C-BIFUCA TION 7
Q_ LINE C x LATERALS C2-2, C2-1 & C2-3
SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE
SATISFACTION OF THE CITY TRAFFIC ENGINEER. -_ _______=--L _____-__------- -----_ - -- 8 LINE C3 - STA 10+00.00 TO STA. 20+00.00
---- _= LAT C-9 _ _
+00.00 TO
A.
+9359
33. AS -BUILT DRAWINGS ENGINEER OF RECORD, SHALL
WHO SHALLPPROVIDE RECORDEDRAWINGS TO TO
THE CITY INDEX
MAP SUMMIT AVENUE 9 LINE C3-3 - STA.010+00.00 TOT STA.415+91. 5
LEGEND
CENTERLINE
- -
RIGH T OF- WA Y
WA TER
s
SEWER
-----------
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
O
SEWER MANHOLE
FIRE HYDRANT
,g,
PROPOSED CATCH BASIN
NIMUM D-LOAD FOR ALL RCP IS 1350. SCALE: 1 "=200' � r 10 - 12 LATERALS
34. MI
TR 1 J5dP SIERRA LAKES ELPC18-000049
a
p O PREPARED fOR: BASIS Of BEARING ENGINEERING 357 N. SHERIDAN STREET CITY OF FONTANA CALIFORNIA z
SHOULD CONSTRUCTION OF REQUIRED SUITE 117 pFESs�ON
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE a PR q
IMPROVEMENTS NOT COMMENCE o � LAND PLANNING CORONA, CALIFORNIA 92880
WITHIN TWO YEARS OF THE DATE OF 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 �����`� <<y �� STORM DRAIN PLANS
APPROVAL SHOWN HEREON AND LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242197-98. SURVEYING FAX (951) 279-4380 � ti z
980 MONTECITO DRIVE, SUITE 302 BEING: N003332"YV Engineering, Inc. No. 55534 DESIGNED S Y. TRACT NO. ZO%S3 SCALE.
CARRIED FORTH IN A DILIGENT MANNER, AS NOTED
THE CITY ENGINEER MAY REQUIRE CORONA, CA 92879 BENCHMARK:
REVISIONS TO THE PLANS TO BRING (951) 817- 3545 sT c i v i ��� DRAWN B Y.• TI TLE AND INDEX MAP DATE
THEM INTO CONFORMANCE WITH FAX (951) 817-3650 CAL TRANS BENCHMARK #8-17 ` \\„ • gTFOF CA�\F JS BM ,f _ JAN. 2019 0
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/O 1-210, 0.2 01�23�19
f0 TONS AND STANDARDS IN MILES WEST OF SAN SEVAINE RDOAD. AMIR H. FALLAHI , RCE 55534 DATE CHECKED BY. A� Rv✓ BY. DATE 1/24/2019 DRAWING NO: ,
ELEVA TION=1428. 609 FECT
1 5769 72
REV. REVISION DESCRIPTION ENGR. DA TE CITY DATE Cl TY ENGINt ER RCE 51152
a
TOLL FREE `4mm" DIAL 811
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
- NOT FOR CONSTRUCTION -