HomeMy WebLinkAbout5040-1A
CH
SE
RO
GENERAL SEWER NOTES: -�=-
AD
-
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA VE
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. - _ - - - =
-- _ - - _t --� -_-'- -
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT WER MAIN
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN - + - #, = _ = T__. PROPOSED FS CL CHASE ---T-
BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY 1430-- e _ , -- t _ -- w w Z _ - 1 430
- - -.. -
ENGINEER FOR RESOLUTION.
—--- — _ - —
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER
O
w
Q
Z p
i— ` 1 -- Z
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE— — — —c —' - + — t=— �--+— - __ < _
-- - - -- - _ - + - _ w
LOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION �- -- _ _ "'- - -"^ rt > * >
COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF - - _ _-�- + --�= c�i�= CDS Q
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. -'- - +-_ µ - ^i; - - ` z o
� • 04 -� �
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND_-
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST - - --- - �;_ _ s _ V ..--- �_ _ � -t- -- �, �- � � ��•-= t
NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. -� - U
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, - --- _ +- , - - �' „__ -��-- - �==
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. - GAS
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK _ -- - --3- _- -
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION - - - '— - F �= ---ELECT DUCT BANK
- -
OF INDUSTRIAL SAFETY. — _ - - --
t- L VI\ 11111/' !'Li/1111111 -r--r ,w ,._,�,�_R�,,.�� v __ L WATER MAIN
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET N DEPTH 1420 Q �$ WATER MAINS---[A 420
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 -
- - w -- _
THE POTENTIAL EXISTS FOR GROUND MOVEMENT. _
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT C) NOTE: VERIFY INVERT EL.
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. - o XI 0
-
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE - _ _ _
3 - -� __ - __�-- --- � - -- -- OF EXISTING MH PRIOR T
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR _ - "' _--_- - TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING -- - T = v - _ SETTING INLET EL. OF N E W
UTILITIES, AND TO EXERCISE PROPER PRECAUTION 70 AVOID DAMAGE THERETO cn -
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227- 2600 7�0/67� SE1 A /ER MAIN ON /,HASE
-V Vl�TVO WORKING DAYS BEFORE EXCAVATION. -= - - -- _ t -1- FSE
REE
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COWAN IES _- -' - -- _~= +- - - s 079" RCP_ 5INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,SD
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, _
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE 1410
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 141 O
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT - - T -- —
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. PRIVATE ENGINEER'S NOTICE_- __� -,A p 113.88' EXTRA STRENGTH ,-
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. TO CONTRACTORS -- - = Y _ 0 8" VC z
-_
_ _
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND _ __ : - -- - _ e _- - -- _ ? r 6 - - Z PROFILE
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE - - -+- THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL - -`
BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY -, ,
STAKING ING CONSTRUCTION. I REQUIREMENT —' ,_-- +— __ . __.i' === - ; t --,= -- VERT: 1 = 4
DUR OF ALL PERSONS AND PROPERTY. THAT THIS EQ _ _
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, 6+00 7+00 8+00 9+00 10+00 11+00
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY INDEMNIFY, AND HOLD THE AGENCY AND THE ENGINEER HARMLESS
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION
CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY MONUMENTS THAT WILL BE WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS AGENCY OR THE ENGINEER. STA 10+20.00 SWR STA.
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. EXISTING MH
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL s i i • -- DWG NO. 3248
EXISTING CURB & GUTT R i i i �. �� !I . i
TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION s 1427,$ i � s �
AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 142 .3 s i i i
x ❑rU
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUS T CONTROL, " TREE w s i a I o
INCLUDING ADEQUATE WATERING, AT ALL TIMES. UNDERGROUND UTILITIES & STRUCTURES CO5,+—
SHOFNOTE: i a, /
19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR I MANHOLE STEPS TO BE 0 I STA 10+02.10 SWR STA.
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT—OF—WAY STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF " $" O AS s i I _. i W
INSTALLED ON THE o ATff i
DURING CQNSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO � OMH
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE ..` 1 DOWNSTREAM SIDE zQ---------- - - 14 6. i f EXISTING 24
ONLY X I r i Z DWG NO. 3248
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO " + z of _ + i s
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE ';: F ' "�` o s� c 426. i W
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. cn U i i � s '.
OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED, uj a { - w N�
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING `CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE EXISTING MANHOLE IN CITRUS C'? w 228 151-07 0 s ��-
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES MODIFY SHELF TO ACCEPT NEW PIPE z ~ _j L6 i,� L of `
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING y��� ZI i ix
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." CITY STD. DWG 2003 - CASE II 11J Q w i ; `? ( N�N 1425.5
TO MATCH EXISTING CONCRETE. Q
NOT TO SCALE -' U w )14
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE
A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THELO 1
DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. CITY OF FONTANA UTILITY NOTIFICATION LIST I `� V CORE INTO EXISTING MH AND MODIFY BASE TO
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE CITY OF FONTANA AT&T TELEPHONE COMPANY 4 I 1424.5 ACCEPT NEW 8" SEWER MAIN
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS $353 SIERRA AVE 1265 VAN BUREN AVENUE 2 i X STA 39+55.17 SWR STA.
OF THE ASTM DESIGNATION C700 FOR V.C.A. X i
FONTANA, CA 92335 ANAHEIM, CA 92807 ___ N 89'44 45 E i Lam_ s� i i '
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL ATTN: FRED RICHTER — 4 -� —� i i ,l,1, EXISTING MH
(714) 666 55 09 8+00 9+00 3 i i i 10#00 " DWG NO. 2764
OF THE CITY ENGINEER. (909) 350-6731 ATTN: KERRI KENNEY �-' o i i i
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT M ANHOLE — — STA 64+78.06 CITRUS AVENUE
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. SOUTHERN CALIFORNIA GAS COMPANY TIME WARNER (CABLE TV) NC2,8� i s
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND P.O. BOX 3003, SC8031 1260 DUPONT STREET 61 0 - o - x s + i i =STA 10+00.00 CHASE ROAD
REDLANDS, CA 92373-0306 ONTARIO, CA 91761 X� i i s
VERIFY ELEVATION AND LOCATIpN OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS � — o — --� �DiI, s � s i
ATTN: RICKEY REYES 909 390-4738 o c i 1 i 23.5 i s
TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS ( ) s
SHOWN ON THE PLANS (909) 335-7508 ATTN: LEWIS MCDONALD --
(909) 335 7527 (FAX) _ 1423,4 x
29 ALL 4' HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE =LffTHERWISE VERIZON i
EMERGENCIES: (800) 427-2200 x ov fl
APPROVED BY THE CITY ENGINEER. 1400 E PHILLIPS BLVD 7FONTANA FIRE STATION N0.78 --,
30 TERMINATE ALL 4' HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12' ONTARIO, CA 91766 r�&imAmin s i
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE SOUTHERN CALIFORNIA EDISON COMPANY (800) 422-4133 CHASE ROAD
STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS 7951 REDWOOD AVE ATTN: STEVE HOOK
MEASLARED FRON THE UTILITY EASEMENT. FONTANA, CA 92335
31 THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURB AT THE ATTN: ROBERT AHRENDT SAN GABRIEL VALLEY WATER COMPANY E ISTING ROW
LOCATION OF THE SEVER LATERAL. (909) 357-6546 16803 SPRING STREET
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PRO POSED (909) 820-5598 UNDERGROUND (909)FONT2 CA 92335 E ISTING CURB &GUTTER
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFE CTED (909) 820-5137 TRANSMISSIONS ATTN: JAMES 01 CONSTRUCTION NOTES
AGENCIES IMMEDIATELY. (213) 637-1233 PIPELINES ATTN: JAMES CHAPMAN QUANTI TIES: E ISTING ELECTRICAL DUCT BANK
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN (909) 357-6589 DISTRIBUTION GRAPHIC SCALE NOT USED E ISTING STORM DRAIN CL
PLACED, INSPECTED AND APPROVED. (800) 422-4133
40 0 20 40 ao 180
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR 2�-- MODIFY EXISTING 48" SANITARY SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL 2003 CASE II 1 Ea, k
TO PAVING OF STREETS - t
FESS/Qk CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE PER CITY OF FONTANA STANDARD DETAIL 1008 114 L, F. •
35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT � - •
o E 'q� ( IN FEET
36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED �T S (pp �Z I inch = 40 ft. 4O— CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 2004 1 Ea,
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, 4 CONSTRUCT 4" VCP SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 2005 18 L,F,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION N NO• 3 �� T 6 REMOVE AND REPLACE EXIST. A.C. PAVEMENT, AND REPAIR 1500 S, F,
OF THE CITY TRAFFIC ENGINEER. 37A ` .��i LEGEND: BASIS OF BEARINGS: TRENCH PER CITY OF FONTANA STD DWG. NO. 1008
38 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF d'.CIV 1
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 4it /IF CO INDICATES AC PAVEMENT SAWCUT AND REMOVAL f 1► D D E KID U N N O . 1 (03-c)-3-os)
PREPARED FOR:
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE AR
ORIGINAL BENCHMARK PR SUPERVISIONPEOFHE CITY OF FONTANA, CALIFORNIA
z AS- BUILT RECORD DRAINING' "� , -P� �.Ib,�l SHOULD CONSTRUCTION OF REQUIRED CITY OF FONTANA BM-361
IMPROVEMENTS NOT COMMENCE WITHIN R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER PROFESS/° CHASE STREET SEWER PLANS
p N
N TWO YEARS OF THE DATE OF APPROVAL OF BASELINE AVENUE AND SULTANA AVENUE. ��° QE U
ELEVATION: 1365.01, SINCE DESTROYED y Z CHASE ROAD SEWER MAIN
C) AAWAAA6AAAAAAAAA~ SHOWN HEREON AND CARRIED FORTH INA ���� �o y DRAWN BY: SCALE: 1 = 40
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY * No. C 40964 N DESIGNED BY: DATE:
BEFORE .�. DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO SITE BENCHMARK " Exp. 3-31-09 FS - FEBRUARY 20, 2008
YOU DIG
YOU DIG BRING THEM INTO CONFORMANCE WITH SW CORNER, SEC. 31, TIN., R.5W., S.BM.-2 I.P. %p Exp.
CIVIL ?� CHECKED BY: AP ROV D DRAWING NO.:
Q WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF rF oe 6A
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. OF cn� `F FS DATE:
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION: 1395.16 ITY ENGINEER R.C.E. 51152 �D
C
Filename: E:\CHASE SEWER-2.DWG 50 j� !
3 1 LJ