HomeMy WebLinkAbout3254-1GENERAL NOTE
t:
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
ePAn� at d'
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE
COLOR AND FINISH TO MATCH EXISTING CONCRETE. `
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY SIAW AVE r AVE
BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
LATEST EDITION UNLESS OTHERWISE NOTED. `g
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTINGURK DRAIR ',
FLAA
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY ar�rw
REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. CU' O'�GA
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEERU
CITY ENGINEER. AND ALL AFFECTED AGENCIES IMMEDIATELY. 0
ko,AR
r
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT09W"VFLUPW j
SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 28• NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING AVE
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. r -
of% rM AO%L JAP269 r SAKWM`�` ` h OZECT
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND11 T 1000rqu
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION APPROVED PRIOR TO PAVING OF STREETS. I ® " sr. LO�'TIO
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL y
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT ,5 WWW AVE
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL PAVEMENT PRIOR TO PLACEMENT. 4° FONTANA
(909) 350-7610.
�x
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL ! �`_=®®®®_®_®� ________ , i 1
a __________ ______ -______ _- _-___-___- ____ _®-- I
41
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON I. - "' " " "' LL " "' AvEM
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA ! A- _ _ _ - _ _____ _
COMPLETION OF PAVING.
MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 32. `
32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE > ,_ _____ _____ ---------- ____ ______ _____. _____ ______ _____ ______--------
ALL
___®_
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
7. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ®� i i VICINITY I
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
I ® �® N.T.S.
I �
TIMES. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO �: I � a
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION TO THE CITY ENGINEER. i r „�.. °�-
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM
""' - - 3/4:1 SLOPE OR GREATER
THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. B C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. 1 I OR ADEQUATE SHORING
34. VALUES FOR A
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED T Y �,. 1000
� �-.
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) PER NOTE 5 ON SHEET 3. ( :• •�' �,,, ..� �` I 90% COMPACTED NATIVE
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE 7 8 9 10 11 12 18 14 15 16 17 18' �°` �"' I I (� BACKFILL 3" MAX. SIZE
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS .�' ,� :• II I
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. "
r > �°° ..-. 6 MIN.
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN 6 - ,� o i ` ,®"- • ' S5 54I 8" MAX.
THE POTENTIAL EXISTS FOR GROUND MOVEMENT. CITY OF FO tIT M NOTOCAT10N LIST - o o �°
A' _ w _ ✓ o ,s 56 (il
� � - 0 53 ' I `•�
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC CITY OF FONTANA S.B.C. INC.
RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT ATTN: CARLOS NAVARRO ATTN: JANE BLASINGHAM 5
,: ✓ �` % I GRANULAR BEDDING FROM SELECTED
PURPOSE 8353 SIERRA AVENUE 3939 E CORONADO STREET I / / _ I "
FONTANA, CA 92335 ANAHEIM, CA 92807 TRENCH SIDE MATERIAL (1 MAX. SIZE)
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM (909) 350-6632 (714) 666-5500 a 4 52 I jam, 4 I
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF 25 24 23 22 21 20 19:yam a _
a au;. ,� �. ;� N W
THE CONTRACTOR TO DETERMINE IN THE FIELD THE TRUE LOCATION AND SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT i I (/�{ //�[ / / GRANULAR BEDDING FROM SELECTED � �� �- z
THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER ATTN: DENNIS FREEMAN (800 227-2600 � � 51 � � TRENCH SIDE MATERIAL FOR PIPE 10
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL 1981 W. LUGONIA AVENUE ' 3 �° / /'
® / / ,�.;' 57 58 59 60 61 ° I a OR GREATER IN DEPTH USE 1/2�p $ e *;, w2
CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO REDLANDS, CA 92374 COMCAST ( CABLE TY) I I / ,. I 0 ® CRUSHED STONE BEDDING -
a
WORKING DAYS BEFORE EXCAVATION. (909) 335-7547 ATTN: JACK HAYES �� / // �° e
/ `2 I 50 11
EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. 2 � /
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY ONTARIO, CA 91761 26 27 28 29 30
SO. CALIF. EDISON COMPANY 909 390 4738 T
COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, ( ) LATERAL E I, .,,.°.:,''� � o J
300 N. PEPPER AVENUE / �' 49 STORM DRAIN J J
CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, j .`° / I I w w
RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALIRANS. RIALTO, CA 92376 » » I .�=';� /j/ �•� 68 67 66 65 64 63 62 I I
mm
ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE 909 875-5100 - TRANSMI820-5598 - SSION OUND LIE; .r 11 I 0.6'D'
PRIOR TO WORK AROUND THEIR FACILITIES. I -
213 637-1233 -PIPELINES 48
NOTES:
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR 909 357-6505 - DISTRIBUTION I s - s -° -
800 422-4133 ,� �. w - w 1. TRENCH WIDTH SHALL BE CONTROLLED NOTE:
WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. � - -
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY „ „ �_ ;: ''� - s - s =`- w - s--- s - I I TO TOP OF PIPE ZONE COMPACTION SHALL BE 90% IN ALL ZONES
FOR VALVE OPERATION AND WATER REQUIREMENTS. CRAWFORD CANYON MUTUAL WATER CO. LATERAL C .::_- "` "' _2. 1RENCH DEPTHS OF GREATER THAN 5' UNLESS OTHERWISE SPECIFIED. TRENCH REQUIREMENTS Q ATTN: BASIL J. FABROO ¢ 31 ,�'� j - - I I SHALL HAVE ADEQUATE SHORING SHALL CONFORM TO CAL -OSHA REQUIREMENTS
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT (909) 463-9580 34 33 32 �'
WHERE OTHERWISE NOTED. LATERAL '� � �; I "'�yx�I I 3. CLASS If AGGREGATE BASE ALL TRENCHES
=`' �•'° (I I LESS THAN 100 FEET IN LENGTH
VERIZON » » .; 35 3b 37 38 39 40 41 42 43 44 45 46 47 II
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ATTN: STEVE HOCK
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO 1400 E PHILIPS BLVD. `' "� '�
.p--- ... I I T BCH DET
THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ONTARIO, CA 91766 _ Y
ILPRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING (800) 422-4133 N.T.S.
DURING CONSTRUCTION.
FONTANA WATER COMPANY
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, ATTN:8440 MICHAEL J. McGRAW I I i t II i I I
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE FO 0 NUECO AVENUE
CITY ENGINEER. FONTANA CA 92235
(909) 822-2201 I i II I I I 6" TYP
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING FAX: (909) 823-5046 I ( I i I I , i i =
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE I I I .I I • ` I I I W
I E I
BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. I _ _ --- III a a.. .. I_
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS d
R -) I I .es ° - 4 REBAR LONGIT.
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY I I III i a ° #
THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO 4 REQD
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE I ° ( )
MONUMENT.
fl SSIp
PONVATE GI IS NOT[CE TO CO CTO • Qe�� 1. r;✓� � INDEX "- 4 TIE BAR I= .
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS �? SCALE. 1 -100 # - VA a
AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES, CONSM ® T 24" O.C. _ _
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. , °
I�� 337
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
AND EMERGENCY VEHICLES. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE Fitt, P� �J THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR " .:
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE r J�k OWN QUANTITIES AND BID A COMPLETE JOB. 3 CLR. = I ° , a A.
MEANS OF DU19. THE ST CONTROL,CTORS ALL PROVIDE AND MAJNTAIN AN INCLUD NG ADEQUATE WATERING, ATCTIVE ALL TIMES. LIES NOT ON RECORDES TO OR NOT PROTECT HOWN ON THESE PLLANS SHOWN AND ANY OTHER `` � � @I -INSTALL 36" RCP (1350-D) 161 LF. NP'I-
L G S LE AVL) AZOu�s , IVC • " _
II;
21 INSTALL 18 RCP (1350-D) 31 L.F.
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED I�Sr Am GTM• DA SU r& loo, 06/T voi CA.. ql?&I - ° ° °
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME DIRECTION OF FLOW A' 7 22 REMOVE EXIST. 18" CMP AND CMP RISER 72 LF
ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE E ORD DRAWI 1 �I �i
WRITTEN APPROVAL.
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS MD o STREET LIGHT @-CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2 1 EA.
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND THESP RtWHD DRAWINGS HAVE BEEN PREPARED, IN 24 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 332-1 2 EA. CONCRETE EN SU M, DETAIL
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER A PART, ON THE BASIS OF INFORMATION COMPILED AND
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY N.T.S.
i UEiNI,�Ii IB BY ETHERS. THE ENGINEER WILL NOT HI 25 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN 340-1 1 EA.
OF THE CITY INSPECTOR. AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF RESPONSII:�E �R ANY EFtFlOFis OR oMISS10Ns WHICH "
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE HAVE BF?'N I"WRPORATED INTO THE DOCUMENTS AS (USE STANDARD TO JOIN EX. 36 TO NEW 24-, NO LATERAL CONNECTOR) NOTE: GTH OF PSE TO BE ENCASED
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. OF THE DESIGN PROFESSIONAL. A RESULT THER��'OF, 0 --CONSTRUCT CONCRETE ENCASEMENT PER DETAIL HEREON 12 LF. IS SHO' ,i19 ON THE PLAN*S.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING
OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS EWA UTHO GES US 27 SAWCUT, REMOVE & REPLACE PAVEMENT PER CITY OF FONTANA STD DETAIL 131 320 SF
OBTAINED. 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 �S�S ®� GSA @--RELOCATE EXISTING 12" WATERLINE AS NECESSARY, PROVIDE 1' MIN. 20 L.F.
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CLEARANCE AT CROSSING. SEE DETAIL ON SHEET 3
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST @-INSTALL 24" RCP (1350-D) 81 LF.
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE LINE OF THE WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH,
SWALES ENTERING OR LEAVING IMPROVEMENTS. RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST @-REMOVE PORTION OF EXISTING STORM DRAIN, LENGTH AS SHOWN ON PLAN 2 L.F.
AS SHOWN ON TRACT NO. 16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS
OF THE COUNTY OF SAN BERNARDINO.
DATE CITY DATE
}N Prepared By:
p SHOL.D CONSTRUCTION 0 REi,� CITY O �O T , C LIFO I
O r a0N ® ON
330 NOT CO 1ENCE PREPARED FOR: .. ALLARD ENGINEERING �OQRQFSSNq�gl
AN
C= T O S OF THE DATE OF APPROVAL KB HOME CALTRANS BENCHMARK N0. 8-17 � Civil Engineering - Land Surveying - Land Planning �OP, �F LLG O VE II COMMUNITY L
SHO ON AND FOLRTN A BRASS CAP IN CONCRETE S.C.E. TOWER LEG. % DRAWN BY: 1'® j SCALE:
801 CORPORATE CENTER DRIVE 343 N/0 HIGHLAND AVENUE 0.2 ML W/0 8253 Sierra Avenue m
a Aow'!"%. " 7 101A
No. 43976 m AE AS NOTED
DIAL TWO WORKING DILIGENT THE CITY EVSHYM MAY SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE � Fontana, Calgarnia 92335 � Exp. 6/30/05 � DESIGNED BY: a O� T PLANS DATE:
BEFORE DAYS BEFORE REQ07115 REMSIONS TO THE PLANS TO OF S.C.E. TOWER 19.5, 2.65 MI. W. ALONG (909) 356-1815 Fax (909) 356-1795
POMONA, CA 91768-5641 s� AE T , CT 1 AUGUST, 2003
YOU DIG YOU DIG HIGHLAND AVENUE FROM SIERRA AVENUE
MING THEM INTO CONFIMMANCE VffM (909) 802-11549rF Cl V i L O��` CHECKED RO D BY: DRAWING NO.:
•.FAX 1
TOLL FREE 1-800-227-2600 CO3�i,'i�j®rWS Aj�jD $1' IN EFFECT' 909 ( ) 802-1111David S. Hammer, A.C.E. 43976 Date CAL �_
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATjOP: - 1428.6090 (expires 6/30/2005) DSH C
CITY ENGINEER R.C.E. 51152
Filename: M: DWG 19201 STORM DRAIN SD-t.dwq