HomeMy WebLinkAbout3842-1GENERAL 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 RF-FERENCE 5PECIFICATION5 AND 5TANDARD5 5HALL BE THE LATE5T EDITION UNLF-55
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 TO 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
'"ro 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
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 1-0 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 BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER,
17 REMOVAL AND REPLACEMENT' OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCH MARKS, 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 CONTRACTOR 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 DEPOS,ITED
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 vORM DRAIN PIPE IS 1350.
35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST x
BE INCREASED 'TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE REINFORCING
WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND, THE CONCRETE DESIGN
P
STRENGTH IN THESE REACHES SHALL BE FC=5000 PSI FOR VELOCITIES EXCEEDING
20 FEET PER SECOND AND FC=6000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. —nTA I
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-CONSTRUCTION NOTES AND QUANTITY ESTIMATES
DESCRIPTION QUANTITIES
(2 —CONST, '10'x 9' CAST--IN-----PLACE REINFORCED 2440 LF
CONCRETE SINGLE BOX PER DETAILS ON SHT, 8 -6-+r� L F
1 'I'x 8.5' CAST— IN -PI -ACE REINFORCED
CONCRETE SINGLE BOX PER DETAILS (-,)N SHT. 8 0 LF
7 ----C,0NST. MANHOLE--CONCREJE BOX STORM DRAIN P ER A,P,W.A. STD. 323--l- -5 E A
SEE DETAIL ON SHT, 6
(9) ------- - - --------- - --- C'ONST, JUNCTION STRUC]-URE--- PIPE TO RCB, PER A.P.W.A, STD, 334---1 6, EA
SEE DETAIL ON SHT. 6
. ...... -..--.-- CON ST, FRANSITION STRUCTURE-SINGI-E RCB T(D SINGLE' RCB PEI-
A.P.W.A, STD. 341-1. SEE DETAIL ON SHT, 8 ------- - ----- 0 L.F
(173�--CONST. PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD
CONTROL DISTRICT STD, S,P. 176A. SEE DETAIL. ON SI -IT, 7 - ------- -------- 5 EA
CONS T, 24" R.C.P. D LOAD PER PI -AN. a4ro i..F
30" R,C.P. D LOAD PER PLAN. -- - -----
(�P)—CONST. BLANKE-l" PROTECTION PER A , P W.A. STD. 225--1 . ..... ..... --- ------------------- I EA
SEE DETAIL ON SHT, 7
(�?)—CONST, 4.8" R,C,P, D ----[.-(.-,)AD PER - -- - ------- ------ 80 LF
CONTRACTOR SHALL PROTECT AND SUPPORT
EXIST. IMPROVEMENTS PER DWG
PROPOSED IMPROVEMENTS NO. 2682
N�Ll NO. 3785 S�LY
EXIS R/W C/L EXIS R/W
10' 1 36, 1 34' 1 21p
1 - 5 1 17' -STAGING AREA-�
8g E5$ VAR� 5'
PROP.
RCB
21
-0 ,2 ---- i"'
MAINTAIN K-RAIL/FENCE
BARRIER (H=6' MIN,)
WHEN ADJACENT LANES
OPEN TO TRAFFIC
EX CONC.
SIDLLK
EXIST. CONC,
CURB & GUTTER
EXIST. 17"- 25"
WATER
BACKFILL WITH NATIVE
----CONSTRUCF LOCAL DEPRESSION PER A.P.W.A. STD, PLAN 313--1
MATERIAL NOT TO EXCEED 6"
CASE "E", SEE DETAIL ON SHEET 7, 4. EA 14 ------- 28 - ---------- 4 ------ IN DIAMETER PER GREEN BOOK
(34)—SAWCUT AND REMOVE EXIST', AC.' PAVEMENF. 980 SF SECTIONS 300-3.5.1 &
B TR E N C H r-"' ETA I L '300-7.4
SAW C Ul" AND REMOVE EXIST. CURB AND GUTTER u
. .... . - 90 LF RCB OVER 1'
(��---REPAIR TRENCH PER CITY STD, DWG, NO, 131. SCARIFIED NATIVE SUMMIT AVENUE
200 LF MATERIAL TYPICAL SECTION
SHEE T INDEX
SHEET � DESCRIPTION � vo�ll
1
CONST. PIPE CLOS�.,JRE TYPE "A" PER SAN BERNARDiNO COUNTY Fl. --O10[-)
8
PROP.CONC.
CURB & GUTTER
(909)
CONTROI.- DISTRICT STID, S,P, '176. SEE DETAIL. ON SHT, 6
"1 EA
2
OF
8
SUMMIT AVE, STA.
PROTECT EXISTING CONCRETE- ENCASED
616+00. 00
CURB OPENING CATCH BASIN PER A.P.W.A,
J
TELEPHONE/FIBER-OTPIC LINE IN PLACE
8
STD. P1 AN 300--2, SEE DETAIL ON SHEET 7,
4 EA
(SEE PLAN FOR LOCATION) PROP. SEWER
(��--------CONSTRUCT
CONCRETE COLLAR PER A,P,W.A. STD,
OF
PER DWG.
NO. 3786
SUMMIT AVE. STA.
P I A N 38 n - 3 '-, F F F) F-1- A I i n Ni 'z, H F FT 7
5 EA
PROTECT -IN- PLACE
1 - 5 1 17' -STAGING AREA-�
8g E5$ VAR� 5'
PROP.
RCB
21
-0 ,2 ---- i"'
MAINTAIN K-RAIL/FENCE
BARRIER (H=6' MIN,)
WHEN ADJACENT LANES
OPEN TO TRAFFIC
EX CONC.
SIDLLK
EXIST. CONC,
CURB & GUTTER
EXIST. 17"- 25"
WATER
BACKFILL WITH NATIVE
----CONSTRUCF LOCAL DEPRESSION PER A.P.W.A. STD, PLAN 313--1
MATERIAL NOT TO EXCEED 6"
CASE "E", SEE DETAIL ON SHEET 7, 4. EA 14 ------- 28 - ---------- 4 ------ IN DIAMETER PER GREEN BOOK
(34)—SAWCUT AND REMOVE EXIST', AC.' PAVEMENF. 980 SF SECTIONS 300-3.5.1 &
B TR E N C H r-"' ETA I L '300-7.4
SAW C Ul" AND REMOVE EXIST. CURB AND GUTTER u
. .... . - 90 LF RCB OVER 1'
(��---REPAIR TRENCH PER CITY STD, DWG, NO, 131. SCARIFIED NATIVE SUMMIT AVENUE
200 LF MATERIAL TYPICAL SECTION
SHEE T INDEX
SHEET � DESCRIPTION � vo�ll
1
OF
8
TITLE SHEET
(909)
820-5598 UNDERGROUND
J842
2
OF
8
SUMMIT AVE, STA.
608+00.00 TO STA.
616+00. 00
3 842
J
OF
8
SUMMIT AVE. STA.
616+00.00 7-0 STA.
627+00.00
J842
4
OF
8
SUMMIT AVE. STA.
627+00.00 TO STA.
6,52+40.00
J842
5
OF
8
LATERALS 'Y" THRU "S" & "16695-"
Y)0ppyAD"&ppC)p
J842
6
OF
8
-DETAIL SHEET
ATTN:
RAY ALLARD
J842
7
OF
8
-8
DETA IL SHEET'
WATER
TO CAL -OSHA REQUIREMENTS.
J842
8
OT
I:R.
C. BOX DETA'IL
SHEET
TELEPHONE
LJY�8 4 2
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS-,
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY I-INES SHOWN ON THESE DRAWINGS. THE
CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE
UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH
THE PERFORMANCE,OF WORK ON THIS PROJECT, EXCEPTING -FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL. REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
I M. U 0 -r u V. u u I v I'D I /A. j -t4j-U.UU
HORIZ: 1 20'
VERT: 1 10, . ... ..
F0 FUN� S
CITY OF FONTANA UTILITY NOTIFICATION LIST
PESPONSIF)LE F'OR ANY Ef,`lfr`1083 OR op�,ii(,
,Nll , , i�,,i,� 1,
r' Documm"r,3
CITY OF FONTANA SO. CALIFORNIA EDISON COMPANY HAVE BEEN INCORPORATED IN -r
A RESULT THEREOR
ATTN: BRIAN WREN ATTN: JAIME AMESZCUA
8353 SIERRA AVENUE (909) 357-6581
FONTANA, CA 92335 7951 REDWOOD AVENUE
VICINITY MAP,
NTS
\ NN
NN
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MATERIAL (1 " MAX. SIZE).
imr. r.,PnKA qFl FrTFn
TRENCH SIQE MATERIAL FOR PIPE
10' OR 07REATER IN DEPTH USE
1/2 COUSHED STONE BEDDING.
TRENCH DETAIL
NOT TO SCALE
(909) 5 -6632
FONTANA, CA. 92335
NOTES;
TOP OF CURB
(909)
820-5598 UNDERGROUND
1 .
TRENCH WIDTH SHALL BE CONTROLLED
SO. CALIFORNIA GAS COMPANY
(909)
820-5137 TRANSMISSIONS
MANHOLE
TO TOP OF PIPE ZONE.
ATTN. JOE SOLIS
(213)
637-1233 PIPELINES
2.
TRENCH DEPTHS OF GREATER THAN 5'
16231 VALLEY BLVD.
(909)
357-6589 DISTRIBUTION
WATER
SHALL HAVE ADEQUATE SHORING.
FONTANA, CA. 92335
(800)
227-2600
3.
CLASS 11 AGG.BASE ALI- TRENCHES
(909) 335-3928
PROPOSED
L. F.
LINEAR FEEI
LESS THAN 100' IN LENGTH.
EMERGENCIES: (800) 427-2200
CRAWFORD CANYON MUTUAL WATER CO.
4.
COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
CUBIC FEET PER SECOND
ATTN:
RAY ALLARD
TRENCH STABILITY SHALL CONFORM
FONTANA WATER COMPANY
RIGHT-OF-WAY
WATER
TO CAL -OSHA REQUIREMENTS.
ATTN: AL KROHN
(909)
356-1815
5.
EXISTING PAVEMENT DAMAGED DURING
TELEPHONE
EASEMENT
CONSTRUCTION SHALL BE REPAIRED TO MATCH
844-0 NUEVO AVENUE
EXISTING CONDITION, PER CITY DWG. 2682
FONTANA, CA 92335
UNDERGROUND SERVICE ALERT
AND PER TYPICAL SAWCUT DETAIL HEREON.
m
TYPICAL SAWCUT DETAIL -
.LEGEND
TC
TOP OF CURB
FL
FLOW LINE (GUTTER)
INV
INVERT ELEVATION
STA
STATION
MH
MANHOLE
C13
CATC H BAS I N
R/W
RIGHT---OF-WAY
CL
CENTERLINE
SD
STORM DRAIN
WAT
WATER
SEW
SEWER
RCP
REINFORCED CONCRETE PIPE
VCP
VITRIFIED CLAY PIPE
PROP.
PROPOSED
L. F.
LINEAR FEEI
LAT.
LATERAL
RCB
REINFORCED CONCRETE BOX
cfs
CUBIC FEET PER SECOND
fps
FEET PER SECOND
CENTERLINE
RIGHT-OF-WAY
WATER
SEWER
ELECTRIC
GAS
TELEPHONE
EASEMENT
EOP
EDGE OF PAVEMENT
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