HomeMy WebLinkAbout1505x
NOTICE TO CONTRACTORS
tlk-l-AR Construction contractor ogrees thot in CaForria Caxra
n r II cce tedINK
FOOTHILL BLVD. ROUTE 66 0 1 10K-1 e with ge e a y o P rr
PPAS,accordant Engn¢
construction practices, construction &0-161 kAwywcontractorwillberequiredtoassumesole
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L A and complete responsibility for job site conditions during the1Zcourseofconstructionoftheproject, including safety of all
7'persons and property, that this requirement shalt be mode to
ARROW ROUTE <apply continuously and not be limited to normal working
hours, and construction contractor further agrees to defend,
indemnify and hold design professional harmless from any
and oil liobility, real or alleged, in connection with e
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performance of work on this project, excepting liability
orising from the sole negligence of design professional.
S.C.R.R.A.
All contractor and subcontractors performing work shown on
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or related to these plans shall conduct their operations so
SITE x that employees ore provided a safe place to work and the
ted. All contractors
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wpublic
is
ith the "Occupot
onoln Sofetsubcontractors
ano
d Heolth
r Regulations" of the U.S. Deportment of Labor and with the
6th STREET
y _
State of California Deportment of Industrial Relations
0 N.T.S. 6). . . . . . .n, . . . . . .9 construction Safety Orders". The Civil Engineer shall not be
RASE- 'I . 'd responsible in any way for the contractor or subcontractors0 , , . . , 1 .compliance with said regulations and orders.
PRIVATE ENGINEER'S NOT( ES TO CONTRACTORS
The existence and approximate location of any underground
utilities or structures shown on these plans ore obtained by a
seorch of ovoiloble records. To the best of our knowledge,
there are no existing utilities or structures except as shown
S?1F on these plans. The engineer assumes no liability as to the
exoct locotion of soid lines nor for utilities or irrigotion lines
whose locutions ore not shown. The contractor sholl be
SEWER SYSTEM GENERAL NOT.S responsible for notifying oil utility and irrigotion companies
W prior to work on excovotion to determine exact location of off
C;0Dlines affecting this work, whether or not shown heron, and
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO z z for any damage or protection of these lines.
CI ICAMONGA STANDARDS, THE CUCAMONGA COUNTY WATER DISTRICT STANDARDS AND
SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS w The contractor shall call in o locotion request to
CONSTRUCTION 1991 ED. WITH '92 AND '93 SUPPLEMENTS. CONTRACTOR SHALL BE Y Underground Service Alert (U.S.A.) Phone 1-800-422-•4133
FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS J two (2) working dogs prior to digging. No construction
AND SPECIFICATIONS. permit issued by Public Works Department shall be valid
involving underground facilities unless the applicant hos on
2. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF 'AS-BUILT" DRAWINGS TO inquiry identification number issued by U.S.A.
THE CUCAMONGA COUNTY WATER DISTRICT.J',y 7th Thi T N.T.S.
FF
3. ALL SEWER LINES SHALL BE V.C.P. (VITRIFIED CLAY PIPE) AND SHALL CONFORM TO 1A
THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. N0. 3
4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING
FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER
OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ASH E E T I N D E X MAP
N.T.S.
5. A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA ROAD
DEPARTMENT PRIOR TO ANY CONSTRUCTION WITHIN STREET RIGHT OF WAY.
6. CONTRACTOR SHALL HAVE THE ENGINEER VERIFY MANHOLE ELEVATIONS PRIOR TO
PAVEMENT OF $TREETS TO ALLOW FOR CHANGES IN CONSTRUCTION OF THE MANHOLE,
IF NECESSARY.
7. ANY CHANGES RESULTING IN A CHANGE OF MANHOLE DEPTH OR CHANGES CONCERNING
SEWER CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA COUNTY WATER
DISTRICT. 3/4, 1 SLOPE
OR GREATER
8. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVESEWER CONSTRUCTION NOTES QUANTITIES OR
MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT. ADEQUATE SHORING
9. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER O1 CONSTRUCT 8" V.C.P. SEWERLINE (EXTRA STRENGTH) - -- - ---- 868 L.F.
DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR THE INSTALLATION OF THE 84 L F COMPACTED
PROPOSED SEWER SYSTEM.O CONSTRUCT 6" V.C.P. SEWERLINE (EXTRA STRENGTH BACKFILL
10. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES SHALL CONFORM TO O3 CONSTRUCT SEWER MANHOLE C.C.W.D. STD. DWG. NO, 18---- -- - 4 E A .
GRANULAR BEDDINGTHESTATEOFCALIFORNIAENVIRONMENTALHEALTHCODE, TITLE 22, SECTION
V INSTALL 6" Y.C.P. WATER TIGHT PLUG - - - - - - - - - - - - ---- I EA. FROM SELECTED TRENCH
64630-C. SIDE MATERIAL.
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11. CONTRACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT AT LEAST 48
ENCASE SEWER LATERAL PER C C.W D. STD. DWG.NO. 23 - - 70 L. F.
HOURS PRIOR TO START OF CONSTRUCTION.
6" MIN.
12. APPROVAL OF THIS PLAN BY THE CUCAMONGA COUNTY WATER DISTRICT AND THE CITY o
N=
81JMAX:
OF RANCHO CUCAMONGA DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY
OR THE EXISTENCE OF ANY UNDERGROUND FACILITY.
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13. ESTIMATE OF QUANTILES PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE m I
OF THE CITY THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF o Co z
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OR WORK rn FCr, C:
REQUIRED BY THESE PLANS THAT IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF
QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
14. SEWER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING SEWER OR WATER MAIN 0.6'D`
MANHOLE CHANNEL GUARDS IN ALL SEWER SYSTEMS AS DIRECTED BY THE
STRICT. GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL
TYPICAL TRENCH SECTION
N.T.S.
l
s IN INC, APPROVED. i/-' SI N ) Y RAW<4i Y CHECKED BY6ENGF, I A,RK F'C.A oS FIRE AREC? UNDER SUf EkVIS10t I Of L.0 KING, C DAIL AFF ROVE[ ___._.i` 4". 1 w DE_ G EC B C E3 DRAWING No.
0T1ARIO,
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CAS917SUITE
1008
U AMONGA COUNTY WATER DISTRICT 4 - s i
909) 988- 5492 BY
NGINEERING SUPPERVI 4R c.P.c. C. c c.w.D. RANCHO CUCAMONGA METROLINKDOUGLASH. MAYS
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CUCAMONCA COUNTY WATER DIsTWT SCALE WORK ORDER No.
STATION PHASE I 3
R.GE. 21062 ENGINEERING DEPARTMENT
DATE R.C.E. VXP. 9-30. 97 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 AS SHOWN SEWER PLAN IMPROVEMENTS SH T. I OF 3
REVDESCRIPTION DATE APP'D 7- 1
ra,•.,
ie QE PROJECT SHEET NO. 2s OF 81D / 3`-39
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I a S e SEWER CONSTRUCTION NOTES
Y ! gp`w'4' Q ok h ti O CONSTRUCT 8' V.C.P. SEWERLINE (EXTRA STRENGTH)
ao h : Ro o O CONSTRUCT 60 V.C.P. DEEP CUT SEWER LATERAL PER STD. DWG. NO.16 (EXTRA STRENGTH).
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3 CONSTRUCT SEWER MANHOLE C.C.W.D. STD. DWG. NO. 18Who
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4 INSTALL 6' V.C.P. WATER TIGHT PLUG
o h O ENCASE SEWER LATERAL PER C•C.W.D. STD. DWG. NO. 23
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EX. 40 M.W.D. EASEMENT ANAHEIM PLACE
SCALE. 1" 4W
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COW TOIL FREE
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422-4133
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BENCH MARK PLANS PREPARED UNDER SUPERVISION OX L.D. KING, INC. DATE APPROVED DESIGNED BY DRAWN BY CHECKED BYLr)lcinG ONTARIO, CA 91764 ITE 1008 DRAWING No.
909) 988-5492 eY U AMONGA CouNTY WATER DISTRICT
E EERING PERVIsOR C.P.C.C.C.P. C.C.W.D.
10
DOUGLAS ra., MAYS SCALE WORK ORDER No.
SEWER IMPROVEMENT _PLANS - FOR. - -
CucAMONca
ENGINEERING
aCOUNTY DISTRICT ANAHEIM PLACE CD_ 130
R.C.E. 21062 46441 SAN BERNARDINO ROAD. CUCAMONGA, CA. 91730REV. DESCRIPTION DATE APP'D DATE R.C.E. EXP.9-30-97
987-2591 AS SHOWN STA. 30+35-00 TO STA. 36+85. 18 SHT• 2 OF 3
CLIENT Cl'V OF RANCHO CUCAMONGA
LDK JOB / 135_B9 PROJECT SHEET NO. 27 O F 81
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NOTICE TO CONTRACTORS
Construction controctor agrees that in CaForrtio Cain
FOOTHILL BLVD. ROUTE 66) CUCAMONGA ETImIOLINK STATION PHASE .accordance with generally accepted ¢
a
construction practices, construction
41 contractor will be required to assume sole
D and complete responsibility for job site conditions during thez
course of construction of the project, including safety-of offZWATERNIMPROVEMENTS
Q persons and property, that this requirement shall be mode to
a apply continuously and not be limited to normal workingARROWROUTEhours, and construction contractor further agrees to defend.
W indemnify and hold design professional hormless from any
and off liability, real or alleged, in connection with thez
performance of work on this project, excepting liabilityWarisingfromthesolenegligenceofdesignprofessional.
S.C.R.R.A.
All contractor and subcontractors performing work shown on
z
V_J
or related to these plans shall conduct their operations so
UJIi that employees ore provided o safe place to work and theQSITEY
J
J
public is protected. All contractors and subcontractors shall
LU comply with the "Occupotionol Safety and Health
Regulations" of the U.S. Deportment of Labor and with the
6th STREET UJ State of California Department of Industrial Relations
N.T.S. Q, , , , , , ,D, , , , , , ,9 construction Safety Orders". The Civil Engineer shall not be
responsible in any way for the contractor or subcontractors
a• -PHA-SE' •I' "d compliance with said regulations and orders.
VICINITY MAP a. . . . . . . • • •d
PRIVATE ENGINEER'S NOTICES TO CONTRACTORS
The existence and approximate location of any underground
utilities or structures shown on these plans ore obtained by a
search of available records. To the best of our knowledge.
titiFc•)K there ore no existing utilities or structures except as shown
on these plans. The engineer assumes no liability as to the
exact location of said lines nor for utilities or irrigotion lines
whose locations ore not shown. The contractor shall be
NO. 2 responsible for notifying all utility and irrigotion companiesWATERSYSTEMGENERALNOTESWpriortoworkonexcavationtodetermineexactlocationofoil
O lines affecting this work, whether or not shown heron, and
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO z Q for any damage or protection of these lines.
CUCAMONGA STANDARDS, THE CUCAMONGA COUNTY WATER DISTRICT STANDARDS AND a
SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION 1991 ED. WITH '92 AND '93 SUPPLEMENTS. CONTRACTOR SHALL BE
W
W The contractor shall call in a location request to
FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS
W Y Underground Service Alert (U.S.A.) Phone 1-800-422-4133
two (2) working days prior to digging. No construction
AND SPECIFICATIONS. permit issued by Public Works Department shall be valid
involving underground facilities unless the applicant has on
2. ALL WATER MAINS SHALL BE INSTALLED WITH 36` MINIMUM COVER.
7th TN.T.S. inquiry identification number issued by U.S.A.R T
3. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS SYSTEM IS 65 F
P.S.I. 75 P.S.I., RESPECTIVELY.NO. 4
4. FIRE HYDRANT LOCATIONS SHALL CONFORM TO STANDARD DRAWINGS OF THE RANCHO
CUCAMONGA FIRE PROTECTION DISTRICT STANDARDS AND SPECIFICATIONS.
5. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER COMPLETION SHEET INDEX MAPOFPAVING.
N.T.S.
6. ALL 6" WATER LINES SHALL BE 12 GAGE; ALL 8", 10% 12" AND 16" WATER LINES
SHALL BE 10 GAGE STEEL, CEMENT MORTAR LINED AND WRAPPED ACCORDING TO
A.W.W.A. SPECIFICATION C203-86, C205-85.
7. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVE
MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT.
8. CONTRACTOR IS RESPQNSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER
DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT INSTALLATION OF
THE PROROSED WATER SYSTEM.3/431 SLOPE
OR GREATER
9. WATER METER SIZES TO BE 2" (DOM.) 2" (LDSCPE.).WATER CONSTRUCTION NOTES QUANTITIES OR
ADEQUATE SHORING
10, SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES SHALL CONFORM TO
THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION O CONSTRUCT 8` CMLdtVIf WATERLINE 9O L.F.
O
OMPACTED
64630—C.CONSTRUCT 10" CMLdcW WATERLINE 1484 L.F.
C
BACKFILL
11. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINE, TESTING AND OCONSTRUCT 16" CML&W WATERLINE 304 L.F.
STERILIZATION SHALL BE PERFORMED TO COMPLY WITH THE PROVISIONS IN SECTION GRANULAR BEDDING
5 OF CUCAMONGA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS. O CONSTRUCT 16" WELD CAP. I EA. FROM SELECTED TRENCH ` t
SIDE MATERIAL.
12. ANY CONTRACTOR PERFORMING WORK ON ANY PROJECT SHALL FAMILIARIZE HIMSELF OS INSTALL FIRE HYDRANT PER C.C.W.D. STD. DWG. NO. 3 7 EA.
WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING
FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER O6 INSTALL 10" GATE VALVE WITH BY PER C C w D STD DWG. NO 5 = 2 EA.
6" MIN.OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. O INSTALL 16` GATE VALVE WITH BY- PASS PER C C W D STD DWG NO 5 -2 EA.
VN=
8"MAX..
13. A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA ROAD O INSTALL BLOW OFF ASSEMBLY PER C.C.W.D. STD. DWG. NO. 6 2 EA. rn
DEPARTMENT PRIOR TO ANY CONSTRUCTION WITHIN STREET RIGHT--OF—WAY,O INSTALL FIRE DETECTOR CHECK VALVE PER C.C.W.D. STD. DWG. NO.8 (8) al EA. o S
14. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF 'AS—BUILT" DRAWINGS TO 10
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THE CUCAMONGA COUNTY WATER DISTRICT.
mINSTALLPIPEREDUCER (10TO 8 ) 2 EA.s
I I INSTALL 8" GATE VALVE PER CC W D. STD. DWG. N0. 4 (8")s I EA.
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15. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING CONSTRUCTION SHALL 12 INSTALL 10"- 450 WELD ELBOW. z5 EA.
BE REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT AND THE CITY OF RANCHO
CUCAMONGA.13 TACK WELD ALL JOINTS 80' FROM END OF LINE AND FROM ALL SEWER OR WATER MAIN 0.6b!
16. CONTRACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT AT LEAST 48
ANGLE POINTS PER STD DWG. NO.9 GRANULAR BEDDING FROM SELECTED
HOURS PRIOR TO START OF CONSTRUCTION. I4 INSTALL BLOWOFF PER. C.C.W.D. STD. DWG. NO. 6B 1 EA.
TRENCH SLOE MATERIAL
17. APPROVAL OF THIS PLAN BY THE CUCAMONGA COUNTY WATER DISTRICT DOES NOT 15 INSTALL 2" DOMESTIC METER SERVICE PER STD. DWG. 2A el EA.
CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE EXISTENCE OF ANY
UNDERGROUND FACILITY. 16 INSTALL 2" LANDSCAPE METERED SERVICE PER STD. DWG. 2A 1 EA .
18. ALL METERED SERVICES SHALL HAVE AN APPROVED REDUCED PRESSURE PRINCIPLE 17 INSTALL 8"- 45° WELD ELBOW 2 EA. TYPICAL TRENCH SECTION
ASSEMBLY INSTALLED AS THE MINIMUM BACKFLOW PROTECTION REQUIREMENT.N.T.S.
19. THE WATERLINE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DISTRICT
FURNISHED METER BOXES.
20. CONTRACTOR SHALL INSTALL FIRE HYDRANT ASSEMBLIES AFTER INSTALLATION OF
ADJACENT HARDSCAPE (I.E., CURB) IF FIRE HYDRANT ASSEMBLIES ARE INSTALLED WATER REMOVAL NOTES
BEFORE ADJACENT HARDSCAPE CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE
FOR ADJUSTING HYDRANTS TO GRADE, BOTH VERTICAL AND HORIZONTAL IF REQUIRED
AT NO EXTRA COST. REMOVE 16" BLIND FLANGE I EA.
c e, 0
21. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
f O REMOVE 4" GLOW OFF ASSEMBLY I EA.
s
FIRE PROTECTION SYSTEM APPROVED
CONVENIENCE OF THE CITY . THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION a
OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OR WORK DATE
REQUIRED BY THESE PLANS THAT IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF
QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WPRK.cti
s
1SDS_RANCHO CUCAM2N2A FIRE DISTRICT
BUNCH MARK PLANS PREPARED UNDER SUPERVISION OF 7 L.D KINGS INC. DATE APPROVED 1 _ i i DESIGNED BY DRAWN BY CHECKED BY Y DRAWING NO.
v ONTARIO, °A59176' 100B
U AMONG A COUNTY WATERDSTRICT 9 4
909) 988-5492 BY
E VEERING PPERVIs c.P.c, C. c.c.w.D.
RANCHO CUCAMONGA METROLINK
DOUGLAS H. MAYS CUCAIrCMA COUNTY WATER DsTRICT SCALE WORK ORDER No. CD - 1160
ENGINEERING DEPARTMENT STATION PHASE I
R.C.E.21062 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730
REV. DESCRIPTION DATE APP'D DATE R.C.E. AXP. 9-30-97 7_ 1 As SHOWN WATER PLAN IMPROVEMENTS SHT. I of 4
CLIENT ' 'v Jt RAN;HC. -_UCAMONGA
LDK 8 , ,35-N PROJECT SHEET NO. 29 OF 81
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I V1,17 4 y \ O5 INSTALL FIRE HYDRANT PER C.C.W.D. STD. DWG. N0. 3
f01= A4r 6 INSTALL 10" GATE VALVE WITH 8Y-PASS PER C.C.W.D. STD. DWG. N0. 5
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J 7 INSTALL 16" GATE VALVE WITH 8Y-PASS PER C.C.W.D. STD. DWG. N0. 5
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M j 8 INSTALL BLOW OFF ASSEMBLY PER C.C.W.D. STD. DWG. N0. 6A
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9 INSTALL FIRE DETECTOR, CHECK VALVE PER C.C.W.D. STD. DWG. NO. 8
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k 10 INSTALL PIPE REDUCER (10" TO 8')
i 4 13 TACK AND WELD ALL JOINTS 80 FROM END OF LINE AND FROM ALL ANGLE POINTS.
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7th STREET
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422-4133 a
IMGBEFORE
BE MARK PLANS PREPARED UNDER SUPERVISION OF L.D. KING, INC. DATE APPRO DESIGNED BY DRAWN BY CHECKED BY DRAWING No.
unri ONTARIO.I
oC ST_, SUITE 1008 U AMONGA . COUNTY WATER DIS_ TRICT -ONTARIO, CA 91764 BY
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909) 988-5492
NEERING S r"r%% R C.P.C.C.C.P. C.C.W.11 WATER IMPROVEMENT PLANS FOR
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DOUGLAS H. MAYS C A COUYTY ATFR OIS'TRICT SCALE WORK ORDER No.. 7th STREET - CD - t
ENGINEERING DEPARTMENT
RC.E. 21062 9641 SAN BERNARDINO ROAD. CUCAMONGA, CA. 91730
REV. DESCRIPTION DATE APP'D DATE R.C.E. EXP. 9-30-97 7_ 1 AS •_ SHOWN STA. 16+72.13 TO STA. 19+58.70 SHT. 4 of 4
CLIENT CC 04 RANCr40 CUCAMONGA PROJECT SHEET N0.3 OF 81LDKJOB / 135 89
9