HomeMy WebLinkAbout3253-1COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED ATA 29 MINIMUM GRADE
LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMEf
OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE
DIRECTED BY THE CITY TRAFFIC ENGINEER. FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL CURB AT THE LOCATION OF THE SEWER LATERAL.
TIMES.
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE AND ALL AFFECTED AGENCIES IMMEDIATELY.
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION PRIOR TO PAVING OF STREETS.
OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN
FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL FOR 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
GROUND MOVEMENT EXISTS. PAVEMENT PRIOR TO PLACEMENT.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN TILE PUBLIC RIGHT OF
WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETI01
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM OF PAVING.
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
EXCAVATION. 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE C11
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL ' UTILITY ENGINEER.
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC,
CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, H -H ;l
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.
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER CITY OF FONTANA, UTHM NOTIFICATION LIST
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR CITY OF FONTANA S.B.C. INC.
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE ATTN: CARLOS NAVARRO ATTN: JANE BLASINGHAM
OPERATION AND WATER REQUIREMENTS. 8353 SIERRA AVENUE 3939 E. CORONADO STREET
FONTANA, CA 92335 ANAHEIM, CA 92807
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE (909) 350-6632 (714) 666-5500
OTHERWISE NOTED.
SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ATTN: DENNIS FREEMAN (800) 227-2600
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE 1981 W. LUGONIA AVENUE
PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REDLANDS, CA 92374 COMCAST ( CABLE TV )
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING (909) 335-7547 ATTN: JACK HAYES
DURING CONSTRUCTION. EMERGENCIES: (800) 427-2200 1205 DUPONT AVE.
ONTARIO, CA 91761
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, S0. CALIF. EDISON COMPANY (909) 390-4738
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY 300 N. PEPPER AVENUE
ENGINEER. RIALTO, CA 92376 VERIZON
909 820-5598 - UNDERGROUND ATTN: STEVE HOCK
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD.
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE 213 637-1233 - PIPELINES ONTARIO, CA 91766
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY 909 357-6505 - DISTRIBUTION (800) 422-4133
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION 800 422-4133
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE FONTANA WATER COMPANY
WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW
ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. ATTN: BASIL J. FABRIZIO 8440 NUEVO AVENUE
(909) 463-9580 FONTANA CA 92235
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND (909) 822-2201
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED FAX: (909) 823-5046
AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY
VEHICLES.
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF
DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT
OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT PEVATE MEVMPS NOTICE TO CO, CT0'3:
TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS
APPROVAL. WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
THE CITY INSPECTOR. TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT AN RECORD OR
NOT SHOWN ON THESE PLANS.
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
THE CITY ENGINEER MAY REQUIRE TEMPORARY NON—ERODABLE SWALES PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN
ENTERING OR LEAVING IMPROVEMENTS. PROFESSIONAL.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
AND FINISH TO MATCH EXISTING CONCRETE. FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
BE IN WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS.
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 THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA
STANDARD DETAIL FOR TERMINAL CLEANOUT.
z,
REV. REV13ION D Olti DATE ENGR. CITY DATE
O SHO= CONSTRUCTION of REQUIRM
N DWEOVVM.M NOT TV70 YEARS OF THE ATEJOF APPROVAL
SHORW IMMON RM ICARMEDI FOCTH IN A
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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it ti ak A
1' 1folkd 1
INDEX
SCALE: 1 "=100'
BASIS OF BE OS:
BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE
WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO.
16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
BENCHMM
PREPARED FOR:
KB HOME CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0
SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
(909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE
FAX (909) 802-1111
ELEVATION: 1428.6090
SMR
VICINITY
N.T.S.
1 � 1
comrsucuum, Amm ES `- TE OF QUAAnrff III
i
i O1 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 14 E.A.
i 20 CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER CITY 68 EA.
STD. DWG. NO. 125 (SEE GENERAL NOTE N0. 30) 2,239 L.F.
30 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 2,464 L.F.
4 INSTALL BACK FLOW CHECK VALVE 15 EA.
O
50 REMOVE EXISTING 8" PLUG AND CONNECT TO EXISTING STUB 1 E.A.
60 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. REPLACE A.C. PAVEMENT
PER CITY STD DWG NO. 131 418 S.F.
O SAWCUT AND JOIN EXISITNG 8" V.C.P. SEWER 1 EA
3" MAX SIZE NATIVE
SOIL, COMPACTED 959
6" MIN. 6" MIN.
10" MAX. 10" MAX.
r
6" MAX SIZE NATIVE
SOIL, COMPACTED 909
I" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
IN
1/2 CRUSHED
STONE BEDDING I :.
l 6
PER STD. SPECS. I a
FOR PUBLIC WORKS 6104°- C5a
CONSTRUCTION 4:..-
j f _.::
TABLE 200-1.2(A) ;!J41 I
SHOWN BELOW 8" VCP r r e- d_a i F t —,
TYPICAL BEDDING FOR On VCP
10' OR DMPER
N.T.S.
TABLE: 200-1.2(A)
SIEVE SIZE PERCENTAGE
PASSING SIEVES
1 112 —
3/4" 100
1 2 90-100
3/8" 20-60
N0.4 0-15
N0.8 0-5
ASTM C 131 B
TEST GRADING
_ Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976
Date—
(expires 6/30/2005)
S Hq��<
F�
No, 43976
Exp, 6/30/05
iT CIVIL ��
ZF CALIF
LEGM
O3 CONSTRUCTION NOTE CALLOUT
+ SEWER LATERAL WITH CLEANOUT
(BACK FLOW CHECK VALVE WHERE NOTED)
EXIST. SEWER MANHOLE
- — - 8" S--- EXIST. SEWER LINE
- — - 8" W — — EXIST. WATER MAIN
=54"SD= —_ =EXIST. STORM DRAIN LINE
(SIZE AS SHOWN ON PLAN)
8" W PROPOSED WATER MAIN
(SIZE AS SHOWN ON PLAN)
PROPOSED SEWER LINE
—5478D PROPOSED STORM DRAIN LINE
(SIZE AS SHOWN ON PLAN)
PROPOSED SEWER MANHOLE
— - - CENTERLINE
PROPOSED STREET LIGHT, CONSTRUCT
PER CITY DWG NO. 3252 LT
PROPOSED FIRE HYDRANT, CONSTRUCT
PER CITY DWG NO. 3255
A.C. PAVEMENT REMOVAL
�$ AND REPLACEMENT
�. MkODLE /rND hS�('oGl�1i�'/A/C.
`!'r l9't i �NfJb Gllt I S�/71= .t dD, 00A,/110, 04.40& l
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIC
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
l /%v,1ir 7 L A RESULT THEREOF.
f
CITY OF FONTANA, CALIFORNIA
ELLO OVE II COMIRMNITY PLAN
DRAWN
AEBY. SEWER I OVEIIE T PLANS SCALE.
AS NOTED
DESIGNED BY. TRACT 16269 DATE:
�`
AE TIME SHEET AUGUST, 2003
CHECKED PR D BY DRAWING NO.: l
DS � . p
CITY ENGINEER R.C.E. 51152 3253
Filename: M:\DWG\19201\SEWER 16269—SWR1.dwg
NO
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR
trot1
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (" GREEN BOOK"). ALL
BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND
REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITIONV.C.P.wpm
SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR
UNLESS OTHERWISE NOTED.-
Uft"
-VEIME E r
' I've FqPr PIL
EXLEd
OVI
Rig
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT
hil
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
E ENCE
PRIOR APPROVAL OF THE CITY ENGINEER.
PROVISIONS IN THE "GREEN BOOK" , THE CONTRACTOR SHALL IMMEDIATELY
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
ENGINEER.
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTINGCITY
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
wine ow T7 Am-�' El 0 VIE
EA a IT JA
Ef Pf
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANABE
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
L"IL Ury
UR
K T y P
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED ATA 29 MINIMUM GRADE
LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMEf
OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE
DIRECTED BY THE CITY TRAFFIC ENGINEER. FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL CURB AT THE LOCATION OF THE SEWER LATERAL.
TIMES.
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE AND ALL AFFECTED AGENCIES IMMEDIATELY.
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION PRIOR TO PAVING OF STREETS.
OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN
FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL FOR 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
GROUND MOVEMENT EXISTS. PAVEMENT PRIOR TO PLACEMENT.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN TILE PUBLIC RIGHT OF
WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETI01
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM OF PAVING.
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
EXCAVATION. 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE C11
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL ' UTILITY ENGINEER.
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC,
CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, H -H ;l
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.
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER CITY OF FONTANA, UTHM NOTIFICATION LIST
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR CITY OF FONTANA S.B.C. INC.
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE ATTN: CARLOS NAVARRO ATTN: JANE BLASINGHAM
OPERATION AND WATER REQUIREMENTS. 8353 SIERRA AVENUE 3939 E. CORONADO STREET
FONTANA, CA 92335 ANAHEIM, CA 92807
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE (909) 350-6632 (714) 666-5500
OTHERWISE NOTED.
SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ATTN: DENNIS FREEMAN (800) 227-2600
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE 1981 W. LUGONIA AVENUE
PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REDLANDS, CA 92374 COMCAST ( CABLE TV )
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING (909) 335-7547 ATTN: JACK HAYES
DURING CONSTRUCTION. EMERGENCIES: (800) 427-2200 1205 DUPONT AVE.
ONTARIO, CA 91761
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, S0. CALIF. EDISON COMPANY (909) 390-4738
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY 300 N. PEPPER AVENUE
ENGINEER. RIALTO, CA 92376 VERIZON
909 820-5598 - UNDERGROUND ATTN: STEVE HOCK
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD.
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE 213 637-1233 - PIPELINES ONTARIO, CA 91766
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY 909 357-6505 - DISTRIBUTION (800) 422-4133
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION 800 422-4133
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE FONTANA WATER COMPANY
WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW
ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. ATTN: BASIL J. FABRIZIO 8440 NUEVO AVENUE
(909) 463-9580 FONTANA CA 92235
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND (909) 822-2201
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED FAX: (909) 823-5046
AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY
VEHICLES.
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF
DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT
OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT PEVATE MEVMPS NOTICE TO CO, CT0'3:
TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS
APPROVAL. WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
THE CITY INSPECTOR. TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT AN RECORD OR
NOT SHOWN ON THESE PLANS.
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
THE CITY ENGINEER MAY REQUIRE TEMPORARY NON—ERODABLE SWALES PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN
ENTERING OR LEAVING IMPROVEMENTS. PROFESSIONAL.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
AND FINISH TO MATCH EXISTING CONCRETE. FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
BE IN WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS.
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 THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA
STANDARD DETAIL FOR TERMINAL CLEANOUT.
z,
REV. REV13ION D Olti DATE ENGR. CITY DATE
O SHO= CONSTRUCTION of REQUIRM
N DWEOVVM.M NOT TV70 YEARS OF THE ATEJOF APPROVAL
SHORW IMMON RM ICARMEDI FOCTH IN A
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0
CL
wc= DmwIwGs
it ti ak A
1' 1folkd 1
INDEX
SCALE: 1 "=100'
BASIS OF BE OS:
BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE
WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO.
16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
BENCHMM
PREPARED FOR:
KB HOME CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0
SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
(909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE
FAX (909) 802-1111
ELEVATION: 1428.6090
SMR
VICINITY
N.T.S.
1 � 1
comrsucuum, Amm ES `- TE OF QUAAnrff III
i
i O1 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 14 E.A.
i 20 CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER CITY 68 EA.
STD. DWG. NO. 125 (SEE GENERAL NOTE N0. 30) 2,239 L.F.
30 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 2,464 L.F.
4 INSTALL BACK FLOW CHECK VALVE 15 EA.
O
50 REMOVE EXISTING 8" PLUG AND CONNECT TO EXISTING STUB 1 E.A.
60 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. REPLACE A.C. PAVEMENT
PER CITY STD DWG NO. 131 418 S.F.
O SAWCUT AND JOIN EXISITNG 8" V.C.P. SEWER 1 EA
3" MAX SIZE NATIVE
SOIL, COMPACTED 959
6" MIN. 6" MIN.
10" MAX. 10" MAX.
r
6" MAX SIZE NATIVE
SOIL, COMPACTED 909
I" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
IN
1/2 CRUSHED
STONE BEDDING I :.
l 6
PER STD. SPECS. I a
FOR PUBLIC WORKS 6104°- C5a
CONSTRUCTION 4:..-
j f _.::
TABLE 200-1.2(A) ;!J41 I
SHOWN BELOW 8" VCP r r e- d_a i F t —,
TYPICAL BEDDING FOR On VCP
10' OR DMPER
N.T.S.
TABLE: 200-1.2(A)
SIEVE SIZE PERCENTAGE
PASSING SIEVES
1 112 —
3/4" 100
1 2 90-100
3/8" 20-60
N0.4 0-15
N0.8 0-5
ASTM C 131 B
TEST GRADING
_ Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976
Date—
(expires 6/30/2005)
S Hq��<
F�
No, 43976
Exp, 6/30/05
iT CIVIL ��
ZF CALIF
LEGM
O3 CONSTRUCTION NOTE CALLOUT
+ SEWER LATERAL WITH CLEANOUT
(BACK FLOW CHECK VALVE WHERE NOTED)
EXIST. SEWER MANHOLE
- — - 8" S--- EXIST. SEWER LINE
- — - 8" W — — EXIST. WATER MAIN
=54"SD= —_ =EXIST. STORM DRAIN LINE
(SIZE AS SHOWN ON PLAN)
8" W PROPOSED WATER MAIN
(SIZE AS SHOWN ON PLAN)
PROPOSED SEWER LINE
—5478D PROPOSED STORM DRAIN LINE
(SIZE AS SHOWN ON PLAN)
PROPOSED SEWER MANHOLE
— - - CENTERLINE
PROPOSED STREET LIGHT, CONSTRUCT
PER CITY DWG NO. 3252 LT
PROPOSED FIRE HYDRANT, CONSTRUCT
PER CITY DWG NO. 3255
A.C. PAVEMENT REMOVAL
�$ AND REPLACEMENT
�. MkODLE /rND hS�('oGl�1i�'/A/C.
`!'r l9't i �NfJb Gllt I S�/71= .t dD, 00A,/110, 04.40& l
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIC
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
l /%v,1ir 7 L A RESULT THEREOF.
f
CITY OF FONTANA, CALIFORNIA
ELLO OVE II COMIRMNITY PLAN
DRAWN
AEBY. SEWER I OVEIIE T PLANS SCALE.
AS NOTED
DESIGNED BY. TRACT 16269 DATE:
�`
AE TIME SHEET AUGUST, 2003
CHECKED PR D BY DRAWING NO.: l
DS � . p
CITY ENGINEER R.C.E. 51152 3253
Filename: M:\DWG\19201\SEWER 16269—SWR1.dwg
SIEVE SIZE PERCENTAGE
PASSING SIEVES
1 112 —
3/4" 100
1 2 90-100
3/8" 20-60
N0.4 0-15
N0.8 0-5
ASTM C 131 B
TEST GRADING
_ Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976
Date—
(expires 6/30/2005)
S Hq��<
F�
No, 43976
Exp, 6/30/05
iT CIVIL ��
ZF CALIF
LEGM
O3 CONSTRUCTION NOTE CALLOUT
+ SEWER LATERAL WITH CLEANOUT
(BACK FLOW CHECK VALVE WHERE NOTED)
EXIST. SEWER MANHOLE
- — - 8" S--- EXIST. SEWER LINE
- — - 8" W — — EXIST. WATER MAIN
=54"SD= —_ =EXIST. STORM DRAIN LINE
(SIZE AS SHOWN ON PLAN)
8" W PROPOSED WATER MAIN
(SIZE AS SHOWN ON PLAN)
PROPOSED SEWER LINE
—5478D PROPOSED STORM DRAIN LINE
(SIZE AS SHOWN ON PLAN)
PROPOSED SEWER MANHOLE
— - - CENTERLINE
PROPOSED STREET LIGHT, CONSTRUCT
PER CITY DWG NO. 3252 LT
PROPOSED FIRE HYDRANT, CONSTRUCT
PER CITY DWG NO. 3255
A.C. PAVEMENT REMOVAL
�$ AND REPLACEMENT
�. MkODLE /rND hS�('oGl�1i�'/A/C.
`!'r l9't i �NfJb Gllt I S�/71= .t dD, 00A,/110, 04.40& l
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIC
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
l /%v,1ir 7 L A RESULT THEREOF.
f
CITY OF FONTANA, CALIFORNIA
ELLO OVE II COMIRMNITY PLAN
DRAWN
AEBY. SEWER I OVEIIE T PLANS SCALE.
AS NOTED
DESIGNED BY. TRACT 16269 DATE:
�`
AE TIME SHEET AUGUST, 2003
CHECKED PR D BY DRAWING NO.: l
DS � . p
CITY ENGINEER R.C.E. 51152 3253
Filename: M:\DWG\19201\SEWER 16269—SWR1.dwg
_ Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976
Date—
(expires 6/30/2005)
S Hq��<
F�
No, 43976
Exp, 6/30/05
iT CIVIL ��
ZF CALIF
LEGM
O3 CONSTRUCTION NOTE CALLOUT
+ SEWER LATERAL WITH CLEANOUT
(BACK FLOW CHECK VALVE WHERE NOTED)
EXIST. SEWER MANHOLE
- — - 8" S--- EXIST. SEWER LINE
- — - 8" W — — EXIST. WATER MAIN
=54"SD= —_ =EXIST. STORM DRAIN LINE
(SIZE AS SHOWN ON PLAN)
8" W PROPOSED WATER MAIN
(SIZE AS SHOWN ON PLAN)
PROPOSED SEWER LINE
—5478D PROPOSED STORM DRAIN LINE
(SIZE AS SHOWN ON PLAN)
PROPOSED SEWER MANHOLE
— - - CENTERLINE
PROPOSED STREET LIGHT, CONSTRUCT
PER CITY DWG NO. 3252 LT
PROPOSED FIRE HYDRANT, CONSTRUCT
PER CITY DWG NO. 3255
A.C. PAVEMENT REMOVAL
�$ AND REPLACEMENT
�. MkODLE /rND hS�('oGl�1i�'/A/C.
`!'r l9't i �NfJb Gllt I S�/71= .t dD, 00A,/110, 04.40& l
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIC
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
l /%v,1ir 7 L A RESULT THEREOF.
f
CITY OF FONTANA, CALIFORNIA
ELLO OVE II COMIRMNITY PLAN
DRAWN
AEBY. SEWER I OVEIIE T PLANS SCALE.
AS NOTED
DESIGNED BY. TRACT 16269 DATE:
�`
AE TIME SHEET AUGUST, 2003
CHECKED PR D BY DRAWING NO.: l
DS � . p
CITY ENGINEER R.C.E. 51152 3253
Filename: M:\DWG\19201\SEWER 16269—SWR1.dwg
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIC
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
l /%v,1ir 7 L A RESULT THEREOF.
f
CITY OF FONTANA, CALIFORNIA
ELLO OVE II COMIRMNITY PLAN
DRAWN
AEBY. SEWER I OVEIIE T PLANS SCALE.
AS NOTED
DESIGNED BY. TRACT 16269 DATE:
�`
AE TIME SHEET AUGUST, 2003
CHECKED PR D BY DRAWING NO.: l
DS � . p
CITY ENGINEER R.C.E. 51152 3253
Filename: M:\DWG\19201\SEWER 16269—SWR1.dwg