HomeMy WebLinkAbout3856-124. 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.
25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF
THE ASTM DESIGNATION C700 FOR V. C.P.
26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE
Cl TY ENGINEER.
27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO
ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28. 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.
29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 201, MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE
GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY,
THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY
EASEMENT.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF
THE SEWER LATERAL.
32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF
STREETS.
35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
0 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
00 BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC
N ENGINEER.
0 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO
SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
3
v
BASIS OF BEARINGS.
N BEARINGS ARE BASED ON THE WESTERLY UNE OF BEINGS LA SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4' OF SECTION 14, AND A POI
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF THE NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANG 6 WEST,
ol 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO.
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750,
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
v
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
6" MAX SIZE '
NATIVE SOIL
COMPACTED 90%
8" VCP/DI
6" MIN
10" MAX
1 " MAX SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 9 0%
CITY OF FONTANA
TRACT MAP NO. 16290-2
SEWER IMPROVEMENT PLANS
SOUTH & WEST
R/W
,12'
X1.0"/0.5' S 6.56
68'/64'/60'
'
144'140'130'
22'/20'/18' 1 22'/20'/18'
NORTH & EAST
R/W
12' �
6.5 5'
*6 0.5'/'1.0"
'
Z. �� I 2.0% 2.070 I �_ '
5' 6' PROP.
8 WTRCURB &
SEE STREET IMPROVEMENT PROP. , 7 GUTTER
PLANS FOR LOCATION 8 " SWR.
PROP. STORM DRAIN
TABLE. 200-1.2 [A]
SIEVE SIZE
GENERAL NOTES
1 112-
4:
1.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS,
3/4"
100
112"
THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
3/8"
20-60
NO. 4
("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
NO. 8
0-5
ASTM C 131
UNLESS OTHERWISE NOTED.
TEST GRADING
8353 SIERRA AVE.
2.
WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
O4
REMOVE TEMP. END PLUG AND JOIN PROP. SEWER.
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR
EA
O5
N
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
DIAL TWO WORKING
I
co
3.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
TELEPHONE.
(909)
4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
YOU DIG YOU D I G
O7
REMOVE EXIST. CLEANOUT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION
EA
O
MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'.
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN
SF
O
to
N
PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
A PURL I C SERVICE BY UNDERGROUND SERVICE ALERT
428-8407
5.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
1 o
INSTALL LOCKING TYPE MANHOLE FRAME AND COVER
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC
P/L
ATTENTION:
PER A. P. W.A. STD. 210-2 PER DETAIL ON SHE 11.
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
VARIES
16071 MOJAVE DR. BLDG. B
6.
/T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
SEWER EASEMENT
VI CTORVI LLE, CA 92392
OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
VARIES 30'-40'
7.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA TION OR TRENCH WORK FOR
�?
LEWIS
MCDONALD
TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL
1500 S. AUTO CENTER DRIVE
TELEPHONE:
(909)
SAFETY.
ONTARIO, CA 91761
8.
THE WALLS AND FACES OF ALL EXCA VA TIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE
�f
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.
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION,
PROP.
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD,
8" SWR.
THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND
TYPICAL SECTION -OFFSITE
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING,'
N.T.S.
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.
3' MAX SIZE NATIVE
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
SOIL COMPACTED 95%
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13.
STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
6" MIN 6" MIN
14.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
10" MAX 10 MAX
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE
- - - - -
RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING
�v
DURING CONSTRUCTION.
15.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH
1 " MAX SIZE
MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
6" MAX SIZE SELECTED NATIVE
16.
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS,
NATIVE SOIL BEDDING COMPACTED
TO 90%
MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR
COMPACTED 90%
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
z
PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER
`\ _
REPLACEMENT OF THE MONUMENT.
17.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES.
U o
A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR'
cl o
RESIDENTS AND EMERGENCY VEHICLES.
8" VCP/DIP
18.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
lt�
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE
DEPOSITEDT PUBLICRR�PPROVALADJACENT TO THE RIGHT OF WAY DURING
TYPICAL BEDDING FOR 8" VCP/DIP
CONSTRUCTION WITHOUT PRIORWRITTEN.
20.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
LESS THAN 10' DEEP
�21.
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
N.T.S.
SPECIFIED DENSITY IS OBTAINED.
22.
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.
23.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
3' MAX SIZE NATIVE
EXISTING CONCRETE
SOIL COMPACTED 95%
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.
25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF
THE ASTM DESIGNATION C700 FOR V. C.P.
26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE
Cl TY ENGINEER.
27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO
ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28. 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.
29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 201, MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE
GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY,
THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY
EASEMENT.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF
THE SEWER LATERAL.
32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF
STREETS.
35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
0 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
00 BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC
N ENGINEER.
0 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO
SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
3
v
BASIS OF BEARINGS.
N BEARINGS ARE BASED ON THE WESTERLY UNE OF BEINGS LA SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4' OF SECTION 14, AND A POI
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF THE NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANG 6 WEST,
ol 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO.
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750,
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
v
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
6" MAX SIZE '
NATIVE SOIL
COMPACTED 90%
8" VCP/DI
6" MIN
10" MAX
1 " MAX SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 9 0%
CITY OF FONTANA
TRACT MAP NO. 16290-2
SEWER IMPROVEMENT PLANS
SOUTH & WEST
R/W
,12'
X1.0"/0.5' S 6.56
68'/64'/60'
'
144'140'130'
22'/20'/18' 1 22'/20'/18'
NORTH & EAST
R/W
12' �
6.5 5'
*6 0.5'/'1.0"
'
Z. �� I 2.0% 2.070 I �_ '
5' 6' PROP.
8 WTRCURB &
SEE STREET IMPROVEMENT PROP. , 7 GUTTER
PLANS FOR LOCATION 8 " SWR.
PROP. STORM DRAIN
TABLE. 200-1.2 [A]
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 112-
4:
1"
-
3/4"
100
112"
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
B
TEST GRADING
8353 SIERRA AVE.
vl
1 /2" CRUSHED STONE BEDDING
PER STD. SPECS. FOR PUBLIC
WORKS CONSTRUCTION TABLE
200 1.2 [A] SHOWN
TYPICAL BEDDING FOR 8 " VCP/DIP
10' OR DEEPER
N.T.S.
/A C(�ij,�,�t�`�
h� �1
m
o. 1983- m
'XP
RECORDER OF SAN BERNARDINO COUNTY, CIVI\-
J BEING NORTH 0930'24' WEST. �c ,
3
BENCH MARK: REV. REVISION DESCRIPTI
Im
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
A O
LON TSAI
4:
BEDDING PER DETAIL HEREON.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
LF
2O
CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
RIALTO, CA 92377
MAVENWOOD PLACE STA. 7+74.97 TO STA. 14+07.90
SHEET
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
27
i
SOUTHWEST CORNER OF CHERRY .AVE. AND SUMMIT AVE. 101
0
WREN
9:
8353 SIERRA AVE.
CITY OF FONTANA STD. NO.125 AND NO.125B, IN LANDSCAPE AREAS. (127 EA)
N
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
O4
REMOVE TEMP. END PLUG AND JOIN PROP. SEWER.
2
EA
O5
N
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
DIAL TWO WORKING
I
co
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
BEFORE DAYS BEFORE
I
TELEPHONE.
(909)
BEDDING PER DETAIL HEREON.
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
YOU DIG YOU D I G
O7
REMOVE EXIST. CLEANOUT
1
EA
O
MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'.
TOLL FREE 1-800-227-2600
SF
O
to
N
NAVD 88 -1508.56 (FEET
A PURL I C SERVICE BY UNDERGROUND SERVICE ALERT
428-8407
CITY OF FONTANA STD. NO. 112.
FONTANA, CA 92335
1 o
INSTALL LOCKING TYPE MANHOLE FRAME AND COVER
5
O
ATTENTION:
PER A. P. W.A. STD. 210-2 PER DETAIL ON SHE 11.
ANGUSTAIN
W/n/ G
OWNER/DEVELOPER I SOIL ENGINEER
Centex Homes ALBUS-KEEFE and ASSOC., INC.
1265 Corona Pointe Court 1011 N. ARMANDO STREET
Corona, CA 92879 ANAHEIM, CA 92806
Ph. (951) 279-3000 Ph: (714) 630-1626
Fax (951) 279-2100 Fax. (714) 630 1916
DATE I ENGR. I CITY I DATE
0//0s//
TYPICAL STREET SECTION
N.T.S.
SEWER ES77MATE OF OUAAMES
QUAN'RIIES
Oi
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
ATTENTION:
LON TSAI
4:
BEDDING PER DETAIL HEREON.
5,471
LF
2O
CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
RIALTO, CA 92377
MAVENWOOD PLACE STA. 7+74.97 TO STA. 14+07.90
SHEET
CITY OF FONTANA STD. NO. 112.
27
EA
O3
CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER
WREN
9:
8353 SIERRA AVE.
CITY OF FONTANA STD. NO.125 AND NO.125B, IN LANDSCAPE AREAS. (127 EA)
4,315
LF
O4
REMOVE TEMP. END PLUG AND JOIN PROP. SEWER.
2
EA
O5
INSTALL BACKWATER DEVICE.
70
EA
Os
CONSTRUCT 8" DUCTILE IRON PIPE SEWER LINE,
800 W. CIENEGA AVE.
TELEPHONE.
(909)
BEDDING PER DETAIL HEREON.
1,160
LF
O7
REMOVE EXIST. CLEANOUT
1
EA
O
SAWCUT/REMOVE AND REPLACE EXIST. DRIVEWAY (46 LF)
183
SF
O
CONSTRUCT 6.0" DIA. ECCENTRIC MANHOLE PER
4
EA
428-8407
CITY OF FONTANA STD. NO. 112.
FONTANA, CA 92335
1 o
INSTALL LOCKING TYPE MANHOLE FRAME AND COVER
5
EA
ATTENTION:
PER A. P. W.A. STD. 210-2 PER DETAIL ON SHE 11.
ANGUSTAIN
16071 MOJAVE DR. BLDG. B
SEWER LEGEND
(760)
245-0330
SEWER MAIN LINE
-¢- SEWER MANHOLE
SEWER LINE WITH LATERALS
BW
BACKWATER DEVICE
UTiLIIY PURVEYORS
WATER
WEST VALLEY WATER DISTRICT
ATTENTION:
LON TSAI
4:
855 W. BASELINE
TELEPHONE.
(909)
875-1804
SHEET
RIALTO, CA 92377
MAVENWOOD PLACE STA. 7+74.97 TO STA. 14+07.90
SHEET
7:
SEWER
CITY OF FONTANA
ATTENTION:
BRIAN
WREN
9:
8353 SIERRA AVE.
TELEPHONE:
(909)
350-6632
SHEET
FONTANA, CA 92335
OFFSITE SEWER STA. 9+89.31 TO STA. 11+53.55
SHEET
12:
ELECTRIC
SOUTHERN CALIFORNIA EDISON COMPANY
ATTENTION:
JEFF BURT
800 W. CIENEGA AVE.
TELEPHONE.
(909)
592-3737
SAN DIMAS, CA 91773
GAS
SOUTHERN CALIFORNIA GAS COMPANY
ATTENTION:
STEVE
ROBLES
16231 VALLEY BLVD.
TELEPHONE:
(909)
428-8407
FONTANA, CA 92335
TELEPHONE
VERIZON
ATTENTION:
FRANK
ANGUSTAIN
16071 MOJAVE DR. BLDG. B
TELEPHONE.
(760)
245-0330
VI CTORVI LLE, CA 92392
CABLE
ADELPHIA COMMUNICATIONS
ATTENTION:
LEWIS
MCDONALD
1500 S. AUTO CENTER DRIVE
TELEPHONE:
(909)
975-3343
ONTARIO, CA 91761
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER
MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
SEAL -ENGINEER
o QROF ESS/0 -
C� rn
W
o% NO. C041983
EXP. 3/31/06
s� CN IL �P
ATF OF CAS\F��
EXP.
SITE LOCATION
COYOTE CANYON
ROAD
DUNGAN CANYON
ROAD
� ROADRUNNER ROAD
CHERRY
AVENUE
/ C?�P RYTLE CREEK
SUMMIT DUNCAN CANYON
AVENUE ROAD �
/ wciin MAa
N.T.S
EnrcrNEEa s NO"nCE To CON7RACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES
NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR
IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO
WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON,
AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED
UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY
COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND
SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO
DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE
VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY
IDENTIFICATION NUMBER ISSUED BY U.S.A.
THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE
PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE
THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE
DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES.
THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION
AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A
BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS
NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS
INCLUDED IN THE OTHER ITEMS OF WORK.
UPON FINAL DESIGN OF THE INTERIOR PLUMBING SYSTEM FOR EACH LOT, CONTRACTOR
IS TO DETERMINE WHICH LOTS WILL REQUIRE BACKWATER VALVES IN ACCORDANCE WITH
SECTION 710.1 OF THE UNIFORM PLUMBING CODE. BACKWATER VALVES AS NOTED ON THESE
PLANS. WERE LOCATED IN RESPECT TO PAD ELEVATION, IN LIEU OF FLOOD RIM ELEVATION
OF LOWEST FIXTURE, VERSUS NEXT UPSTREAM TOP OF RIM ELEVATION OF MANHOLE.
TOP AND BOTTOM ELEVATION CALLOUT FOR ALL PROPOSED OR EXISTING UTILITIES AND
FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. WALL THICKNESSES FOR ALL
UTILITIES AND FACILITIES PROPOSED OR EXISTING BY INSTALLING CONTRACTOR MAY VARY
DUE TO MANUFACTURER'S TYPE, USE AND SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL
EXISTING AND PROPOSED UTILITY AND FACILITY CROSSING LOCATIONS SHOWN ON THESE
PLAN PRIOR TO INSTALLATION TO INSURE THE TYPE OF MATERIAL HE HAS CHOSEN MEETS
THE MINIMUM SEPARATION REQUIREMENTS OF CITY OF FONTANA.
ERNATE ENGINEER NOTE
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR 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 NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
PROFESSIONAL.
srEEr INDEX
SHEET 1: TITLE SHEET/VICINITY MAP/GENERAL NOTES
SHEET 2: INDEX MAP
SHEET 3: BOBCAT WAY STA. 9+95.00 TO STA. 13+19.00
AEI-ICASC
937 SOUTH VIA LATA DRAWN BY:
SUITE 500 OS
COLTON, CA 92324
DESIGNED BY:
PH. (909) 783-0101 FAX 909 783-0108 OS
RE Y. CHRIS D. NS R. C. E. NO. 41983
TE: /06 CHECKED BY:
DATE: L1D' 1) (0 gQ SBC/JGS , f . jA0
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16290-2
SEWER IIVIPROVEME PLANS SCALE:
AS SHOWN ABOVE
DATE:
,4E ET OCTOBER, 2005
APP OVED BDRAWING NO.:
TY ENGINEER R.C.E. 51152 DATE: 3856 12
LA SARRE DRIVE STA. 14+33.55 TO STA. 17+39.30
SHEET
4:
THORNBUSH WAY STA. 12+34.72 TO STA. 18+35.98
SHEET
5:
BROOKSIDE AVENUE STA. 20+80.11 TO STA. 28+53.83
SHEET
6:
MAVENWOOD PLACE STA. 7+74.97 TO STA. 14+07.90
SHEET
7:
WESTFORK LANE STA. 9+92.55 TO STA. 15+76.35
SHEET
8:
SAGEGROVE LANE STA. 10+07.47 TO STA. 14+84.00
SHEET
9:
THORNBERRY WAY STA. 9+95.00 TO STA. 19+82.27
SHEET
10:
BROOKSIDE AVENUE STA. 9+27.11 TO STA. 19+18.03
SHEET
11:
OFFSITE SEWER STA. 9+89.31 TO STA. 11+53.55
SHEET
12:
OFFSITE SEWER STA. 11+53.55 TO STA. 21+72.39
AEI-ICASC
937 SOUTH VIA LATA DRAWN BY:
SUITE 500 OS
COLTON, CA 92324
DESIGNED BY:
PH. (909) 783-0101 FAX 909 783-0108 OS
RE Y. CHRIS D. NS R. C. E. NO. 41983
TE: /06 CHECKED BY:
DATE: L1D' 1) (0 gQ SBC/JGS , f . jA0
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16290-2
SEWER IIVIPROVEME PLANS SCALE:
AS SHOWN ABOVE
DATE:
,4E ET OCTOBER, 2005
APP OVED BDRAWING NO.:
TY ENGINEER R.C.E. 51152 DATE: 3856 12