HomeMy WebLinkAbout3801-1N
M
jo
0
CD
0
00
0
cr
3
0
0
0
I
U)
I
0
z
v
N
Lo
i
GENERAL 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 REFERENCE SPECI FI CA TIONS AND STANDARDS SHALL_ BE THE LATEST EDI TION
UNLESS 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 I MMEDI A TEL Y REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. 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.
5. 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.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELI NEA TORS
OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR
TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DI VISION OF INDUSTRIAL
SAFETY.
8. 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.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WI THOU T
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. 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.
11. 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
CAL TRANS. 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 MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERA TION AND WATER REQUIREMENTS.
13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE 0 THER VI SE NOTED.
14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO 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.
15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH
MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
16. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, 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.
17. 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.
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 TO THE RIGHT OF WAY DURING
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
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
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
EXISTING CONCRETE.
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 DESI GNA TION C700 FOR V.C.P.
26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE
CITY 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 2% 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 U77L1 TY
EASEMENT.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF ,
THE SEWER LATERAL.
32. IF EXIS77NG UTIL171ES 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 STERI LAN T 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.
37. UPON COMPLET70N OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC
ENGINEER.
38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO
SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
COYOTE CANYON ROAD AND ROADRUNNER ROAD
PRIVATE ENGNEER 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.
UTILITY PURVEYORS
WATER
WEST VALLEY WATER DISTRICT
ATTENTION:
LON TSAI
INDEX MAP/DETAILS
855 W. BASELINE
TELEPHONE:
(909)
875-1804
LOCATION OF STORM DRAIN, DELETED "NOT
RIALTO, CA 92377
SHEET 4:
ROADRUNNER ROAD STA. 26+00.00 TO STA. 34+82.38
SHEET 5:
SEWER
CITY OF FONTANA
ATTENTION:
BRIAN
WREN
8353 SIERRA AVE.
TELEPHONE:
(909)
350-6632
SEWER AT 36+75.50
FONTANA, CA 92335
CROSS CREEK WAY STA. 11+91.04 TO STA. 12+76.04
ELECTRIC
SOUTHERN CALIFORNIA EDISON COMPANY
ATTENTION:
JEFF BURT
800 W. CIENEGA AVENUE
TELEPHONE:
(909)
592-3737
SAN DIMAS, CA 91773
GAS
THE GAS COMPANY
ATTENTION:
STEVE
ROBLES
16231 VALLEY BOULEVARD
TELEPHONE:
(909)
428-8407
FONTANA, CA 92335
TELEPHONE
VERIZON
ATTENTION:
FRANK
ANGUSTAIN
16071 MOJAVE DRIVE, BLDG. B
TELEPHONE:
(760)
245-0330
VICTORVILLE, CA 92392
CABLE
ADELPHIA COMMUNICATIONS
ATTENTION:
LEWIS
MCDONALD
1500 S. AUTOCENTER DRIVE
TELEPHONE:
(909)
975-3343
ONTARIO, CA 91761
SHEET INDEX
SHEET 1:
77TLE SHEET/VICINITY MAP/GENERAL N07ES
TYPICAL SECC77ONS
SHEET 2:
INDEX MAP/DETAILS
SHEET 3.
ROADRUNNER ROAD STA. 20+25.70 TO STA. 26+00.00
v3
WILDWOOD LANE STA. 11+75.95 TO 12+21.66
LOCATION OF STORM DRAIN, DELETED "NOT
CRIMSON STREET STA. 8+91.96 TO 9+39.65
SHEET 4:
ROADRUNNER ROAD STA. 26+00.00 TO STA. 34+82.38
SHEET 5:
MANHOLE SHAFT SAFETY LEDGE DETAIL
REVISED ALIGNMENT REVISED & ADDED MANHOLE.
BROOKSIDE AVENUE STA. 19+18.03 TO STA. 20+80.11
SHEET 6:
COYOTE CANYON ROAD STA. 29+28.22 TO STA. 35+50.00
ROCKCREST WAY STA. 9+89.00 TO STA. 10+81.00
SHEET 7.
COYOTE CANYON ROAD STA. 35+50.00 TO STA. 46+00.00
SEWER AT 36+75.50
CROSS CREEK WAY STA. 11+91.04 TO STA. 12+76.04
SHEET 8:
COYOTE CANYON ROAD STA. 46+00.00 TO STA.Ea
BASIS OF BEARINGS: LEGAL DESCRFTION : OWNER/DEVEi_OPER
ARE BASED ON THE WESTERLY LSE OF
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION A TOWNSI-1P
1 NORTH, RANGE 6 WEST, SAN BERVARDINO MEF DIAK 1 NORTH, RANGE 6 WEST, SAN BE RNARDNO MERDIAN, COUNTY OF SAN BERNARDNO. Centex Homes
AS SHOWN ON AMENDM MAP OF TRACT W.13750, 1265 Corona Pointe Corm
FLED N BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92879
66, NCLUSNE, N THE OFRCE OF THE COUNTY PI} (951) 479-9300
RECORDER OF SAN BERNARDNO COUNTY, BRIG Fax (951) 372-28'19
NORTH OOr30'24' WEST.
BENCH MARK: REV. REVISION DESCRIPTION
DEQ BY METROPOLITAN WATER DISTRICT SO. A O
CALEORNA 1992 RANCHO CUCAMONQA, NEAR THED'(j
NTEfRSECTION OF SUl&ff AVE AND COY AVE AT THE
0
eoo��qFESS/0�
SOL ENCS .0 5 p. CV S
c� U Onm
and ASSOC., INC. � N 1983 m
1011 NL ARMANDO STREET E . 03A311I Z.
ANAHEIM, CA 92806
Pty (714) 630-1626 LIP CIVIL
Fax (714) 630 -IM F OF r AL\ i �
DATE I ENGR. I CITY I DATE
SOUTHWEST CORNER OF CI•;RIRY AVE AND %-A%A I I AVE 101
FEET WEST OF THE OF COY AVE APD 37
FEET SOUTH OF THE CENTERIJNE OF SUMW AVE SET FLUSH
ON THE NORTHWEST CORDER OF A 10 FOOT WIDE -
CATCHBASIV 0.8 FOOT SOUTH OF CURB FACE A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED '33A 19®2'.
NAVD 88 - 1508.56 09EE I
DIAL TWO WORKING
BEFORE YOU DIG DAYS
AYOU D I G RE
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
3
2 Ecorzr� �J2 wiiUG
0� 05
%//
2�
D I�Tfp 5 4VEIZ F[IDN! SfiA• 5 tl 9s-ro sfiA.58t24.G2
v3
AREWSED
LOCATION OF STORM DRAIN, DELETED "NOT
1
8
CI ENGINE R.C.E. 51152 DATE:
FOR CONSTRUCTION" ADDED STUBS AND PROFILE,
REVISED ALIGNMENT REVISED & ADDED MANHOLE.
ENGINEERS NOTICE TO COAffFMCTORS
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 SP4CIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS
I NCL UDEQ 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.
SHOULD CONSTRUCTION1 OF M -E REQUIRED 1u41OVEMUM NOT
�• ►, �( CO &HENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
FUE<M AND CAFIED FORTH N A DLKIEENT MANNER, THE CITY EW*EBR
Y(v' 7 MAY REOUIRE REVISIONS TO TI -E PLANS TO BRNQ TFBN INTO
a. IL • n WITH CONDITIONS APD STANDARDS N SECT.
NORTH
R/W
r� 22'
3' 8' 11 '
rMIN.
29'
I 27o I I
Mac
2.1 2' BENCH
CURB & 12'
SIDEWALK/DG TRAIL GUTTER
PROP.
12" VTR.
PROP. 36" STORM DRAIN -
22 1
RAIN
R�W
LETTERED
LOT FOR
TRAIL &
LANDSCAPE
8'
2' 6' 6'
12'
DG T MIL
-9-I-
PX
2�� M
SEAL -ENGINEER
o
FESS
Crn
rn
NO. C041983
EXP. 3/31/08
s� CNII.
97F OF CA -
2' BENCH
12'
0
CURB &
GUTTER
COYOTE CANYON
ROAD
1
ROADRUNNER
ROAD
CHERRY
AVENUE
SUMMIT J �
AVENU�
-ITE LOCATION
DUNCAN CANYON
ROAD
5�P LYTLE CREEK
ROAD
DUNCAN CANYON
ROAD
N. T.&
SEWER ESTIMATE OF OUANTMES QUAN7111ES
O1 CONSTRUCT 12" EXTRA STRENGTH VCP SEWER UNE,
BEDDING PER DETAIL ON SHEET 2.
2O CONSTRUCT 72" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
STD. NO. 112 WITH SAFETY LEDGE PER APWA STD. NO. 330-1
PER DETAIL ON SHEET 5.
30 CONSTRUCT 72" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 112.
4O REMOVE EXISTING STUB -OUT AND JOIN EXISTING MANHOLE.
O CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
BEDDING PER DETAIL ON SHEET 2.
60 CONSTRUCT 8" DUCTILE IRON PIPE CLASS 350 SEWER LINE,
BEDDING PER DETAIL ON SHEET 2.
O INSTALL TEMP. 8" END PLUG.
8O CONSTRUCT 48n DIA. ECCENTRIC MANHOLE PER
C17Y OF FONTANA STD. NO. 112.
O9 CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 112.
10 INSTALL 24" DIAMETER -3/8" THICK STEEL CASING
PER DETAIL "A" ON SHEET 5.
11 INSTALL 18" DIAMETER -3/8" THICK STEEL CASING
PER DETAIL "B" ON SHEET 5.
12 CONSTRUCT 12" DUCTILE IRON PIPE CLASS 350 SEWER LINE,
BEDDING PER DETAIL ON SHEET 2.
29'
I I27,
14 15L'
I �
PROP.
8" SWR.
COYOTE CANYON ROAD
N.T.S.
22'
PROP.
12" SWR.
22'
1,167 LF
4 EA
4 EA
i271
LF
1 LF
LF
10 EA 1
10 EA
2
2 EA
110 LF
100 LF
160 LF
SOUTH
R/W
so
16'
/ARIES 6' 3'
0' MAX MIN.
2%
CURB &
GUTTER
PROP.
12" WTR.
VARIES
0.5'MIN.
5.5'MAX.
0
Not�f_
2' BENCH
MEANDERING SIDEWALK
EAST
R/W
J.1 1 0.5'
.. .
MEANDERING)•GUTTER SIDEWALK
PROP STORM D-.
21
2' BENCH
ROADRUNNER ROAD
N.T.S. SM SHEET 2 FOR LDDC 81$'I'
AND TYPICAL TRENCH DETAIL
CITY OF FONTANA, CALIFORNIA
AEI�CASC
ENGINEERING SEWER IMPROVEMENT PLANS
937 SOUTH VIA LATA
SUITE 500
COLTON, CA 92324
PH. 909 X83-0101 FAX 909 783-0108
DRAWN BY.
OS
COYOTE CANYON ROAD
� AND ROADRUNNER ROAD
'
SCALE:
AS SHOWN ABOVE
DESIGNED BY:
OSJULY,
DATE:
2005
PREPARED BY: 'C'HRIS D. CUMMINS R.C.E. NO. 41983
EXP. DATE: 3/31108
DATE: �`� 6(o
CHECKED BY:
SBC J. M
APPRO _
��3801
DRAWING NO.:
1
8
CI ENGINE R.C.E. 51152 DATE:
-W�