HomeMy WebLinkAbout3853-11. 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 SPECIFICATIONS
AND STANDARDS SHALL BE THE LATEST EDITION 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 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 TO 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 CALTRAN$. 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
THEAPPROPRIATE 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 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.
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 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.
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 DEPOSITED 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.
3
22.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
-n
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
V) WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
0
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
i
Li 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
v
IL TO MATCH EXISTING CONCRETE.
0
-6, 0 (n BASIS OF BEARINGS: LEGAL DESCRIPTION:
TACT 16290--J2
GRAPHIC SCALE
150 0 75 150 300
1 " = 150'
tSTORM DRAIN IMPROVEMENT PLANS
TJ-?
, a fo`!T lf 10�1 SHEET INDEX
oe-
1
2
3
4
5
6
7
8
9
10 11
(909)
875-1804
BEGINNIN G OF CURVE
CONSTRUCTION
RIALTO, CA 92377
ESTIMATE
BOTTOM
12
CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF
CENTERLINE
BOT.
ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
SEWER
CITY OF FONTANA
1 "=150'
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR UTILITY PURVEYORS
APPROVAL OT HE CITY ENGINEER.
1:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
1 TITLE SHEET/VICINITY - MAP/INDEX MAP.
2 LINE "C-7" PLAN AND PROFILE.
3 LAT. "A", LAT. "B", CP "B-1 "
CP "B-2", CP "B-3" PLAN AND PROFILE.
4 CP "C- 7A ", CP "C -7B ", CP 'OC -7C')) CP "'C -7D".
5-11 STANDARD DETAILS.
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
N
90% COMPACTED NATIVE_
BACKFILL 6" MAX SIZE
6" MIN. _
8" MIN.
NP/N,
STORM DRAIN
PIPE
GRANULAR BEDDING FROM SELECTED z m
TRENCH SIDE MATERIAL FOR PIPE 10' o
OR GREATER IN DEPTH USE 112 w
CRUSHED STONE BEDDING °Q
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING
3. CLASS 11 AGGREGATE BASE ALL TRENCHES
LESS THAN 100 FEET IN LENGTH
3 " MAX. SIZE
NATIVE SOIL
COMPACTED 95%
GRANULAR BEDDING
FROM SELECTED
TRENCH SIDE
MATERIAL
(1 " MAX SIZE)
NOTES:
COMPACTION SHALL BE 90% IN ALL ZONES
UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY
SHALL CONFORM TO CAL -OSHA REQUIREMENTS
TRENCH DETAIL
N.rs.
1 -0 99;Q1 I
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES,
WATER
WEST VALLEY WATER DISTRICT
ATTENTION:
LUN TSAI
APWA
AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY OF APPROVAL OF
855 W. BASELINE
TELEPHONE:
(909)
875-1804
BEGINNIN G OF CURVE
CONSTRUCTION
RIALTO, CA 92377
ESTIMATE
BOTTOM
BC
CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF
CENTERLINE
BOT.
ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
SEWER
CITY OF FONTANA
ATTENTION:
BRYAN
WREN
CIL
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
18" RCP (D -LOAD PER PROFILE)
8353 SIERRA AVE.
TELEPHONE:
(909)
350-6632
C.L.
IMPROVEMENTS, THE CONTRACTOR SHALL NOT NOTIFY THE ENGINEER AND ALL
FONTANA, CA 92335
CUBIC FEET PER SECOND
�
CFS
AFFECTED AGENCIES IMMEDIATELY.
ELECTRIC
SOUTHERN CALIFORNIA EDISON
COMPANY ATTENTION:
JEFF BURT
DIP
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
CONSTRUCT
800 W. CIENEGA AVENUE
TELEPHONE:
(909)
592-3737
ELEV.
BEEN PLACED, INSPECTED AND APPROVED.
SAN DIMAS, CA 91773
EC
O
CONSTRUCT
36" RCP (D -LOAD PER PROFILE)
212
L. F.
EXIST.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
GAS
SOUTHERN CALIFORNIA GAS COMPANY ATTENTION:
STEVE
ROBLES
GB
TO PLACEMENT.
O
16231 VALLEY BOULEVARD
TELEPHONE:
(909)
428-8407
450.00
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
FONTANA, CA 92335
450.00
PRIOR TO PLACEMENT.
O
CONSTRUCT
MANHOLE PER APWA STD. DWG. N0. 322-1
3
INT.
31. ALL MANHOLES, CLEANOUT FRAMES,COVERS AND VALVE BOXES SHALL BE RAISED TO
TELEPHONE
VERIZON
ATTENTION:
FRANK
ANGUSTAIN
INV.
FINISHING GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
O
16071 MOJAVE DRIVE, BLDG. B
TELEPHONE:
(760)
245-0330
M.H.
P.E.
32. UPON COMPLETION OF CON STRUCTI ON, CONTRACTOR SHALL RESTORE ALL SIGNING,
VICTORVILLE, CA 92392
PRC
STRIPING, BARRICADES,AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
O9
CONSTRUCT
LOCAL DEPRESSIONS AT CATCH BASIN CASE A PER APWA STD. PLAN
313-1.
8
PVC
OF THE CITY TRAFFIC ENGINEER.
CABLE
ADELPHIA COMMUNICATIONS
ATTENTION:
LEWIS
MCDONALD
P/L
33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
� p
1500 S. AUTOCENTER DRIVE
TELEPHONE.
(909)
975-3343
PROP.
OF RECORD,WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
CONSTRUCT
ONTARIO, CA 91761
5
EA.
PUBLIC UTILITY EASEMENT
PUE
CONSTRUCT
JUNCTION STRUCTURE PER APWA STD. PLAN 331-2
1
EA.
REINFORCED CONCRETE PIPE
RCP
34 MINIMUM D -LOAD FOR ALL RCP IS 1350-D.
--
RIGHT OF WAY
R/W
'0 BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
.v THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, MERIDIAN, COUNTY OF SAN BERNARDINO.
c: AS SHOWN ON AMENDING MAP OF TRACT NO. 13750,
i E FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH'
rn 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
rn RECORDER OF SAN BERNARDINO COUNTY, BEING
NT
, ' a BENCH MARK:
1-110
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
i Q INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
o cn SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
EFEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
Z a ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
c'0 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
v ; MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
o NAVD 88 - 1508.56 (FEET)
AAA AAA AA
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
26COf2p DK/AW//,/(9
OWNER/DEVELOPER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
DATE I ENGR. I CITY I DATE
//11710,5
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fax: (714) 630-1916
QpoFt / ,� s
�p TORq y/ STD.
sra.
��.o6 68 :0sr.sc
N
Q �r EXP. 30 * W
Q,. WS
OF CAL��
SEAL -ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
QROFESS/pNq�
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL F
N y�
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w ARIC M. TORREYSON m
o. 66068
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING NExp. 06-30-06
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN '9�F clvt�
OF C
EFFECT.
CHERRY
AVENUE
SUMMIT ,I
AVENUE
ffAk
ml I:* :[l
SITE LOCATION
COYOTE CANYON
ROAD
r
�P
CD
ROAD CREEK
- DUNCAN CANYON
ROAD
VICINITY MAP
N. T. S.
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.
ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER AS,$LIMES
......:....
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 COMPAIV05 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-.
AMERICAN PUBLIC WORKS
...,.,....,..".��
INCLUDED IN THE OTHER ITEMS OF WORK.
ASSOCIATION
BEGINNIN G OF CURVE
CONSTRUCTION
NOTES
ESTIMATE
BOTTOM
CENTERLINE
CENTERLINE
O
CONSTRUCT
18" RCP (D -LOAD PER PROFILE)
471
LF.
CENTERLINE
CUBIC FEET PER SECOND
2O
CONSTRUCT
24" RCP (D -LOAD PER PROFILE)
226
L. F.
DUCTILE IRON PIPE
O
CONSTRUCT
30" RCP (D -LOAD PER PROFILE)
123
L. F.
ELEVATION
END OF CURVE
O
CONSTRUCT
36" RCP (D -LOAD PER PROFILE)
212
L. F.
EXISTING
GRADE BREAK
O
CONSTRUCT
48" RCP (D -LOAD PER PROFILE)
177
L.F.
INDICATES EXISTING CONDITION
INDICATES PROPOSED CONDITION
O
CONSTRUCT
MANHOLE PER APWA STD. DWG. N0. 322-1
3
EA.
INTERSECTION
INVERT
O
CONSTRUCT
CATCH BASIN PER APWA STD. PLAN 300-2.
11
EA.
MANHOLE
PAD ELEVATION
O9
CONSTRUCT
LOCAL DEPRESSIONS AT CATCH BASIN CASE A PER APWA STD. PLAN
313-1.
8
EA.
POINT OF REVERSE CURVATURE
POLY VINYL CHLORIDE
� p
CONSTRUCT
CONCRETE FLARED END SECTION PER CALTRANS STD. PLAN D94B.
1
EA.
PROPER LINE
PROPOSED
1 1
CONSTRUCT
MONOLITHIC CATCH BASIN CONNECTION PER APWA STD. PLAN 308-1.
5
EA.
PUBLIC UTILITY EASEMENT
12
CONSTRUCT
JUNCTION STRUCTURE PER APWA STD. PLAN 331-2
1
EA.
REINFORCED CONCRETE PIPE
RIGHT OF WAY
13
CONSTRUCT
MANHOLE PER APWA STD. PLAN 321-1.
2
EA.
SEWER LINE
STANDARD
14
CONSTRUCT
TRANSITION STRUCTURE PER APWA STD. PLAN 340-1.
1
EA.
STATION
STORM DRAIN LINE
15
CONSTRUCT
CONCRETE COLLAR PER APWA STD. PLAN 380-3.
2
EA.
STREET STATION
16
CONSTRUCT
12° CONDUCTOR TUBE PER WVWD STD. W-23.
11
EA.
TOP OF CURB
WATER LINE
17
CONSTRUCT
1/4 TON RIP -RAP (T=3.0') WITH GRAVEL OVER MIRAFI BLANKED OR
EQUAL.
2.1
CY.
WATER SURFACE
18
CONSTRUCT
LOCAL DEPRESSIONS AT CATCH BASIN CASE B PER APW,4 STD. PLAN
313-1.
3
EA.
AEl,lCASC I
E! -,1 I! -i E E R I 1-Q 7J DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
PREPARE. ARIC TORREYSON R.C.E. N0. 66068
EXP. E: 6-3 6 CHECKED BY..
DATE: ,� A.M.T.
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
TRACT 16290-1 SCALE:
STOR DRAIN IMPROVEMENTS AS SHOWN
�` DATE:
TITLE SHEET -,JUNE 2005
P VED DRAWING NO.: t
3853 11
CITY ENGINEER R.C.E. 51152 DATE ' r