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DWG. No. 2931
SHEET 4 OF 4
CONS TRUC TION NO TES
QUANTI TiES
�1 - INSTALL 8" EXTRA STRENGTH V. C.P. SEWER.
2a CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA
STD. DWG. NO. 112 (ID= 48'9.
O3 _ INSTALL 8" PLUG.
4�— INSTALL SEWER CLEANOUT PER CITY OF FONTANA STD. DWG. NO. 900¢,
'�I NC)tLL L . 1 WA.TGu2u I/�����
�t•C,L 3GGS7 SCP 30 -12 RECORD DRAWING
1V1Q00LE tj ASSOGl^TE& INC.
01302 P 1 TTSSLI RGI -4 AVP-. SU I T5 230 THESE RECORD DRAWINGS KAVE BEEN PREPARED, IN
12,p.N q -+O CU ClbN10JV G�. C� . � 17301 PART' ON THE BASIS OF INF'. ��n�IAT!ON COMPILED AND
1 FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
PIPONE" I �9 O C6 4 61 6322- RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS.AS
A RESULT THEREOF.
48 LF
1 EEA �0FESS/I �.
�/LV��Y L. I�i�gF��
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1 EA �, ` �° rn
to C' ',CC (137 � �
1 EA & ,o EXE'. * 1
SEWER IMPROVEMENT PLAN
TRACT No. 17824
C/TY OF FONTANA
GENERAL SEWER N TE :
O S
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
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 RESOLV
ED 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 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE-
LOPMENT 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 CALIFORN/A MANUAL OF TRAFFIC CONTROLS, LATEST
NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6 IT SHALL BE T
HE RESPONSIBILITY OF TH
E CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7 THE CONTRA T R HA
C 0 S LL OBTAIN A P R lT T P
E M D ERFORM EXCAVATION OR TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION
OF INDUSTRIAL SAFETY.
8 THE WALLS AND FA
CES 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 XIST F
E S OR 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 TH LOCAT
E IONS OF UTILITIES SHOWN V
HA E 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 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 MAIN VALVES WITHOUT
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.
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 SURVEY CONTROL, 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 FDR 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
DOWN STREAM 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 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 FACILI TIES, 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 . .
DIC7.�LE � T
TOLL FREE ��l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV I REVISION DESCRIP_TTOIV:-� ' . I DATE I ENGR. I CITY I DATE
FZ�COIeD DRAWl)Vry
0
0
O
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 29' 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
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 COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
OLD HIGHLAND AVENUE
j SO. HIGHLAND A VENUE
SITE
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2
WALNUT A VENUE
VICINITY MAP
N. T.S.
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TRACT BOUNDARY
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38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ";
CiT Y OF FONTANA UT/LiT Y NO TIFICA TION LIS T
CITY OF FONTANA
ATTN: BRIAN WREN
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350- 6632
SO. CALIFORNIA GAS COMPANY
ATTN. JACK JARVIS
16231 VALLEY BLVD.
FONTANA, CA. 92335
(909) 428-8411
EMERGENCIES• (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92335
(909) 820-5598 - UNDERGROUND
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 - PIPELINES
(909) 357-6233 - DISTRIBUTION
CRAWFORD CANYON MUTUAL WATER CO.
ATTN. BASIL J. FABRIZi0
(909) 463-9580
WEST SAN BERNARDINO WATER
UNDERGROUND SERVICE ALERT
(800) 422-4133
SBC
A TTN JAMES ZIELINSKI
1265 N. VAN BUREN STREET
SUI TE 180
ANAHEIM, CA 92807
(714) 666-5415
METROPOLi TAN WA TER DISTRICT
WA TER SYSTEM OPERA 77ON GROUP
A TTN.• JOE MIRONE
(909) 776-2664
TABLE: 200-1.2 lAl
SIEVE SIZE
PERCENTAGE
PASSING
SIEVES
1 1 2
B. V. C.
1
.
3 4
100
1 2
90-100
3 8
20- 60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
6" MIN.
10
6" ,
NATIVE SOIL
COMPACTED 909
P. V. C. MAIN
10' OR DEEPER USE 1/2"
CRUSHED STONE BEDDING
PER STD. SPECS FOR PUBLIC
WORKS CONSTRUCTION TABLE
200 1.2 [A] SHOWN 1/0,
ADELPHIA CABLE TV
(
ATTN JACK HAY S
E
1205 DUPONT AVENUE
ONTARIO, CA. 91761
(909) 390-4738
VERIZON
A77"N' STEVE HOCK
1400 E. PHILLIPS BLVD.
POMONA, CA. 91766
(909) 469-6327
FONTANA WATER COMPANY
ATTN: MICHAEL J. McGRAW
8440 NUEVO AVENUE
FONTANA, CA 92335
TEL: (909) 822-2201
FAX.• (909) 823-5046
WEST VALLEY WATER DISTRICT
ATTN: LON TSAI
855 W. BASELINE ROAD
RiAL TO, CA 92377
(909) 875-1804
SAN GABRIEL VALLEY
MUNICIPAL WATER DISTRICT
ATTN: DAVE JOHNSON
549 EAST SIERRA MADRE AVENUE
AZUSA, CA. 9 1 702-1299
P.O. BOX 1299
(909) 969-7911
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
3" MAX. SIZE NATIVE
SOIL COMPACTED 959'
6" MIN.
10 MAX.
1:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
1 " MAX. SIZE
� SELECTED NATIVE
BEDDING COMPACTED
TO 909
N
CLO
—+ —
TVP. BEDDING FOR 8" PVC
LESS THAN 10' DEEP
NTS
CIVIL ENGINEER CONTACT PERSON:
MADOLE & ASSOCIATES
DA i /ID JENKINS
(909) 937-9 1 5 1 EXT. 1 1 9
SHOULD CONS TRUC TiON OF THE REQU/RED IMPROVEMENTS
NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH /N A
DIL/GENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
1 1 1 1 II
III III I I III iI L--_---_---�I I
III III III 1 I I I _----- —
I I I II I 11 1 1i Il
I I I II I 1I i III
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� � I I I 17-r,� J�yJ. �F'Jfi� � I �T I CT I BOU DA I Y / III ;
INDEX MAP
NOT TO SCALE
PRI VA TE ENGINEER'S NOTICE TO CONTRA C TORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY
FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT THIS
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER
PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER
OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDI TIONS.
CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC.
LEGEND
A. C.
ASPHAL 77C CONCRETE
B. C.
BEGIN CUR VE
B. V. C.
BEG. VER77CAL CURVE
B. W.
BACK SIDEWALK
C.B.
CATCH BASIN
C.L.
CENTERLINE
E. C.
END CURVE
E. P.
EDGE PA VEMENT
E. G.
EDGE GRADE
E. V. C.
END VERTICAL CURVE
F.L.
FLOW LINE
F. S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
0. C.
ON CURVE
P. C. C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
R/W
RIGHT OF WA Y
TAN.
TANGEN T
T. C.
TOP OF CURB
W
WID TH
V
VERTICAL DEPTH
(590.77)
INDICA TES EXISTING ELEVA TION
590.77
INDICA TES PROPOSED ELEVA T70N
- -,
INDICA 7ES SLOPE 2. 1
AC PA VEMENT
®
REMO VAL
®
GRiND
�//
EDGE OF PA VEMENT
BENCH MARK: #S B. CD. SPSN-00534 BASIS OF BEARINGS:
INE' BASIS OF BEE WGS MR THiS MAP IS THE
WAR N/W CAR,NER HnHMO & S1 W SEVAWE NORTH UNE OF THE AMME45T 0WRO? OF
AVES�, 343 FT. N OF W"D, 02 AK W OF SECTION 35, TOWNSHP 1 NOIRM, RANGE 6 *ES'T,
SMI SEVNN& IN S CONC. BASE OF &C.E: 70M SAN � MDMW, SHOWN AS 7V 89- .%9'
I 265 All. W ALONG HX�ILAND AVE RW 56' W ON MAU NAP Na. 1607 , RU D AV BOW
SOM AVE 281, PAGES 69 THROUGH 72, lACL,GW OF MVS$
ELEVA TION: # 1, 428.6090 /a�•,ro WS OF SAN MaMMAV COMM.
SEWER MAIN
SEWER LATERAL
�� SEWER MANHOLE
�— SEWER CLEANOUT
W WATER MAIN
------- FIRE LINE
CI� FIRE HYDRANT
� IRRIGATION METER
Kir
rr�
`� r
Prepared Un der The Supervision Of : CITY OF FONTANA, CAL /FO I �N/A
°PRS F SEWER IMPROVEMENT PLANS
�� ��� ��Sy6� MA D O L E 1455 AUTO CENTER DRIVE
G - SUITE 200 DRAWN BY SCALE
w 3 No. 36637 C X & ONTARIO, 93 91151 DM TRACT NO. 17824 AS SHOWN
909.937.9151
* Exp: 06-30-08 * Engineering Communities for Life www.madoleinc.com DESIGNED BK TI TLE EET DATE
s�qT CIV , � ���� EF � JULY, 2006
FCFCq`tF0 Date - ! CHECKED BY APP OVED , • D DRAWING NO. -
RCE 3 EXP. 6- O- 8 D�1 �, M . -� T 4188
WENDELL L. IWA TSURU � C TY ENGI ER R. C.E. 51152 DATE 1
J:\142-19901sewetlSewer0l .dwa. 3/15/2007 9:47:16 AM. Dawn