HomeMy WebLinkAbout3867-1GENERAL SEWER NO TES.-
1
ES:
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 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 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 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,
DELINEATORS 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 DIVISION
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 WITHOUT
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 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 CONSTRUC77ON SHALL BE REPLACED. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT 77ES 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 77MES
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 CONSTRUC77ON 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 DESIGNA77ON 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 EXIS77NG 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 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 LA7FRAL 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.
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 lMPROVEMENT PLANS
TRACT 16871
C/T Y OF FONTANA UTIL /T Y NO TIF/CA TION L/ST
CITY OF FONTANA ADELPHIA (CABLE TV)
ATTN: BRIAN WREN
ATTN.- JACK HAYES
8353 SIERRA AVENUE 1205 DUPONT AVENUE
FONTANA, CA 92335 ONTARIO CA. 91761
(909) J50 -66J2 '
(909) 390-4738
SO. CALIFORNIA GAS COMPANY
ATTN. JACK JARVIS VERIZON
16231 VALLEY BLVD. ATTN.- JERRY PAUBEL
FONTANA, CA. 92335 1400 E. PHILLIPS BLVD.
(909) 428-8411 POMONA, CA. 91766
EMERGENCIES. (800) 427-2200
(909) 469-6327
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE. FONTANA WATER COMPANY
FONTANA, CA. 92335 ATTN. MICHAEL J. McGRAW
(909) 820-5598 - UNDERGROUND 8440 NUEVO AVENUE
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 - PIPELINES FONTANA, CA 92335
909 357- 6233 - DISTRIBUTION -
( ) TEL. (909) 822-2201
CRAWFORD CANYON MUTUAL WATER CO. FAX. (909) 823-5046
ATTN: BASIL J. FABRIZIO
(909) 463-9580 WEST VALLEY WATER DISTRICT
WEST SAN BERNARDINO WATER ATTN. LON TSAI
UNDERGROUND SERVICE ALERT 855 W. BASELINE ROAD
(800) 422-4133 RIALTO, CA 92377
SBC SAN GABRIEL VALLEY
A TTN: JAMES ZIELINSKI MUNICIPAL WATER DISTRICT
1265 N. VAN BUREN STREET ATTN. DAVE JOHNSON
SUI TF 180 549 EAST SIERRA MADRE AVENUE
ANAHEIM, CA 92807 AZUSA, CA. 91702-1299
(714) 666-5415 P.O. BOX 1299
(909) 969-7911
PRIVATE ENGINEER'S NOT/CE 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 RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
BILITY 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 CONDITIONS.
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.
M.WD. CONS TRUC T/ON NOTES.-
1.
OTES.1. NOTIFY MR. JOE MIRONE OF M. W.D. 'S WATER SYSTEM OPERATIONS GROUP,
TELEPHONE (909) 776-2664, AT LEAST TWO (2) WORKING DAYS ( MONDAY
THROUGH THURSDAY ) PRIOR TO ANY WORK IN THE VICINITY OF M. W.D. 'S
FACILITIES AND RIGHT-OF-WAY.
2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM
4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER,
EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED
CATERPILLAR 657E OR 666B SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED
THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE.
J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE
USED OVER THE PIPELINE MUST BE SUBMITTED FOR M. W. D. 'S REVIEW AND
APPROVAL AT LEAST 30 DAYS PRIOR TO CONSTRUCTION.
4. ALL M. W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY
CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M.W.D. FACILITY MUST
BE MODIFIED TO ACCOMODATE THE CONSTRUCTION, THE FACILITY
SHALL BE MODIFIED BY M. W.D. FORCES.
LEGEND
A. C.
ASPHAL T7C CONCRETE
B. C.
BEGIN CUR VE
B. VC.
BEG. VER 77CAL CURVE
B. W.
BACK SIDEWALK
C.B.
CA TCH BASIN
C.L.
CENTERLINE
E. C.
END CURVE
E.P.
EDGE PA VEMENT
E. G.
EDGE GRADE
E. VC.
END VERTICAL CURVE
F.L.
FLOW LINE
F. S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
0. C.
ON CURI/E
P. E. =645. 0
PAD ELEVA 77ON
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
P. C. C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE E
R/'W
RIGHT OFWA Y
TAN.
TANGENT
T. C.
TOP OF CURB
W
WIDTH
V
VER 77CAL DEP 7H
(590.69)
INDICATES EXIS77NG ELEVA 77ON
590.69
INDICATES PROPOSED ELEVA 77ON
`._..=
INDICATES SLOPE 2:1
REMOVE PLUG AND JOIN EXISTING
AC PA VEMENT
1 EA
REMOVAL
MADOLE AND ASSOCIATES, INC.
GRIND
EDGE OF PA VEMEN T
REV I REVISION DESCRIP77ON
9464COR40 VRAWIA165
TRA C T 16870
- -f
t Jl IP,
SO, CAYY I
t
_
.,r,......__.�....�..r......i.,�-, ,. .....ti •-t1--•._,,..'�..
'..
.4�
lc
FAN -PALM-S7REET�(PR/DATE
! � U
2 8 8 ? 10 ; 11 12 13 ! 14 i 1.S 1Q 17
{
; €}, ! MH 3 ;MH
J
-".. � ' • .......�-'r ea eaaa.sd r. s rw.e. i ' — � I � I � � J'
1 28 i 27 ' 2Q 25 f t ` 20 I 18 i8 L j 1 )
33 42
31 1 28 ; , : 24 ; 23 22 , 21 1 W {
Xz
N
IV
10V
loomV
i�.'
77
TRA C T 16869 TRA C T 17041
PR/VA TE
RECREA TION
ti
6" MIN.
0 MAX
6" MAX. SIZE ,
NATIVE SOIL
COMPACTED 909'
INDEX MAP
SCALE. • 1" = 750'
TABLE: 200-1.2 [A]
SIEVE SIZE
PERCENTAGE
PASSING
SIEVES
1 112
CITY OF FONTANA STD. DWG. NO.
1
ALONG THE CL SUMMIT AVE
J14
100
112"
90-100
J18
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
3" MAX. SIZE NATIVE
SOIL COMPACTED 959'
6" MIN.
10 MAX.
N
1:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
1 " MAX. SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 909'
8" V.C.P. a ..
10' OR DEEPER USE 1/2"CL
o 0
CRUSHED STONE BEDDING p
PER STD. SPECS FOR PUBLIC As
WORKS CONSTRUCTION TABLE
200 1.2 [A] SHOWN
TYP. BEDDING FOR 8" VCP
LESS THAN 10' DEEP
NTS
DA 7F ENGR. CITY DA 7E
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE 141THIN 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.
PA. 1 10 V I blit-lq
CONS TRUC TION NOTES
VICINITY MAP
NOT TO SCALE
QUANT/ TIES
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER 854 LF
2O
CONSTRUCT PRECAST CONCRETE MANHOLE PER
4 EA
BRASSCAP IN THE CONCRETE BASE OF
CITY OF FONTANA STD. DWG. NO.
112 ( 0=48"
ALONG THE CL SUMMIT AVE
O3
INSTALL 4" V.C.P. SEWER LATERAL
PER
442 LF
CITY OF FONTANA STD. DWG. NO.
125
4O
INSTALL BACKWATER VALVE DEVICE
23 EA
O5
REMOVE PLUG AND JOIN EXISTING
8" V.C.P. SEWER
1 EA
NOTES.•
1. TRENCH WIDTH SHALL BE CON7ROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEP 7HS OF GREA 7FR 7HAN 5'
SHALL HAVE ADEQUA 7E SHORING.
J. CLASS Y AGG. BASE ALL TRENCHES
LESS TVAN 100' IN LENGTV.
4. COMPACTION SHALL BE 909' IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
7RENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
5. THE SEWER PLUMBER TO VERIFY 7HE
UL 77MA 7E BACKFLOW PRE VEN77ON VA VE
LOCA 77ON WI7N JOB SUPERINTENDENT.
R/W 3' min.
WATER LINE—
CL ST
3' min.
i� SEWER LA TERAL
5] min.( ,,
M
W
J
V
O
O
io
SEWER LINE
— I — f _t
R/W 7i/ WATER SERVICE METER
TYPICAL SEINER LATERAL &WATER SERV/CE DETAIL
NO 7E.-
LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE
NOT BEEN APPROVED, LOCAL STORM DRAIN LINE AND LATERAL CONNECTIONS
MAY CHANGE UPON CITY FIRE REVIEW OF TENTA77VES ONCE THEY ARE
FORMALLY SUBMITTED FOR CITY REVIEW.
BENCH MARK: # 8-17
BASIS OF BEARINGS.-
EARINGS.BRASS
BRASSCAP IN THE CONCRETE BASE OF
THE BRG. N089'59'31 "E
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 MI WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVAINE RD., 2.65 MI WEST
AS SHOWN ON 7R NO.
16427-1, M.B. 296/7-11.
OF SIERRA AVE.
ELEVA 770N. # 1428.609
Prepared Under The Supervision Of
QROF/0y�,_
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
Z
3 No. 36637 c
rn
760-A ROCHESTER A VENUE
* Exp: 06-30-06
ONTARIO, CA 91761
PHONE (909) 937-9151
��9TFCIVI\-�����
ofcAk-
Date B
RCE 36637 EXP. 6-60-66
WENDELL L. I WA TSURU
NOT TO SCALE
RECORD DRAWING D
CIV11..��
oFCHU AKER & ASSOCIATES
Z900 AMSMIE. A -LS, RNMIDE, CA. 9254
(95I 352-7700
C/T Y OF FONTANA, CAL/FOI�N/A
SEWER IMPROVEMENT PLANS
DRA WN BY SCALE
CV TI TLE SHEET AS SHOWN
DESIGNED BY PYA C T 16871 DA TF
CFB OCT 2005
CHECKED BY APP B . DRAWING NO.
f 1
SCL ,j. M 3867 CITY ENGINEER .E. 5115 DATE 2
J:\126-2003\sewer\sew0l.dwa. 12/8/2005 8:42:48 AM. Gerrv. Gem