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1 ALL WORK WITHIN CITY RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA TH Fr x""11 I °'
PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975 INCLUDING LATEST REVISIONS, AND STANDARDH -J `—
SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 1994 EDITION. WORK WITHIN STATE RIGHT-OF-WAY SHALL BE Ick
DONE PER CALTRANS STDS. """
2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE _
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START OF ANY WORK WITHIN THE CITY LIMITS. CONSTRUCTION PERMITS SHALL ALSO BE OBTAINED FROM CALTRANSLAVM L
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FOR WORK WITHIN STATE JURISDICTION.'t L�� Ft L P= p 'u, [E'
3 UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE C°
VITRIFIED CLAY PIPE V.C.P.) VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE
PROVISIONS OF THE ASTM DESIGNATION C700-89 "STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE, EXTRAQ I
STRENGTH, STANDARD STRENGTH, AND PERFORATED" AND TO THE SPECIFICATIONS ENTITLED VITRIFIED CLAY PIPE,
MATERIALS SECTION" PUBLISHED BY THE CLAY PIPE INSTITUTE WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN
%CONFLICT. THE MORE RESTRICTIVE PROVISION SHALL APPLY. ;
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4 THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112 (DIAMETERS
AS SPECIFIED PER THESE PLANS AND CONSTRUCTION NOTES). CONCRETE FOR BASE SLAB SHALL BE CLASS
560-B-3250. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR SHALL BE PER CITY SHEET 5
OF FONTANA STANDARD DETAIL 109. NORTH FRONTAICIS ROAD
—4 I5 ALL STATIONING REFERS TO CENTERLINE SEWER UNLESS OTHERWISE NOTED. O SHEET 3 SHEET I
Vc IHIGHLMD CH .IEL
6 ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR l� I
SETTING MANHOLE RING. ! I 1
7 SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL
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DEFLECTION. C
7-77-77
8 ADEQUATE STAKES SHALL BE SET BY THE ENGINEER .TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO PROJECT
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THE PLAN GRADES. LOCATION
9 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, 2
HYDRANTS IRRIGATION STRUCTURES, ETC. SHOWN ON THESE PLANS OR NOT, WITHIN THE AREA TO BE IMPROVED 1-1 �—
AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S 4 DU.rw Fm tlrtD� ROAD y
RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
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10 "AS- BUILT" PLANS SHALL BE PROVIDED TO THE ENGINEER OF RECORD BY THE CONTRACTOR. THE ENGINEER OF C I 0
RECORD SHALL PROVIDE "RECORD DRAWINGS" TO THE CITY PRIOR TO THE CITY'S ACCEPTANCE OF THE SEWER j
SYSTEM. v
11 THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THE END OF THE BOUNDARY IF THE SEWER _ _ FOOTHILL E IL
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CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER
TERMINAL CLEANOUT.
12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL, WHICH SHALL
INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE
OF DUST CONTROL AFTER THE GRADING UNTIL SUCH ;TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT VICINITY RIAP
PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER
NECESSARY. NOT TO SCALE
13 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS OR
FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND
REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
MONUMENTS WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR
SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO
THAT TIES TO MONUMENTS TS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
14 CITY OF FONTANA UTILITY NOTIFICATION LIST.
CITY OF FONTANA PACIFIC BELL CO.
ATTN.: CARLOS NAVARRO ATTN. VIRGINIA BECKER
8353 SIERRA AVENUE 3939' E. CORONADO STREET
FONTANA, CA 92335 ANAHEIM, CA 92807
(909) 350-6632 (714)' 666-5467
SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
ATTN.: ATTN. JACK HAYES
1981 W. LUGONIA AVENUE 1205 DUPONT AVENUE
REDLANDS, CA 92374 ONTARIO, CA 91761 ImMMUE Ek"GIMI-MIR'STI .
(909) 335-7547 (909) 390-4738
EMERGENCIES (800) 427-2200 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, , T I lr� 1
S0. CALIFORNIA EDISON CO. GENERAL TELEPHONE CO. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS
300 N. PEPPER AVENUE ATTN. STEVE HOCK REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
RIALTO, CA 92376 1400 ` E. PHILLIPS BLVD. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY D JOIN EXISTING MANHOLE
(909) 820-5598 - UNDERGROUND ONTARIO, CA 91766 PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.1940 LF
(909) 875-5100 - TRANSMISSIONS (800).. 422-4133
()CONSTRUCT 15" VCP SEWER
(213) 637-1233 - PIPELINES THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB �3 CONSTRUCT 12" VCP SEWER 2009 LF
(909) 357-6223 - DISTRIBUTION SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL O CONSTRUCT 8" VCP SEWER 125 LF
(800) 422-4133 PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 5 10 EA
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. N0. 112 O
EA
CRAWFORD CANYON MUTUAL FONTANA WATER COMPANY THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE O6 CONSTRUCT 5' WIDE CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 2
WATER CO. ATTN.: MICHAEL J. MC GRAW PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE O7 BORE AND JACK 24" DIA. 3/8" WALL STEEL CASING. SEE DETAIL "A" ON SHEET 2. 43 LF
ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVENUE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
(619) 868-6040 FONTANA CA 92335 O8 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL "B", ON SHEET 2. 166 LF
(909)' 822-2201 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES O INSTALL 8" VCP PLUG 2 EA
(909) 823-5046 - FAX TO THE ENGINEER PRIOR TO THE COMMENCE OF WORK. 10 INSTALL 12" VCP PLUG 1 EA
UNDERGROUND SERVICE ALERT 11 GRADE AND CONSTRUCT PAVMENT PER MANHOLE PAVING DETAIL ON SHEET 4. 6 EA
(800) 422-4133 _
15 THE WALLS AND FACES OF ALL EXCAVATION GREATER; THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY
GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS TRENCHES LESS THAN
FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
MAY BE EXPECTED.
16 THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN
NOT X19 ABOVE FROM CAL/OHSA. .,
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17 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY AND CALTRANS INSPECTORS. CMD DRaWINGS"AVE BEEN'PREPA44Ep,iIV1
PARt. ON B BASIS OF Iwomm-TION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WXL NOT BE
RESPONSI "4 LE FOR ANY ERRORS OR OirtMONS VMICH � .� �
18 THE SOILS ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION AT INTERVALS REQUIREDBY BY THE INSPECTOR. HAVE I NMCCORPORATEDINTOTHEDOCUMENTSAS
FAILURE TO OBTAIN TE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT OF THAT PORTION OF THE WORK ASMU1.TTH EOF C10i
BENCH MARK: C ITYFOPITAINIA, CALIFORNO
`r BASIS OF BEARINGS:
��' CALTRANS BENCHMARK NO. 8-17
UNTIL THAT SPECIFIED DENSITY IS OBTAINED. i
343BRA5 N/OPHIGHLAND AVE.,CONCRET0.2 EMI. W/O SAN
SEVAINE RD. IN SOUTH CONCRETE BASE OF OWER LEG. THE BEARING OF N 0' 17' 40 E,
S.C.F. TOWER 19.5, 2.65 MI. W. ALONG CENTER LINE OF CHERRY AVENUE
19 ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK
TO THE PLAN GRADES. THE CONTRACTOR SHAL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL ? _ HIGHLAND AVE. FROM SIERRA AVE.
/7�og�o3 "� % ELEVATION:__1428.6090 DRAWN BY: SEWER IMPROVEMENT PLANS SCALE:
STAKING DURING CONSTRUCTION. PREPARED IN THE OFFICE OFM.F.
MADOLE AND ASSOCIATES, INC. ��, ; +,DESIGNED: AS NOTED
20 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES,
AND VERIFY THE ELEVATION AND THE LOCATION OF THE INLAND EMPIRE M.F.
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OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR 10601 CHURCH STREET STE. 107 CHECKED: DATE:
LOCATIONS SHOWN ON THE PLANS. RANCHO CUCAMONGA, CA 91730 r ,�. �� .,�;. TITLE H
PHONE (909) 948-1311 `' ` [ ;a 3^3���;tom R.D. JAN. 1999
21 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILIITIES� a*. JOB N0. DWG. N0. SHEET N0.
WETHER SHOWN ON THESE PLANS OR NOT. - `�' ' ���4�- APPROVED G���•�9/91
ENCR s CITY �p �.`_ ``�--� x 126 -964F e� �+
REVISIONS APPROVAL DATE APPROVAL DATE_ MADOLE R.C.E.14814 DATE �'ir fj., CITY ENGINEER R.C.E. 25126 270+ 1 OF 6
PLOT DATE: 01/18/99
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