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Home My WebLink About3727-1SEWER IMPROVEMENT PLANS OALL 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. OWHEN 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 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. OTHE 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. O7 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. OTHE 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. il 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 k 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. Il 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. CONSTRUCTION NOTES: OL (1 CONSTRUCT 4" V.C.P. SEWER LATERAL PER 510.00 LF. CITY OF FONTANA STD. #125. �2 CONSTRUCT 8" V.C.P. EXTRA STRENGTH 213.01 LF. SEWER PIPE. O3 CONSTRUCT -MANHOLE PER CITY OF FONTANA 3 EACH STD. #112. �4 CONSTRUCT 10" V.C.P. EXTRA STRENGTH 2SZ75 LF. SEWER PIPE. O CONSTRUCT CONCRETE ENCASEMENT TO 220 LF. PROTECT THE PIPE STA 0+02— STA 2+20.00. O INSTALL FLAT WYE 3 EACH i ►KPIII? oV1151M5 Oars WEa5 GvN�TRuGTIE r� i KI A.GGOiz[�r►PG� TH 06E i.P ROVE f> PL-AWS' I ` # �, � DIAL two MtitKING BEFORE nAYS BEFORE OF CAI�F� YOU DIG YOU DIG T LL FRU —WO -227-26W 41 C)lWA►W l 1�1� g A PWLIC SERVICE BY UUOERGI SERVICE ALERT REV. REVISION DESCRIPTION 1 � _ TRACT X17513 TITLE SHEET 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 D 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. GIF 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 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 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 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 PRIOR TO PLACEMENT. SALL 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. 470—C-2000 CONCRETE 3" 3" E� 6" 0 6" o o a ° a a° ° 0 3" 3" REBAR #4 Q0 DETAIL "A" CONCRETE ENCASEMENT N.T.S. CITY of F UTILITY NOTIF CITY OF FONTANA ATTN BRIAN WREN 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SO.CALIFORNIA GAS COMPANY ATTN: GREG GASPAR 16231 VALLEY BLVD. (909) 428-8411 EMERGENCIES- (800)427-2200 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. (909) 820-5598—UNDERGROUND (909) 875-5100—TRANSMISSIONS (213) 637-1233—PIPELINES (909) 357-6233—DISTRIBUTION (800) 422-4113 CRAWFORD CANYON MUTUAL WATER CO. ATTN- BILL VANDERKEIFT, JR. (619) 868-6040 UNDERGROUND SERVICE ALERT (800)227-2600 MH#1 TRACT NO. 12608 1 2 3 4 5 6 7 8 9 I DATE_ STREET ONTANA ICATION LIST SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE !2, *0STANDARDS LAS TO BRING THEM INTO CONFORMANCE WITH DATE ENGR ITY DATE STANDARDS IN EFFECT. i i I TRACT 10247 MB 142/15-16 I NOT A PART 1 16 15 17 ( ( 14 13 I ( ` 12 T , I VACAN LAND , { PM NO. 4527, PMB 41/23 Li PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E.CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE ONTARIO, CA. 91761 (909) 390-4738 GENERAL TELEPHONE COMPANY ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA 91766 (800) 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. McDRAW 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 FAX (909) 823-5046 O Qom_ ry JOHN H COLLISTER W A NO 12764 MH#2 ' SHEE 2 MH#3 .' a FOOTHILL BLVD W w ry — s— s— —s —s —s -A--s _ _ s— s— 5— s -S S __--_ — — -- COURT cif w BLACK HAWK O f 1r? 11 r DATE_ STREET ONTANA ICATION LIST SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE !2, *0STANDARDS LAS TO BRING THEM INTO CONFORMANCE WITH DATE ENGR ITY DATE STANDARDS IN EFFECT. i i I TRACT 10247 MB 142/15-16 I NOT A PART 1 16 15 17 ( ( 14 13 I ( ` 12 T , I VACAN LAND , { PM NO. 4527, PMB 41/23 Li PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E.CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE ONTARIO, CA. 91761 (909) 390-4738 GENERAL TELEPHONE COMPANY ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA 91766 (800) 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. McDRAW 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 FAX (909) 823-5046 O Qom_ ry JOHN H COLLISTER W A NO 12764 LijQ Q 3-31-07 �'EXP CIVIL vlt aP 9TF OF SCALE:1 "=80' SHEET INDEX SHEET 1 — TITTLE SHEET SHEET 2 — BLACK HAWK COURT SEWER PLAN BASELINE SITE LOCATION w Q cn c� VICINITY MAP N.T.S. DATUM: CITY OF FONTANA 1967 ADJ P.K. NAIL SOUTH END SOUTH EAST CORNER HARVEY AND OLEANDER ELEV.= 1327.04 BASIS OF BEARING: THE BERING OF N89'45'08"E FOR THE CENTERLINE OF HARVEY DR. PER TRACT NO. 12608, MB 176/76-77 Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA LOREN PHILLIPS & ASSOCIATES SEWER IMPROVEMENT PLAN 22632 GOLDEN SPRINGS DRIVE SUITE 350 DRAWN BY: DIAMOND BAR, CA 91765 S.S. TRACT -NO. 17513 (909) 396-9636 DESIGNED BY: H. K. Date : GS✓ CHECKED BY: P OVE Y DA • -/ ' t H. K. JOHN H. COLLISTER R.C.E. 12764 ?A I CITY ENGINEER R.C.E. - SCALE: 1"=40' DATE: DWG NO.: 3727 2 ST. LijQ Q a FOOTHILL BLVD W w ry o cif w O U VICINITY MAP N.T.S. DATUM: CITY OF FONTANA 1967 ADJ P.K. NAIL SOUTH END SOUTH EAST CORNER HARVEY AND OLEANDER ELEV.= 1327.04 BASIS OF BEARING: THE BERING OF N89'45'08"E FOR THE CENTERLINE OF HARVEY DR. PER TRACT NO. 12608, MB 176/76-77 Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA LOREN PHILLIPS & ASSOCIATES SEWER IMPROVEMENT PLAN 22632 GOLDEN SPRINGS DRIVE SUITE 350 DRAWN BY: DIAMOND BAR, CA 91765 S.S. TRACT -NO. 17513 (909) 396-9636 DESIGNED BY: H. K. Date : GS✓ CHECKED BY: P OVE Y DA • -/ ' t H. K. JOHN H. COLLISTER R.C.E. 12764 ?A I CITY ENGINEER R.C.E. - SCALE: 1"=40' DATE: DWG NO.: 3727 2