The URL can be used to link to this page

Home My WebLink About2967-1GENERAL NOTES 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 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 CALTRANS. 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 THE APPROPRIATE 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 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 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. 22 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. 23 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. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. 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. 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34 MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350. NTS uxa � ri5i��a �O CITY OF FONTANA NOTES: A7 1�k LF r, ?A9jj ADEQUATE SHORINGV=I RCP — D LOAD PER PROFILE. 8353 SIERRA AVENUE 3939 E.CORONADO STREET 33 FONTANA, CA 92335 INDEX MAP NTS PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: 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 WORK. VICINITY MAP NTS 1:1 �O CITY OF FONTANA NOTES: A7 1�k LF r, OR ADEQUATE SHORINGV=I RCP — D LOAD PER PROFILE. 8353 SIERRA AVENUE 3939 E.CORONADO STREET 33 FONTANA, CA 92335 ANAHEIM, CA 92807 1. TRENCH WIDTH SHALL BE CONTROLLED (909) 350-6632 (714) 666-5467 42" SO. CALIFORNIA GAS COMPANY TO TOP OF PIPE ZONE. LF ATTN. ALAN KESELOFF 90% COMPACTED 1 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 1205 DUPONT AVENUE FONTANA, REMOVE EXISTING RCP.Z NATIVE BACKFILL ONTARIO, CA. 91761 TRENCHES (909) 335-7781 �fi DUNCAN � 3. CLASS II AGG.BASE ALL MANHOLE PER APWA STD 322-1 ON SHEET 5). 1 CYN. RD. w GRANULAR BEDDING FROM / ATTN: JAIME AMESZCUA �pFESS /p OnWt, CA 91761 Q Oe NIE� Nq� F 7951 REDWOOD AVENUE � \ (1 MAX. SIZE). FONTANA, CA. 92335 mQcy CONSTRUCT UNDERGROUND"' C66388 z Uj X820;5598 (909) X820 5137 �"TRANSM15SIONS EXP �t •41,0 w W Z ui a (909,:);357-6589 :DISTRIBUTION w Q \� of CRAWFORD CANYON;MUTUAL WATER CO. o��C/Ii1"OJr— FONTANA WATER COMPANY U ATTN: AL KROHN W N ui 8440 NUEVO AVENUEBENCH w SUMMIT AVENUE FONTANA, CA 92335 MARK: No. 615 UNDERGROUND SERVICE ALERT (909) 822-2201 EXT. 323 RAILRQAD Zo m FAX. (909) 823-5046 ❑F CITRUS AVE. AND L❑S CECR❑SAVF.. iN P❑WFR P❑LE N❑. 9011E PROJECT w z Q LOCATION N 0 Q ST U J U w_= �11A w KE PARKWAY w ZONES UNLESS OTHERWISE SPECIFIED. a III = m TRENCH STABILITY SHALL CONFORM AVENUE NHIGHLAND Q III 30 TO CAL -OSHA REQUIREMENTS. 2 w w — IIIOVI/ - w m m BA ELINE 0.6'D' STORM DRAIN PIPE AVENUE GRANULAR BEDDING FROM SELECTED VICINITY MAP NTS CITY OF FONTANA UTILITY NOTIFICATION LIST 1:1 SLOPE OR GREATER CITY OF FONTANA NOTES: A7 1�k LF r, OR ADEQUATE SHORINGV=I RCP — D LOAD PER PROFILE. 8353 SIERRA AVENUE 3939 E.CORONADO STREET 33 FONTANA, CA 92335 ANAHEIM, CA 92807 1. TRENCH WIDTH SHALL BE CONTROLLED (909) 350-6632 (714) 666-5467 42" SO. CALIFORNIA GAS COMPANY TO TOP OF PIPE ZONE. LF ATTN. ALAN KESELOFF 90% COMPACTED 1 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 1205 DUPONT AVENUE FONTANA, REMOVE EXISTING RCP.Z NATIVE BACKFILL ONTARIO, CA. 91761 TRENCHES (909) 335-7781 (909) 390-4736 EXT. 3055 3" MAX. SIZE EMERGENCIES: (800) 427-2200 3. CLASS II AGG.BASE ALL MANHOLE PER APWA STD 322-1 ON SHEET 5). 1 MADOLE AND ASSOCIATES, INC. LESS THAN 100' IN LENGTH. GRANULAR BEDDING FROM / ATTN: JAIME AMESZCUA �pFESS /p OnWt, CA 91761 SELECTED TRENCH SIDEMATERIAL Oe NIE� Nq� 11 7951 REDWOOD AVENUE ��' ��`' # F (1 MAX. SIZE). FONTANA, CA. 92335 mQcy CONSTRUCT UNDERGROUND"' C66388 z LA(909) X820;5598 (909) X820 5137 �"TRANSM15SIONS EXP �t •41,0 (213,) ,637-1233 f `PIPELINES `s'�q CIV1�- (909,:);357-6589 :DISTRIBUTION (800),_227-2600 CRAWFORD CANYON;MUTUAL WATER CO. o��C/Ii1"OJr— FONTANA WATER COMPANY ATTN bBILLdVAND�KIEFT, JR. ATTN: AL KROHN ui 8440 NUEVO AVENUEBENCH FONTANA, CA 92335 MARK: No. 615 UNDERGROUND SERVICE ALERT (909) 822-2201 EXT. 323 RAILRQAD Zo (800) 227-2600 FAX. (909) 823-5046 ❑F CITRUS AVE. AND L❑S CECR❑SAVF.. iN P❑WFR P❑LE N❑. 9011E III J NOTE: COMPACTION SHALL BE 90% IN ALL w_= w ZONES UNLESS OTHERWISE SPECIFIED. a III = m TRENCH STABILITY SHALL CONFORM III 30 TO CAL -OSHA REQUIREMENTS. — IIIOVI/ - w m 0.6'D' STORM DRAIN PIPE GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIRE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. TRENCH DETAIL CITY OF FONTANA UTILITY NOTIFICATION LIST QUANTITIES (Dl --INSTALL CITY OF FONTANA PACIFIC BELL CO. A7 1�k LF r, ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER RCP — D LOAD PER PROFILE. 8353 SIERRA AVENUE 3939 E.CORONADO STREET 33 FONTANA, CA 92335 ANAHEIM, CA 92807 470 (909) 350-6632 (714) 666-5467 42" SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) LF ATTN. ALAN KESELOFF ATTN: JACK HAYES 1 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, REMOVE EXISTING RCP.Z FONTANA, CA. 92335 ONTARIO, CA. 91761 7N (909) 335-7781 (909) 390-4736 EXT. 3055 SHEET 4). 3 EMERGENCIES: (800) 427-2200 a—CONSTRUCT MANHOLE PER APWA STD 322-1 ON SHEET 5). 1 MADOLE AND ASSOCIATES, INC. SO. CALIFORNIA EDISON COMPANY CONSTRUCT 760-A S. Roc wdwAvenue ATTN: JAIME AMESZCUA �pFESS /p OnWt, CA 91761 (909) 357-6581 Oe NIE� Nq� 11 7951 REDWOOD AVENUE ��' ��`' # F (ON SHEET 4). 1 FONTANA, CA. 92335 mQcy CONSTRUCT UNDERGROUND"' C66388 z LA(909) X820;5598 (909) X820 5137 �"TRANSM15SIONS EXP �t •41,0 (213,) ,637-1233 f `PIPELINES `s'�q CIV1�- (909,:);357-6589 :DISTRIBUTION (800),_227-2600 CRAWFORD CANYON;MUTUAL WATER CO. o��C/Ii1"OJr— FONTANA WATER COMPANY ATTN bBILLdVAND�KIEFT, JR. ATTN: AL KROHN (619) 8667'.-4-§-94 8440 NUEVO AVENUEBENCH FONTANA, CA 92335 MARK: No. 615 UNDERGROUND SERVICE ALERT (909) 822-2201 EXT. 323 RAILRQAD SPIKE AT INTERSECTI❑N rHE (800) 227-2600 FAX. (909) 823-5046 ❑F CITRUS AVE. AND L❑S CECR❑SAVF.. iN P❑WFR P❑LE N❑. 9011E NOT TO SCALE CONSTRUCTION NOTES QUANTITIES (Dl --INSTALL 18" RCP — D LOAD PER PROFILE. A7 1�k LF r, 22 INSTALL 30" RCP — D LOAD PER PROFILE. 30 -25. LF 33 INSTALL 36" RCP — D LOAD PER PROFILE. 470 LF 44 --INSTALL 42" RCP — D LOAD PER PROFILE. 1084 LF 55 JOIN EXISTING MANHOLE. 1 EA 66 REMOVE EXISTING RCP.Z Q0.'. 8 LF 7N CONSTRUCT MANHOLE PER APWA STD 320-1 (ON SHEET 4). 3 EA a—CONSTRUCT MANHOLE PER APWA STD 322-1 ON SHEET 5). 1 EA / 99 CONSTRUCT JUNCTION STRUCTURE PER APWA STD 331-2 (ON SHEET 4). 3 EA 10 INSTALL BRICK & MORTAR PLUG 1. 11 CONSTRUCT CMP RISER PER OCEMA STD 1327 (ON SHEET 4). 1 EA 12 CONSTRUCT PIPE PROTECTION PER APWA STD 225-1 (ON SHEET 4). 3 EA 13 CONSTRUCT CONCRETE COLLAR PER APWA STD 380-2 (ON SHEET 5). 3 EA J:\826-1180\storm\sd1.DWG, 12/20/2001 11:42:58 AM, of