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Home My WebLink About2941-177 SCALE: 1 " = 40' SEE ,WO 10+00 11+001 PLAN '"= 40' 112+00 SCALE IN FEET 0 40 80 120 11 13+00 I t I y }I i y�i $ >fi i j"' s „a'} «) I W Z ,# I W d ' N / 3 W O , 1 S W Li I , t I �\ .Y r , _ i 1 $ t J rA � z -I ? 0 A 4. � I I �.i � 5 � I I I o� I ( ! Q, d' W U � zI I w � W }} 1 I i 00 I` I I of W \ i o a a 6 w a ,U1. z 1, W a t M1 1 I r ( If qty w W 0 ,t1r CO S Q -i W 1 i J I s,. }{ I a V l w J t a s I If M ti Gt ,s_ It > a I W �O W �� ,.....�-�✓`"'.�' .�I i'�`'#' ys.`"._.,� t ._;'�°``w,_..,...�... 3- i �.. ._,,.._r. � I 3 �.l�G j ,Q,�F', ,. I uta 3 ! Ia 20 Q i s i I S d �_:z ij'\ TOLL FREE -qqmmpw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a/ REV. I REVISION DESCRIPTION RECORD DRAW//VG , GENERAL 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 r - CONSTRUCTION ("GREEN BOOK") ALL REFERENCES SPECIFICATIONS AND STANDARDS SHALL Imo- 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 "GREE 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. -� HIGHLAND AV 4. CONSTRUCTION PERMITS HALL BE OTAINED FROM THE CITY OF FONTANA COMMUNITY 4 DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. > INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO Q THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL �- -- _ (909) 350- 7610. W > 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. VICTORIA AV 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, = �C` w DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. - �'�� Q o a V 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR - - -� --- - - w Jw TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF Z Lr w 77�= Q HAWAII WY o g o W INDUSTRIAL SAFETY. o �F(ti Q�a o � _ 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL Z� ��r ~ ARIZONA S BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT SHAR N CT sT z ARKANSAS AV TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STARE OF - -- =- - W CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE w - - BASELINE V w W > POTENTIAL EXISTS FOR GROUND MOVEMENT. 0 Q056 -- = - PROTEC eqR Q 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT - r - SOUTH E CIR yqR Q OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. > eoR 0 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO co DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, �m Q J AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR - wSHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 -800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. VICINITY MAP "�� 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES '- N. T. S. INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, 7777=LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. 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 -Y WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. Et,M NO ,15437, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE EVIfEl3 RLANS r �_ STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL 1 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE - STAKING DURING CONSTRUCTION. I CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS' MONUMENT TIES OR -� "< PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR - _ FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY BENCH MARKS WITHOUT PRIOR NOTICICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY/CONTROL INCLUDING SURVEY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE -- S DONE BY A REGISTERED CIVIL DRAWINGS. ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONMUMENTS THAT WILL BE DESTROYED - AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY ----� THE ENGINEEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE -' - THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL -- CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE RESIDENTS 14+ 00 NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND, 18.CONSTRUCTION CONTRACTOR SHALL PROVIDE ANDAND MAINTAIN-ANYEFFECTIVE MEANS OF DUST CONTROL, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANYINCLUDING ADEQUATE WATERING, AT ALL TIMES.-- AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING PROPERTY: THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO CONSTRUCTION WITHOUT PRIOR WIRTTEN APPROVAL. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE INSPECTOR. COMMENCEMENT OF WORK 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THE PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING CITY OF FONTANA UTILITY NOTIFICATION LIST STREET IMPROVEMNETS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING- OR LEAVING IMPROVEMENTS. CITY OF FONTANA PACIFIC BELL CO. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER EXISTING CONCRETE. 8353 SIERRA AVENUE 3939 E.CORONADO STREET 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A FONTANA, CA 92335 ANAHEIM, CA 92807 TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE (909) 350-6632 (714) 666-5467 DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) CLEANOUT. ATTN: ALAN KESELOFF ATTN: JACK HAYES 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE 16231 VALLEY BLVD. 1265 DUPONT AVENUE VITRIFIED CLAY PAPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE FONTANA, CA. 92335 ONTARIO, CA. 91761 PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. (909) 335-7781 909) 390-4777 X 3055 26. NO OPEN TRENCH SHALL BE ALLOWD AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF EMERGENCIES: (800) 427-2200 THE CITY ENGINEER. GENERAL TELEPHONE COMPANY 27, SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS ATTN: JAIME AMESZCUA 1400 S0. CALIFORNIA EDISON COMPANY ATT STEVE HOCK E. PHILLIPS BLVD. TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. (909) 357-6581 ONTARIO, CA. 91766 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND 7951 REDWOOD AVE. VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO FONTANA, CA. 92335 EXISITING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN 909820-5598 - UNDERGROUND FONTANA WATER COMPANY ON THE PLANS. 909 820-5137 - TRANSMISSIONS ATTN: AL KROHN 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE 213 637-1233 - PIPELINES 8440 NUEVO AVENUE 909 357-6589 - DISTRIBUTION FONTANA, CA 92335 APPROVED BY THE CITY ENGINEER. 800 422-4133 (909) 822-2201 X 323 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW FAX: (909) 823-5046 THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT CRAWFORD CANYON MUTUAL WATER CO. OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE ATTN: BILL VANDERKIEFT, JR. (619) 868-6040 UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION -- UNDERGROUND SERVICE ALERT OF THE SEWER LATERAL. (800) 227-2600 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED CONSTRUCTION NOTES AND QUANTITIES: IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED a AGENCIES IMMEDIATELY. M r r 6�p. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN RECONSTRUCT MANHOLE BASE FOR NEW 8 INLET PER CITY OF 1 EA. #-'yf 1 FONTANA STD. DETAIL N0. 114 ;-..1 ,«, �M PLACED, INSPECTED AND APPROVED. �" s R 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING (CONSTRUCT STANDARD PRECAST MANHOLE PER CITY OF FONTANA 1 EA. z f RECORD W OF STREETS. T AI N . 11 I .=4 DRAWING �� STD. DETAIL 0 2 (.D 8'�a -- 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO . Q-1D�j THESE iiEO'DIaAtN= PIAVE- . 274 LF --.- --{..0, Ifi1 PLACEMENT. 3� INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PART, ON THE BASIS II° F4iRMA:i t W :r i ANp 36. ALL MANHOLES, , .. J � FU�iNISHEOSYOTH CLEANOUT FRAMES COVERS AND VALVE BOXES SHALL BE RAISED TO $ g i�y ... c � NOT BE Z 8 Ca - B� Ir s7D-V ,� NSI A° � � I N F PAVING. 4 80 S.F. u� µ SSIOM$ WHICH FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETI 0 0 SAWCUT &REMOVE EXIST ACP FOR SEWER TRENCH &REPAIR � �� t � �' � FOR A�t'� ERRORS OR OMI PER CITY STD. PLAN NO. 120. �- HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,. STRIPING, ARESULT THEREOF. BARRICADES, AND OTHER TRAFFIC CONTROLDEVICES TO THE SATISFACTION OF THE CITY S�PROTECT & REPAIR ALL EXIST. FACILITIES & LANDSCAPING 4,125 S.F. TRAFFIC ENGINEER. PER THE CITY OF FONTANA. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF BENCH MARK: RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BASIS OF BEARING: # 361 THE BEARING OF N 89'55'30" W ALONG BASELINE SPIKE IN NORTH FACE OF PP AVENUE AS SHHOWN ON TR. 1300-3, FILED IN M.B. #1536697E. 0 S.W. COR. OF 215 / 61-76, WAS USED AS THE BASIS OF BEARING BASELINE AVE. & SULTANA AVE. FOR THIS MAP. ELEVATION: 1365.01 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA CESS/ PREPARED IN THE OFFICE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALS �,��TON MADOLE AND ASSOCIATES, INC. SEWER PLAN OF THE INLAND EMPIRE DRAWN BY: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, $ 10601 CHURCH STREET, STE. 107 / PARCEL MAP NO. 15437 SCALE: No. 14814 m RANCHO CUCAMONGA, CA 91730 EF JKD AS SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 3-31-05 * PHONE (909) 948-1311 DESIGNED BY:DAT PUB WER E: EF OCT. 2001 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `�9j� CIV`F `P Date :��%� / CHECKED BY: PRO BY: DRAWING NO.: �o� STANDARDS IN EFFECT. OF C.E. 14814 EXP.3-31-05 RAM jZG7 JI4 at 2941 1 1 CITY ENGINEER R.C.E. 511 DATE J:\126-1307\sewer\sew2.dwg, 10/26/2001 11:33:39 AM, FS