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HomeMy WebLinkAbout4002-1 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS ANDr� THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SA \ _ SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. SAN BERNARDINO AVE. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. o DiVr i. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISIONCll-Y OF FONTANA z w SITE I T PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR .0 THE START a MARYGOLD AVE. 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 w F RN IA > MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. E R NARD I NCALI QCO LI NANCD 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT TF- I-- 7. ALL TIMES. air F- 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM TRACT 6606 (SE 'ER OFFSET PROGRAM) J THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. CI VALLEY BLVD. 8. THE WALLS AND FACES OF ALL EXCAVATION 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 THEN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. I-10 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 HERE HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY SAN BERNARDINO AVENUE OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE 1 PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 -------------------------------------------- TWO WORKING DAYS BEFORE EXCAVATION. r 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, I - - - 7- - 1 VICINITY MAP ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOODNTS 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 HYDRANTS OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. - -,�� _ ! CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4 36 ' 1 0252-184-02 0252-183-36 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. ' _ , + �F 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO i W'LY E'LY THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL 35 I ' 2 R/W R/W STAKING DURING CONSTRUCTION. 0252-184-03 = 0252-183-35 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO 60 THE CITY ENGINEER. I 12' 18' I 18' 12' , 3 r T 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE �...� 34 I _ ' DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF 0252-184-04 0252-183-34 I 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. = i AN 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE 0. 33 ' 4 MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 0252-184-05 I I i 0252-183-33 RECORD DOCUMENT .0� .0� 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. / THESE RECORD DOCUMENTS HAVE BEEN PREPARED 13' S' 17' I - i 3 , LLJ BASED ON INFORMATION PROVIDED BY OTHERS. THE 4., DESIGN PROFESSIONAL HAS NOT VERIFIED THE ACCURACY 4" WATER 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT. OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE 32 ' 5 I AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL 2" GAS PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 0252-184-06 CO NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS 8" SEWER 0252-183 32 WHICH MAY BE INCORPORATED HEREIN AS A RESULT. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. ! ii i I 1---1- CONSTRUCTED PHASE I ONLY. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE - 1 ' ; Z 6 TANGELO AVENUE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. I Sl�/d - {, . 1 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE 00 0252-184-07' = I j 0252-183-31 �-��''OW� tr `� ��� TYPICAL SECTION SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 00) - -id I 1 Q DATE NOT TO SCALE 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. L.T.: . .. .... 1 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, CD 30 w 7 NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. • I 3 0252-183-30 E1 0252-184-08: , w 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH cn CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR VCP. 8 26. NO OPEN TRENCHES SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 29 I , 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. L 0252-184-091 = 0252-183-29 U7 ill 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. a-.) 2B \ j 9 LEGEND 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 28 0252-164-10 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY H \ \ 11 8" EXTRA STRENGTH V.C.P. EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM $,0252-184-11 ' THE UTILITY EASEMENT. MH + 10 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF CURB AT THE LOCATION OF THE SEWER LATERAL. L) 27 I1 1 0252-183-27 SEWER LATERAL W/ WYE 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER I I AND ALL AFFECTED AGENCIES IMMEDIATELY. Cr' ! I + - 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 26 I \ \. ' 11 ' 0252-183-26 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 0252-184-12 1 ' ' 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. ITT _ 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 12 250252-183-25 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL 0252 84-13 1 _ ' DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. O OWNER Sl-ET INDEX 38. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS _ I � TO THE CITY ENGINEER. W 13 I S & S INVESTMENTS, INC. + 24 CD 998 S. TEAKWOOD AVENUE SHEET 1 TITLE SHEET & STD NOTES 0252-184-14 I i z 0252-183-24 BLOOMINGTON, CA 92316 ' Q ATTN: SHAREEF H. AWAD SHEET 2 TANGELO AVENUE CONTRACTOR'S RESPONSIBILITY FOR SAFETYJ = i I- TELEPHONE: (909) 519-1355 SHEET 3 TANGELO AVENUE 14 N FAX: OM 875-8966 IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR I MALLORY ' JOB CONOI?IONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLU"JING SAFETY OF ALL PERSONS AND PROPERTY, THAT $ I. ' 0252-183-23 NOTE THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR _ DRIVES INVESTMENTS, INC. WILL HOOK-UP SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE GOVERNMENTAL AGENCY HARMLESS FROM ANY AND ALL __ w LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING ( I A.P.N. 0252 185-02, 0252-183-21, FROM THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER OR THE GOVERNING AGENCY. 15 CO 0252-183-22, 0252-183-23 ONLY (4 CONNECTIONS) 20 0252 183-22 AND SEWER LATERAL TO PROPERTY LINE FOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS 0252-185-02 ' ; A.P.N. 0252-185-03 a SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. THE CONTRACTORS AND SUBCONTRACTORS c�i,. SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR WITH "CONSTRUCTION - o SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS OR SUBCONTRACTORS COMPLIANCE H 19 I 16 fu WITH SAID REGULATIONS AND ORDERS. I 0252-185-03 = 0252-183-21 UTILITIES CONSTRUCTION NOTES & QUANTITIES oI WATER: FONTANA WATER COMPANY 0 ENGINEER S NOTICE TO CONTRACTORS I _ ' i TELEPHONE NO. (909) 822-2201 CONSTRUCTION NOTE PHASE 1 REMAINDER PHASE THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDREGROUND UTILITIES OR STRUCTURES ON THESE PLANS ARE OBTAINED 18 I 17 BY A SEARCH OF ANY AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES 0252-185-04 0252-183-20 SEWER: CITY OF FONTANA O CONST. STANDARD PRE CAST MANHOLE PER FONTANA CITY STD. NO. 112 (48" DIA. MH) 1 EA 4 EA TELEPHONE NO. (909) 350-6632 .. EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION NEITHER OFoSIDRES ON it 2 INSTALL 8" EXTRA STRENGTH VCP SEWER 293 LF 957 LF L NOR OF UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NO I YIN _ �__ ___ ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY O a --------- + ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING T TELEPHONE NO. (800) 655-4555 m THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL „-- . ^� M �, M E INSTALL 4" EXTRA STRENGTH VCP SEWER LATERAL PER FONTANA CITY STD. NO. 125 150 LF 750 LF a' CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (USA) PHONE 800-227-2600 TWO WORKING DAYS PRIOR TO DIGGING, _ __ TELEPHONE COMPANY: PACIFIC BELL CO. Qi NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS " E_' '- -- TELEPHONE NO. (800) 750-2355 THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY. U.S.A. EXIST. 18" SEWER O REMOVE TEMPORARY SEWER PLUG AND JOIN EXISTING 8" VCP 2 EA -- ----- ----------------- GAS: SOUTHERN CLAIFORNIA GAS CO. - 11JI MARYGOLDAVENUE TELEPHONE NO. (800) 427-2200 E INSTALL TEMPORARY SEWER PLUG 2 EA BASIS OF BEARINGS: TRACT r N C. i',3773 i i MB, J Jif D- © TRENCHING AND BEDDING PER CITY OF FONTANA STD. NO. 131. 295 LF 973 LF o m THE CENTERLINE OF SAN BERNARDINO AVENUE CITY OF FONTANA BENCHMARK NO. 304 PALMETTO AND SAN BERNARDINO I L / Q' AS SHOWN ON TRACT NO. 6606, BOOK 87 OF 1" IRON PIPE TAGGED SBCS IN INTERSECTION. 0 INSTALL BACKFLOW PREVENTER 14 EA MAPS, PAGE 88, RECORDS OF SAN BERNARDINO COUNTY SHOWN AS S89°38'W THEREON. ELEVATION: 1154.42 INDEX MAP - 1- SCALE 1"= 100 PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA RpFESS�0 E PLAN�' ,,,,f1T SHOULD CONSTRUCTION OF THE REQUIRED "q� S ENGINEERING AND ASSOCIATES PLAN IMPROVEMENTS NOT COMMENCE WITHIN TWO ti(3( JQ-c-SH D°D�.r Fy • • �,� /* YEARS OF THE DATE OF APPROVAL SHOWN HEREON Ze,w N0. 363619y DRAWNR BY: SAS . SHOWN LAND PLANNING AND CIVIL ENGINEERING r. + AND CARRIED FORTH IN A DILIGENT MANNER, THE723 N. "D" STREET, SUITE 1 - SAN BERNARDINO, CALIF. 92401 DIAL 1 f jl.� Two WORKING CITY ENGINEER MAY REQUIRE REVISIONS TO THE cL EXP. 6-30 06 DESIGNED BY: TRACT 6606 (SEWER OFFSET P'F!(x3RAM) DATE BEFORE \ / DAYS BEFORE - / EB 12/7/2005 \ / PHONE (909) 884-7090 FAX (909) 884-0124 PLANS TO BRING THEM INTO CONFORMANCE WITH YOU DIG YOU DIG n TOLL FREE 1A PUBLIC SERVICE BY800-227-2600 A RECORD DRAWING 6-7-06 S..p• 'iv'� rol .,/`6�1 STANDARDS IN EFFECT . 9r' of CA\-1�0 J`��„ / �� a , 2--"5 sD I / + .05 e^1l / � ChM-- 3 _ p CHECKED BY: APPROVED BY: DRAWING NO.: 1 UNDERGROUND SERVICE ALERT ( 1 4002 REV. REVISION DESCRIPTION I DATE ENGR. CITY DATE SURESH DODDIAH R.C.E. 36361 DATE t. - RICARDO SANDOVAL R.C.E. 51152 DATE: 3