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HomeMy WebLinkAbout5174-1t I _ GENERAL NOTESCITYOFFONTANA 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE -PLANS, THE CITY OF FONTAM STANDARD PLANS, THE CONTRACT PROPISIONS ANO THE - THE STANDARD SPE'CIRCARON FOR PUBLIC WORKS CONSTRUCTION r0f EV BOOK" . ALL REFERENCE SPECIFICATIONS AND \ STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. l OE = 1��pORAT 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EX/ST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO y , PRECEDENCE PROVISIONS IN THE "GREEN BOOK; THE CONTRACTOR SHALL /MMEDIA7FLY REPORT SAND CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER 4. CONSTRUCTION PERM/TS SHALL BE OBTAINED FROM THE C/TY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING I r t DMS/ON PR/OR THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PR/OR TO -. . THE START 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 /N THE STATE OF _ CALIFORNGA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC ED/T/ON UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL 3=EXIST C&G e O DEVICES AT ALL TIMES. } EX/ST SIDEWALK , • � �-- CAS 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EYCAVA77ON OR. TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DMS/ON OF INDUSTRIAL SAFE7Y. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN RVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF jig 4 THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DMS/ON OF INDUSTRGAL .SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIDE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND I } 8 MOVEMENT. k ' • t ', 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT } } 1 't. 8 4 EXIST R W RANDA LL VE PURPOSE. } } =_, . 2 PROJECT 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE ; :; k.a s... __ - -- C y RESPONSIBILITY OF THE CONTRACTOR TO: DETERMINE, /N THE FIELD, THE TRUE L OCA TION AND &EVA T/ON OF ANY DOST/NG UTILITIES, } ; . ; = : " : •: : _•: , _ _��__ nl AND TO E (ERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERP/CE TULIP :... - ALERT AT 1-800-227-2600 TWO WORK/NG DAYS BEFORE EXCAVATION. COURT - 1IP COURTTUL 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT UNITED TO, GAS, } i } I -� TELEPHONE, ELECTR/C, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMEST/C WATER, RECLAIMED WATER, SEWER, I FONTLEE STORM DRA/N, FLOOD CONTROL AND CALTR 1VS. ALL UT/LNTY COMPANIES SHALL BE GIVEN TWO WORK/NG DAYS NOTICE PR/OR TO , p LANE WORK AROUND THEIR FACILITIES. } I I i 8 12. THE CONTRACTOR SHALL NOT OPERA 7F ANY FIRE HYDRANT OR WATER MANN VALVES WITHOUT APPROPRIATE AGENCY AUTHOR/ZAT/ON. E CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. , 7 13. CURVE DATA REFERS TO THE FACE OF CURB. } ": " - _ SEQUOIA A V } i 1 = f` 4 EX/ST C&G 14. STAT/ON/NG REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERW/SE NOTED. = EX/ST R/W SAN BERNARDINO AVE 15. ADEQUATE CONSTRUCT/ON CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE } I WORK TO THE PLAN GRADE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS AND � ; ; . 8 � VICINITY MAP CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. f } j 16. THE CONTRACTOR SHALL NOT DISTURB EXIST/NG SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PR/OR F 4 NOTIFICATION TO THE CITY ENGINEER. s 17. REMOVAL AND REPLACEMENT OF Ex/STING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS MONUMENT TIES AND BENCH MARKS, s } ExIST SIDEWALK i SHALL BE DONE BY A REGISTERED CIVIL ENG/NEER 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 PR/OR TO f CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.- ,, i 18. THE CONTRACTOR SHALL MANTA/N ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES'. A MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIME IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLE CONSTRUCTIONIVOTE45 EST/MITA TED QUANT/T/ES r 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIME. Q1 CONSTRUCT MOD/PIED CURB RETURN ACCESS RAMP PER CITY OF FONTAM STD PLAN NO 1004 4 EA RELOCATE EXISTING STREET SIGN (AS NEEDED) 2 EA 20. ALL GRAD/NG OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. t Q PROTECT EX/ST/NG FIRE HYDRANT /N PLACE --- 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE ®M.ATCH D'/STING SIDEWALK AND TRANS/770N TO 4W/DTH MIN/MUM 300 SF PROPERTY A06ACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. ' ` SEX/ST SIDEWALK S0 MATCH EYISANG SIDEWALK 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE CITY INSPECTOR. 8 4 © MOD/FY LANDSCAPE IRRIGATION, LIGHTN/NG, AN%R ANY ELECTRICAL SYSTEMS AS NEEDED 1 LS Q7 REMOVE AND REPLACE INTERFERING SECTIONS OF EXISTING CURB AND CROSS GUTTER PER C/TY STANDARD NO 403 400 SF 23. A GE07FCHN/CAL ENG/NEER SHALL CERTIFY ALL BACKFILL COMPACTION. FA/LURE TO OBTAIN THE REQUIRED DENS/TY SHALL REQUIRE RE -WORKING OF THE THAT PORTION OF THE WORK UNTIL THE SPECIRED DENSITY /S OBTAINED. } ® REMOVE AND DISPOSE OF INTERFERING SECTIONS OF EXISTING LANOSCAP/NG AND IRRIGATION LINES 350 SF 24. CARE SHOULD BF TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON EXIST R W INSPECTION OF THE SITE. THE CITY ENG/NEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTER/NG OR LEAVING C 1 ` ' " ` 5 EX/ST C&G IMPROVEMENTS. 2 , 25. THE FINAL LOCATION ANO WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE RIME OF CONSTRUCTION AND SHALL ' ' i 7 - CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.FONTLEELANE 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRE7F 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 PR/OR TO PAVING OF STREETS. : ; _ • :.: _ .. = _. -. = -� 30. APPROVED SOIL S7FR/L4NT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PR/OR TO PLACEMENT. 7 - :..: f- LEGEND- 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REWS/ON AND APPROVAL OF THE CITY ENGINEER AS } �f 5 DETERMINED BY SOIL TESTS TAKEN AFTER COUPLE77ON OF ROUGH GRADING. } ' ' a PROPOSED SIDEWALK & ACCESS RAMP 8 d. I 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERNAL FOR S7??UC7UR4L S7REET SECTIONS SHALL BE } RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE C/TY OF FONTAN1A FOR APPROVAL UPON COMPLETION OF R/W RIGHT OF WAY ROUGH GRADING. } 4 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FIN/SHED GRADE BY 7HE PAP= CONTRACTOR } } 3 C&G CURB AND GUTTER UPON COMPLETION OF PAVING. ? ; ;ExIST SIDEWALK i T ' ExIS77NG STREET SIGN 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, S7RIP/NG, BARRICADES, AND OTHER TRAFFIC } � j Ex/ST C&G CON77?OL DEVICES TO THE SA77SFAC77ON OF THE CITY TRAFFIC ENGINEER. } _ EXlS77NG F/RE HYDRANT i l 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO .THE .SATISFACTION OF THE CITY ENG/NEER. � 36. AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD NOT TO SCALE DRAWINGS TO 7HE CITY ENG/NEER. hFES Prepared Under The Supervision Of CITY OF FONTANA CALIFORNIA Q SHOULD CONSTRUCTION OF THE REQUIRED R?,( S/0 IMPROVEMENTS NOT COMMENCE WITHIN TWO `�� P • SAS q� SIDEWALK IMPROVEMENT PLAN YEARS OF THE DATE OF APPROVAL SHOWN HEREON c o �' � DRAWN BY: SCALE CD m Ac OLEANDER AVENUE As SHOWN DIAL TWD WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE " z o `n � No. C78044 � DESIGNED BY: FO NTLE E LANE & :TULIP .LANE DATE: BEFORE DAYS BEFORE �k You DIG You DIG - CITY ENGINEER MAY REQUIRE REVISIONS TO _THE * I ___ s AC DEWALK IMPR M T PLAN 9/30/14 TOLLFREE 1-800-227-2600 REV. PLANS TO BRING THEM INTO CONFORMANCE WITH qj�. C1Vt� o��`P Date �3a�/y CHECKED BY: ROVE DRAWING NO.: OLEANDERA VEA TFONTLEELNAND TULIP CT SIDEWA L K IMPR 0 VEAIIEN T PL A N A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. OF CAt-�F NOEL A. CASTILLO R.C.E. C78044 DATE: D• l 1 REVISION DESCRIPTION DATE ENGR. CITY DATE �► CI N R.C. 51152 / 5174 C.%UsersV792ACXDesktopXSheet 1 Oleader at Funtlee & Tulip.dwg Sep 30,14-12:22pm