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Home My WebLink About4886-1m -61 N � I A A A j 9 NO IT 214 Mom- ,( 4' 4' / _P if -P TRENCH DE T4 /V ITS. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND TI/E 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 lS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOL VED BY REFERENCE TO PRECEDENCE PROVISIONS IN 77-IE 'GREEN BOOK'; THE CONTRACTOR SHALL IMMEDIATE Y 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 SICNING 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 SERVICES DEPARTMENT, ENGINEERING DEPARTMENT PRIOR TO THE START OF ANY WORK INSPECTION COORDINATION SHALL BE RE VESTED AT LEAST TWO WORKING Q RING DAYS PRIOR TO THE START OF ANY WORK IN PUBL/C RIGHT-OF-WAY WITHIN THE CITY LIMITS CALL (909) 350-7610. 6. THE CONT RACTOR SHALL CONFO RM TO ALL TRAFFIC CONTROL POLICIES METHODSAND PROCEDURES DESCRIBED /N 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 7HE 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 WA LLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE ET IN VE (5) FEET DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE CROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL S4FE7*Y 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 /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPAR47F PERMIT FOR THAT PURPOSE. 11. THE LOCATION S OF UTILITIES SHO WN HAVE BEEDETERMINED FROM AVAILABLE INFORMATIN - OIV, HOWpc�EVER, 'IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE 1/V 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 COORDINA7F CONSTRUCTION WITH FONTANA UNIFIED SCHOOL DISTRICT AND ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, SEWIER, STORM DRAIN. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. IJ 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 VAL VE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT PlHERE OTHERWISE NOTED. 15. ADEQU47F CONSTRUCTION CONTROL STAKES SHALL SE SET BY THE ENCIA1EER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL SE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONS7RUCTION 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. SASS OF BEARING CALIFORNIA COORDINATE SYSTEM, ZONE V N4D83 (EPOCH 2O07.0) AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS OPERATING REFERENCE STATIONS (COBS) EWPP AND RTHS BEING N84-19-2959W AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND/OR N4770AAL GEODETIC SURVEY (NCS), RESPECTIVEL Y. BENCHMARK CITY OF FONTANA BM ,P81 EL=129J 77 FOUND BY �J81; TOP F Y SE COR FOOTHILL/CATAbr'BA u4- a " �wl t .. 7. N. DHA1 ,-EXISTING AC Y LIMITS FOR AC REMOVE & REPLACE AC (THICKNESS PER PLAN) _951',"' NATIVE COMPACTED 12" U/N i POCKS GREATER THAN 3" -NATIVE SOIL 90Y. COMPACTED (6" MAX.) SHORING REQUIRED -NATIVE SOIL 907 COMPACTED (I " MAX) -24 " RCP m m mom: , r f I i10-390232-071-02 / 10232-07121 0232-07123 10232-071z2 0232-071-12 0232-07125 19 ;P/ ALMERIA AVE' -- - -- --- -- --- 0232-08i-' 26-- �----- -- -- 0232-081-91 0232-06151 , � 0232-081-16 /�� 1110-361-18 - SCALE 114-100' 17 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 A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. TFIE- 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 1S OBTAINED. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENT: UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODE48LE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRE7F 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 CONSTRUCT/ON, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS CITY APPROVAL OF CONNECTS 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 IMMEDIATE Y 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, 7FSTED AND APPROVED PRIOR TO PAVING OF STREETS. JO APPROVED SOIL STERILANT lS 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 ENCINEERR 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. (VOTE. - STORY DRAIN FACILITY MAINTAINED SY THE CITY OF FONTANA TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE Thf- EXISTENCE AND LOCATION OFoWr UNDERGROUND UTILITY P ES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF ALL AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY A CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE IYADE /A/ ALIGNMENT ANDIOR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR lS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WTM GENERAL Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR KL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17F CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING 5AFE7Y OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIM17FD TO NORMAL WORKNVG HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF FONTAM WAILESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL CONTRACTORS AND SUB CONTRACTORS AND SHALL COMPLY WITH THE 12CCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS" THE CITY OF FONTANA SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS UNAUTHORIZED CHANGES & USES. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PANS MUST SE IN WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS ADDITIONAL UNDERGROUND FACILITIES MAY EXIST, OR THE LOCATION OF FACILITIES MAY DIFFER FROM THE LOCATIONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL AT HIS OWN EXPENSE DETERMINE P THE ACTLOCATION OF A L SUCH UN GROUND UTILITIES . PRIOR T' - AN WORK OR EX L DER R O' G Y TAKING ANY ACTION THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR CONTINUOUS OPERATIONS UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE UTILITY OWNER. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEMIOW AND IN WRITING. Q\�,,DFESS ca U� rr, No. 40964 0r WCAI-VIL1�4�'�� t c . a .. GAS--- W S T TS F❑ CONSTRUCT EXISTING GA. EXISTING WA " EXISTING SE EXISTING TE< , EXISTING TR, , EXISTING FIE ' FUTRUE RIG/ EXISTING Rk !, Q NOT IN USE CONSTRUCT 24" RCP (D-3000) PE`' CONSTRUCT LOCAL DEPRESSION PER' ® CONSTRUCT CATCH 84SIN PER CITY 5 REMOVE EXISTING ST& IMPROVE ; Q CONSTRUCT 4 112" MIN AC OVER 1 Q CONSTRUCT 4" COACWF SIDE WAL, 80 RELOCATE EXIST UTIL1'7S (BY OTHEr ' 9 REMOVE REM E BaOEAD CONSTRUCT MANHOLE PER CITY OF , i CONSTRUCT CONTRETii< I COLLAR PER 12 PROTECT IN PLACE REMOVE EXISTING TRt"F` 14 RELOCATE EXISTING AIN, rBOX CONSTRUCT 6 1/2" ,;fr,ll AC OVER 4 f REMOVE AND REPLACE' Q CONSTRUCT 8' CURE' rl''IIVD GUTTER P' REMOVE AND REPLAC - PORTION OF TO ORIGINAL CONDITI.%Li t 1 REPLACE ANY DISTUF =f, ,D STRIPING CONSTRUCT RESIDENT 3el,:' CONCRETE , NO. 1002 (WIDTH PE. +' PLAN) ii GRADE EARTH SWALE IR SECTION 1 TITLE SHEET - INDEX MAP,GENERAL NC _, . 2 STORM DRAIN LINE A - STA 10185.87 I 3 STORM DRAIN LINE A - STA 13f50.00 ' 4 STORM DRIAN LINE A - STA 17*50.00 & STORM DRAAN LINE Prepared Under The Superws ID'i Of DF DE H I Date ° ' cE FELIPE U. MOLINOS R.C.E. 4,: 64 F Jf - t I i � I I 1 s � O c8 W AC PAVEMENT ' OVER 12" MlN NATIVE EXISTING TREE W AC PAVEMENT ' OVER 4 "AS EXISTING FIRE HYDRANT lC IMPROVEMENTS EXISTING MAILBOX 4' CONCRETE EXISTING WATER METER I'VE- EXISTING TRAFFIC SIGNAL ' LINE EXISTING POWER POLE � LlhfE hIONE LINE EXISTING GUY WIRE �C SIGNAL LINE EXISTING WATER VALVE OPTIC LINE EXISTING STREET SIGN OF WAY EXISTING MANHOLE OF WAY QUANTITIES rENCH DETAIL" HEREON 900 LF 7Y OF FONTANA STD PLAN NO 30b3 (CASE C) 2 EA FONTANA STD PLAN NO 3004. (W=14) 2 EA S 4,208 SF MIN 95X COMPACTED NATIVE. 45 TONS If CITY OF FONTAAfA STD PLAN NO 1006. 487 SF 1 EA 1 EA VTANA STD PLAN NO 3013. 3 EA T' OF FONTANA STD PLAN NO 3022. 2 EA 1 LS 17 EA 2 EA IGGREGATE BASE AC - 71 TONS AS-22CY 1 EA CITY OF FONTANA STD PLAN NO 1000 108 LF STING CROSS GUTTER AFTER CONSTRUCTION 281 SF EXISTING CONDITION 1 LS IIEWAY PER CITY OF FONTANA STD I EA -;A' ON SHEET 4 480 LF >, CONSTRUCTION NOTES 13150.00 1745Q 00 SAN BERNARDINO COUNTY 19154.64 COUNTY ENGt EER DATE CITY OF FONTANA, CALIFORNIA INTERN STORM DRAIN IMPROVEMENT PLAN BY: ALM ER IA AVENUE AT THE K TRAIL SCALE: IT/SN AS SHOWN PHASE 2 ED BY: DATE: IT/SN TITLE SHEET 5/10/11 :ED BY: APPRO/VTD BY: � 9 DRAWINGNO.: 1 SN . DAT e q� 4Q Q CZ q- CITY ENGINEER R.C.E. 51152 S;\DESIGN SECTI❑N\._TIP IMPR❑VEMEI` rALMFPTA AVE, - FO❑THILL TO ARR❑W\PHASE 2 --SHEET 1:DWG May 10, 11 - 10i14am