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HomeMy WebLinkAbout3912-1 6 5: as S T n. A\ N . \ 9 STEET IMHJtVEWNT J , Tim' 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 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 BE 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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT >- 3 DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION 3 30' 30' 3 SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC o , 12' o RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 1- 5r 12' 18' 18 ' = LEGEND: _ SERVICES: 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES ceF,-r 5.5' I 6.5' I 6.5' _' 5.5' 2 , , SAWCUT AND REMOVE DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION 5 MIN. 1 MIN. EXISTING PAVEMENTELECTRICITY: TOP OF CURB ELEV XX.XX TC UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. GRIND 0.10' MIN. A ' FLOWLINE ELEV XX.XX FL SOUTHERN CALIFORNIA EDISON (909) 875-6420 REMOVE AC DIKE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DEUNEATORS OR OTHER EXISTING PAVEMENT AND Co. P.O. BOX 788 TRAFFIC CONTROL DEVICES AT ALL TIMES. © © OVERLAY 0.10' MlN. J WHERE APPLICABLE FINISH SURFACE ELEV XX.XX RIALTO, CALIFORNIA 92376 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FS TELEPHONE: 2.0% © I Q 2.0% ZLZ d•----_�7�t 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. _ LEVEL LINE _ . -k - EXISTING (XX.XX) VERIZON (909) 794-6640 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE MIMI11111 l' x r- FINISH SURFACE ELEV FS 1980 ORANGE TREE LANE, BLDG 100 GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE ` EXISTING PAVEMENT REMOVE REDWOOD HEADER REDLANDS, CALIFORNIA 92374 REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS 0.5' 1 5.0' I 0.03' 5.0' O.5' NEW PAVEMENT WHERE APPLICABLE RIGHT OF WAY THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 8 g TRACT BOUNDARY - GAS: 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A O THE GAS CO. (909) 335-7793 SEPARATE PERMIT FOR THAT PURPOSE. TYPICAL SECTION GROVE PLACE JOIN PAVEMENT DETAIL TO EXISTING PAVEMENT PROPOSED AC PAVEMENT 1981 W. LUGONIA AVENUE 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, N.T.S. REDLANDS, CALIFORNIA 92373 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE STA. 6+44.78 TO STA. 9+83.53 PROPOSED AC OVERLAY SCHOOLS: - LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID TI = 5.5 SCHOFONTANA UNIFIED SCHOOL DISTRICT (909) 357-5000 DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227- N.T.S. 9680 CITRUS AVENUE 2600 TWO WORKING DAYS BEFORE EXCAVATION. *-4)1 FONTANA, CALIFORNIA 92335 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTIUTY COMPANIES INCLUDING, BUT NOT PROPOSED STREET LIGHTS UNITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, PER STREET LIGHT PLANS SEWER: DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL CITY OF FONTANA (909) 350-6681 UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR 8353 SIERRA AVENUE FACILITIES. FONTANA, CALIFORNIA 92335 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE WATER: AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR FONTANA WATER COMPANY (909) 822-2201 VALVE OPERATION AND WATER REQUIREMENTS. 16803 SPRING STREET 13. CURVE DATA REFERS TO FACE OF CURB. FONTANA, CA 92335 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 60' 60' 10' LANDSCAPE 44' 44' 10' LANDSCAPE 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 3 CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE ,� 48' 12' LETTERED LOT 3 12' 32' 32' 12' LETTERED LOT . 16. THE CONTRACTORFOR THE VATION OF SHALL NOT DISTURB KS AND EXISTING SURVEYCTION CONTROL STAKING DURING CONSTRUCTION. c:' sil")[- MONUMENTS, MONUMENT TIES OR BENCH MARKS 2O'± 19' �_ 5' 6' VARIES © 6.5' 5•5' ENGINEER'S NOTICE TO CONTRACTOR WITHOUT PRIOR NOTIFICATION OF CITY ENGINEER. -2 I i ,,, MEANDERING I>- 'I MEANDERING I PER PLAN 79% 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT ��„I ; z v ,? WALK 13 I WALK = t- co = Ia THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND 3 w W 3 9 Q o N W v W w THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THE CONSTRUCTION SHALL W a z N W W = W N W d a o KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO 0 c, W O = THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. ! I5' Fi' MIN. 2 0� I 5 -1' MIN. 2.0� ce UTIUTY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A VARIES (" VARIES LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN MINIMUM -- 2 63Y VARIES - --- 1.79Po- VARIES 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR (0.84 - . PROPOSED SPLIT FACE ---�, 3.47% ._ OR NOT SHOWN ON THESE DRAWINGS. RESIDENTS AND EMERGENCY VEHICLES. _ _--------- �) -3 27 L--- _-___- } f•7i� 2.50°G MASONRY WALL TO 11 __-___ PROPOSED 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING '_ _----- --- Nii MATCH EXISTING WALL I ------- --- - I%���, eed, 5.0' 0.5' SPLIT FACE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ADEQUATE WATERING, AT ALL TIMES. N I_ -- 1- -� FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES 0 0 (PER SEPARATE PLANS) 0 Q `°J MASONRY WALL INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY PER HOUR. (PER SEPARATE PLANS) AND NOT BE UMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED TYPICAL SECTION BASELINE AVENUE TYPICAL SECTION LOCUST AVENUE DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT ALL UABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON PRIOR WRITTEN APPROVAL STA. 7+46.51 TO STA. 13+38.68 STA. 10+00.00 TO STA. 12+59.36 THIS PROJECT, EXCEPTING FOR UABIUTY ARISING FROM THE SOLE NEGUGENCE OF THE 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. TI = 10.5 TI = 9 OWNER OR THE ENGINEER. 23. A REQUIRED TECH EINSITY SHALL R QUIRE RER-WORKING OF TIFY ALL KTH T PORTIONFILL IONOF THE IWORI TUNT L THE SPECIFIED N.T.S.O OBTAIN THE CONSTRUCTION NOTES QUANTITIES N.T.S. CONTRACTOR SHALL VERIFY AL CONDIT10NS AND DIMENSIONS AND SHALL REPORT ALL DENSITY IS OBTAINED. CITY OF RIALTO BASELINE AVENUE DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET I CITY OF FONTANA / IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON- 11 CONSTRUCT 8" CURB AND GUTTER PER 907 L.F. ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. SITE �- CITY OF FONTANA STANDARD #1003 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME MONTGOMERY AVE. ¢ ® CONSTRUCT 6" CURB AND GUTTER PER 1022 L.F. OWNER DEVELOPER RECORD OF SU VI Y OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. W CITY OF FONTANA STANDARD #1003 / / 88 26. ALL EX OSEDE. CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING ° Q3 SAWCUT EXISTING AC PAVEMENT TO 975 L.F. o PROVIDE A CLEAN, STRAIGHT MATCHING EDGE PACIFIC GROVE COMMUNITIES 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE a rx Q 19 CORPORATE PLAZA, SUITE 210 SEWER LATERAL MILLER AVE. ® GRIND AND OVERLAY EXISTING PAVEMENT 4,900 S.F. NEWPORT BEACH, CA 97660 _ _ _ - - - - - - 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, c z o z SEE JOIN PAVEMENT DETAIL THIS SHEET (626) 359-4832 INSPECTED AND APPROVED. N = Q I- o � BASELINE AVENUE SEE SHEET 4 z ® PLACE MIN. 4" AC OVER 12" MIN. COMPACTED 17,995 S.F. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF o 3 Z a NATIVE SUBGRADE (95%) SHEET INDEX --� (7 -- -- -- -- '- -- -- ------ STREETS. o ix 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. ® PLACE MIN. 6.5" AC OVER 12" MIN. COMPACTED 22,979 S.F. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF Li- 0 o SHEET ONE - TITLE SHEET 8 NATIVE SUBGRADE (95%) N 7 s THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. SHEET TWO - WIWAMS ROAD & LOCUST AVENUE I 6 5 4 3 2 1 I 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET I- v 0 CONSTRUCT CURB RETURN ACCESS RAMP PER 2 EA. SHEET THREE - GROVE PLACE W SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF v CITY OF FONTANA STANDARD #1006 SHEET FOUR - BASE LINE AVENUE 9 FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. VICINITY MAP ® CONSTRUCT SIDEWALK PER 7,597 S.F. TRACT W ' ' --„,-----------------------1- TR7 f r 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISH GRADE BY CITY OF FONTANA STANDARD 1015 - N GROVE PLACE SEE SHEET 3 _5- THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. N.T.S. BENCHMARK 128 7 I ( • ' - - - - - - - - / r 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, ® CONSTRUCT MEANDERING SIDEWALK PER DETAIL ON 3,314 S.F. = s \ 1 BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC THIS SHEET & CITY OF FONTANA STANDARD #1015 BENCHMARK No. 054-88 ELEV. = 1399.798 {{ I `` -- -- -' -- -- -- ;o�'ENGINEER. CITY OF RIALTO BRASS DISC SET IN TOP CURB f a $ re �QO WATER VALVE, HYDRANT AND MAIN (BY OTHERS) N/A , �- s 10 I35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED 6 FT WEST OF WEST END S/W CURB RETURN , 1- BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. R = 100' 89 LF 68 FEET WEST CENTERLINE LOCUST AVENUE 12 13 14 15 16 17 11 REMOVE EXISTING AC DIKE PER TRACT N0. 16743 PLANS i 11 : 1 I a 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO 48 FEET SOUTH CENTERLINE BASELINE AVENUE o 1 I i SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 0 DING. No.3834 --� , J R = 100' R = 100' EXISTING FIRE HYDRANT TO BE REMOVED OR RELOCATED N/A BASIS OF BEARINGS: __ __ __ (BY OTHERS) I "' © EXISTING STOP/STREET SIGN TO BE RELOCATED PER N/A THE CENTERLINE OF BASELINE AVENUE BEElNG NOTED , TF-?ACT ; , CONTRACTORS RESPONSIBILITY FOR SAFETY u? SIGNING AND STRIPING PLANS AS N89'58'21"E PER TRACT N0. 13171, M.B. 1'3171 CD/ _ 194 PGS. 49-50 IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME R = 4' R = 4' -7 0 ADJUST WATER VALVE TO GRADE PER 3 EA SOLE AND COMPLETE RESPONSIBILITY FOR JOB CONDITIONS DURING THE COURSE OF R = 95+ CITY OF FONTANA STANDARD #130 #07arjrC" ��• �� N INDEX MAP CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 0 INSTALL STREET LIGHT PER STREET LIGHTING PLAN DWG. NO.3912-LT N/A �Al / ���� 1" = 100' THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING ���� �r�•��- HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE MEANDERING SIDEWALK DETAIL ENGINEER OR THE GOVERNING AGENCY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR /g6�OS' 01/0 7/05OFALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR 1"_-20 COITY FONTANA, CALIFORNIA THE LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER, THE ENGINEER OR THE GOVERNING AGENCY. UNDERGROUND SERVICE ALERT REVISIONS SHOULD CONSTRUCTION OF THE REQUIRED LOCK' OOD ENGINEERING CO. STREET IMPROVEMENT PLAN ALL CONTRACTORS AND SUB CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO IMPROVEMENTS NOT COMMENCE WITHIN TWO r.;. L0THESE PLANS SHALL CONDUCT THERE OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A qtFyDRAWN BY: SCALE: HORIZ. 1"=40' SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. THE CONTRACTORS AND SUB c` � CALL:TOLL FREE YEARS 0F THE DATE 0F APPROVAL SHOWN O0 i A.M. RACT 16579 VERT. 1”=4' CONTRACTORSSHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" ' 44 53 380 W. FOOTHILL BOULEVARD STE. F "CONSTRUCTION " t' 1_80Q HEREON AND CARRIED FORTH I N A DILIGENT LI G E NT v No.c45s35 A I RIALTO, CALIFORNIA 92376 /TITLEDATED: 10/20/05 OF THE U.S. DEPARTMENT OF LABOR AND WITH SAFETY ORDERS". THE CIVIL 227_2600 MANNER THE CITY ENGINEER MAY REQUIRE * v. ,� DESIGNED BY: SHEET ENGINEER SHALL NOT BE RESPONSIBLE I' ANY WAY FOR THE CONTRACTOR OR Y) A-- E.P.12/31/08 A.M.SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. r RECORD DRAw111VGS 317108 2 glil0Y REVISIONS TO THE PLANS TO BRING THEM INTO1. `�41Z' cr Coe (909) 875-5015 FAX (909) 875-4567 CHECKED BY: , 8N ,� DR. No. SHEET TWO WORKING DAYS BEFORE YOU DIG MARK DESCRIPTION APPR. DATE C APPR. DATE CONFORMANCE WITH STANDARDS IN EFFECT. C.W.L. 11 3912 1 OF 4