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Home My WebLink About4208-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE MT14 THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC770N ("GREEN BOOK"). ALL REFERENCE SPECIFICA77ONS AND STANDARDS SHALL BE THE LATEST EDIPON 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 "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. CONSTRUC770N PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK( INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE C17Y LIMITS. CALL (909) 350-x7610. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVA770N OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY 8. THE WALLS AND FACES AF ALL EXCAVATIONS 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 THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXIST FOR GROUND MOVEMENT. 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 HAVE BEEN DETERMINED FROM AVAILABLE INFQRMAPON, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN 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 EXCAVA RON. IL THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES A IV E SHALL BE EN TWO WORKING DAYS NOTICE PR10R TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES KITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS, 13. CURVE DATA REFERS TO THE FACE OF CURB, 14. STATIONING REFERS TO THE CENTERLINE OF STREETS ANDfOR STORM DRAINS, EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCT (ON. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER, 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, 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. 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. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT LANE SHALL_ BE MAINTAINED AT ALL 77YES IN THE CONSTR'UC770N 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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR, 21. 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. 22, NO TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS, 25, THE FINAL LOCARON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVES AT THE TIME OF CONSTRUCTION AND SHALL_ CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL, 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29, ALL UNDERGROUND UPLIPES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SEC770NS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33, ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SMALL BE RAISED TO FINISHED GRADE BY THE PAWNG CONTRACTOR UPON COMPLETION OF PAVING, 34, UPON COMPLE77ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCRON TO THE SATISFAC770N OF THE CITY ENGINEER. 36. AS --BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER, 37. PRESSURE REGULATORS ARE REQUIRED TO BE INSTALLED IF THE EXISTING WATER PRESSURE EXCEEDS 80 PSI, AS DETERMINED IN FIELD TEST 38. BACKFLOW PREVENTORS MAY BE REQUIRED ON SEWER LATERALS, SEE SEWER IMPROVEMENT PLANS. (DRAWING No. 4209) 39. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. a ... ,vx,.. rv. pr .:, ,�. '•, „r, . n':;, vw,, ,: ,., ,, ,.:....w„ ., .�.. ,�. ,.,.: .vc t l* ,: ..,axe .. y ,.f { t C ". ,i '2 C,\ . t ti: b - : N.ti, :yi.. '4i �.} 1- >;. r ,r.Yfi ;^a:yr•,, w o � i }r iNa`(,'u' �` ,tir' ,e.^,t'.� ,i a �' Y „r, 1k' At' J, `'3 "i+'�Vr, L.� �C ot ill'�1 APDL 1110-361-12 0 0 N.9 THE E TI WANDA VINEYARDS 0 19 BARBEE STREET APN 1110-361-14 INDEX PAP SCALE, 1'-50' MEET INDEX U) Ck' L.LJ L.0 1 TITLE SKEET STREET IMPROVEMENT PLAN - BARBEE STREET 3 STREET IMPROVEMENT PLAN - ALMERIA STREET SIGNING AND STRIPING GENERAL NOTES 1. CONTACT TRAFFIC ENGINEERING PROJECT MANAGER AT (909) 350-7610 TWO WORKING DAY PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL 2. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 EDITION, AS AMENDED FOR USE IN CALIFORNIA) J. 2 WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER (909) 350--7610 FOR APPROVAL OF CONTROL POINTS OR "CAT TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING 4, TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON PLANS. 5, ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERMSE SHOWY ON THE PLANS, PER CITY STANDARD DETAIL 4003. 6, STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD STENCILS. Z ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 8. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTQDESK CAD FILES, TO THE CITY TRAFFIC ENGINEER, 9. ALL CONFLIC77NG STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY SANDBLASTING. F ROHIT BHA TIA MANOHAR LAL JAY ARORA 19745 COLIMA RD., SUITE 12 ROWLAND HEIGHTS, CA. 91748 (90.9) 869-1370 Emmo 8880 BENSON AVE MONTCLAIR, CA. 9176J r09949-1791 mommommmWE LEGAL DESCRIPTION THE SOUTH 2 1/2 ACRES OF LOT 110 OF ETIWANDA VINEYARDS, IN THE CITY OF FONTANA AS PER PLAT RECORDED IN BOOK 17 OF MAPS, RAGE 29, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. QUANTITY ESTMATES AREA PROWDED R THE INFORMATION AND CONVENIENCE OF THE DEVELOPER ONLY. THE CON77?ACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING .. ,N77TIES OF ALL CONSTRUC77ON ITEMS CONTRACTOR'SAND MATERIALS REQUIRED FOR THE COMPLETION OF THE PROJECT RESPONSIBILITY FO WORK,IN SUBM17TING A 8/0 FOR THIS CONTRACTOR AGREES SHALL PROJECT,COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 7HE COURSE OF CONSTRUCTION OF THIS SAFETY MNSONS AND •OPERT� THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 774AT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON KITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY OF FONTANA. UTILITY COMPANIES SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 909--350-6632 WATER. FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA 92335 909--822- .2201 POWER: SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 714-357-6221 GAS, SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD, FONTANA, CA 92335 909-428--8411 TELEPHONE., VERIZON CALIFORNIA INC. 13911 PARK AVENUE WCTORVILLE, CA 92392-2407 760-45-0846 PACIFIC BELL (800) 310-2355 CABLE; ADELPHIA COMMUNICATIONS 1257 W. BROOKS STREET ONTARIO, CA 91763 909-481-1115 EXST, EXT'G- EXISTING R/W= RIGHT OF WAY EOP-a EDGE OF PAVEMENT C&G- CURB & CUTTER PROP. -- PROPOSED - PROPERTY LINE - CENTER LINE R.T.- RIGHT L. T.- LEFT TC- TO OF CURB FL- FLOW LINE EG- EXISTING GRADE FS- FINISHED SURFACE EC- END OF CURB BC- BEGINNING OF CURB PRC- POINT OF REVERSE CURVE ECR® END CURB RETURN BCR-- BEGINNING CURB RETURN MOC-- MIDDLE OF CURVE GB-- GRADE BREAK INV INVERT DI SPCSI TION NO TES 1 EXISTING POLE TO BE REMOVED (BY OTHERS) EXISTING STREETLIGHT ON POWER POLE TO REMAIN I I REMOVE EXISTING TREE L'J REMOVE EXT'G AC PAVING 5 PROTECT IN PLACE --m- 1 EA --- 1 EA --®- 9 EA 6,644 SF -®- 2 EA CONSTRUCTION NOTES UANTI TY SAWCUT EX7 G PAVEMENT - 682 LF TREE STREET LIGHT (EXT'G) SUBJECT TO FINAL RECOMMENDATION BY SOILS ENGINEER. --- 10„975 SF EXISTTNG POWER OR TELEPHONE POLE 3„340 SF STREET LIGHT ON POWER POLEEXT'G ( ) CONSTRUCT 8" CURB & GUTTER PER CITY STD 1000 495 LF PROPOSED FIRE HYDRANT 915 SF SEWER MANHOLE ----5--- SEWER LINE ---W- WATER LINE -G- GAS LINE -- LINE OF SIGHT A. C. PAWNG ` CONCRETE PAVING - �- -- -- SAWCUT LINE DI SPCSI TION NO TES 1 EXISTING POLE TO BE REMOVED (BY OTHERS) EXISTING STREETLIGHT ON POWER POLE TO REMAIN I I REMOVE EXISTING TREE L'J REMOVE EXT'G AC PAVING 5 PROTECT IN PLACE --m- 1 EA --- 1 EA --®- 9 EA 6,644 SF -®- 2 EA CONSTRUCTION NOTES UANTI TY SAWCUT EX7 G PAVEMENT - 682 LF CONSTRUCT 4.5" MINIMUM AC OVER 12" MINIMUM OF 95% COMPACTED NATIVE, SUBJECT TO FINAL RECOMMENDATION BY SOILS ENGINEER. --- 10„975 SF CONSTRUCT 4' SIDEWALK PER CITY STD 1006 3„340 SF CONSTRUCT 8" CURB & GUTTER PER CITY STD 1000 495 LF CONSTRUCT CROSS GUTTER PER CITY ST'D 403, (W=8)' 915 SF CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD 1003 2 EA INSTALL STOP SIGN, STREET NAME SIGN, AND POST PER CITY STD 4003 1 1 EA APPLY "STOP" LEGEND AND LIMIT LINE 1 EA CONSTRUCT 4" MINIMUM AC OVER 12" MINIMUM OF 957 COMPACTED NATIVE, SUBJECT TO FINAL RECOMMENDATION BY SOILS ENGINEER - - 20,111 SF 1Q CONSTRUCT 6" CURB & GUTTER PER CITY STD 1000----- -1,050 SF 11 - TT A L. (_ r L F_ X 10G& . t« l N , T 6R F6R 0/7"(5'7' ... .._.T.. 6 EA 12 INSTALL FIRE HYDRANT (BY OTHERS) ----- 2 EA 13 INSTALL STREETLIGHT PER STREETLIGHT PLAN 4208 LT __J EA