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HomeMy WebLinkAbout2697-1AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133. 7. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. 9. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 12. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY A SHORING, SLOPING OF THE GROUND OR CITY OF 18" DIA. R.C.P., D -LOAD PER PLAN FONTANA GENERAL THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE Z m CONSTRUCT NOTES 12/00p/ J.S.-PIPE TO PIPE PER APWA STD. #331-2 * M a .3.9y DATE n000nY,ni DATE 19. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITHCES, AND SWALES FROM O7 CONSTRUCT HIGHLAND PRIVATE ENGINEER'S NOTICE TO CONTRACTORS a FOR THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 18 STORM DRAIN IMPROVEMENT PLANS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF LEAVING IMPROVEMENTS. VP / D CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 20. F AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 1, ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF AND NOT BE LIMITED T❑ NORMAL WORKING HOURS, AND THAT THE w FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, COOS -T. CAST- IIJ-PLACE PE19F0LED COIJCKETE SX c E 51"LOd WER.T OVYf)(I.§mXO.(om) p EDITION). IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, H SEE DETAILS ON St1T'S " 3 MAX. SIZE NATIVE - IL E&Or SOIL, COMPACTED 95% *t�E SEE DETAN- 6" MIN. PROVIDE B"THICK INVEZT, ADD 1" 10" MAX. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA OWNER OR THE ENGINEER, m ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY UE LIMITS. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO UNDERGROUND UTILITIES & STRUCTURES BASELINE AVENUE WORKING DAYS PRIOR TO THE START OF ANY WORK. CALL (909) 350-7610 CITY OF PIPELINES: 657-1233 AN ENCROACHMENT PERMIT SHALL ALSO BE OBTAINED FOR WORK WITHIN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE CALTRANS RIGHT OF WAY. STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF / W WATERING, DURING EXCAVATION AND GRADING. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS, THE GAS MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES T❑ PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE WATER COMPANY FOR VALVE OPERATIONS AND WATER REQUIREMENTS. PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION PLANS OR NOT. OF AND ANY DAMAGE TO, THESE LINES OR STRUCTURES, 4. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE 'CAUTI❑NI D, CA 92374 REDL24. OTHERWISE NOTED. FOOTHILL AVENUE \ THE ENGINEER PREPARING THESE PLANS WILL NOT BE 5. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF BERNARDINO PRIOR TO PAVING OF STREETS. THESE PLANS, ALL REQUESTED CHANGES TO THE PLANS MUST BE IN WRITING EMERGENCIES: (800) 427-2200 "V" DRAIN AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.' 6. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM CABLE CO. GRADING F AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF HI WA THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO WATER FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133. 7. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. 9. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 12. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY A SHORING, SLOPING OF THE GROUND OR 1Y OTHER GUARDED PWHEN DHEMEANS. POTEN IALTRENCHES EXISTSLESS SHALL ALSO BE FOR GROUND MOVEMENT. CITY OF FONTANA 13. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR VICINITY MAP TRENCH WORK FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. NTSJ - SEE "STANDARD SPECIFICATIONS" SECTION 306-1.1.6. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF ¢O THE CITY'S INSPECTOR. 15. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. - CITY OF FONTANA STORM DRAIN PLANS FOR TRACT 15949-1 TRACT 15949-2 TRACT 15949 1 �! SCALE: 1"=150' SHEET NO. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. / v 16. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT a 6 5 2 m INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL fff A THE SPECIFIED DENSITY IS OBTAINED. 17. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY ENGINEER. --- --------BASE LINE--AVE?4 E 18. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE 18" DIA. R.C.P., D -LOAD PER PLAN (� CONSTRUCT THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE Z m CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD. #320-1 �c CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF 12/00p/ J.S.-PIPE TO PIPE PER APWA STD. #331-2 * M a .3.9y DATE n000nY,ni DATE 19. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITHCES, AND SWALES FROM O7 CONSTRUCT HIGHLAND AVENUE a W=7', �{ 18 UTILITY PURVEYORS: a LEAVING IMPROVEMENTS. VP / D �, 20. F CONSTRUCT S.D. JUNCTION STRUCTURE PER CALTRANS STD.. SEE DETAIL ON SHT.5 * (9 WAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. w TELEPHONE CITY 0� PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING SOUTHERN CALIFORNIA EDISON CO. o COOS -T. CAST- IIJ-PLACE PE19F0LED COIJCKETE SX c E 51"LOd WER.T OVYf)(I.§mXO.(om) p FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY FONTANA H SEE DETAILS ON St1T'S " 3 MAX. SIZE NATIVE - IL E&Or SOIL, COMPACTED 95% *t�E SEE DETAN- 6" MIN. PROVIDE B"THICK INVEZT, ADD 1" 10" MAX. APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY S. PACIFIC RAILROAD / m UNDERGROUND: (909) 357-6233 UE LINE TRANSMISSIONS: (909) 875-5100 BASELINE AVENUE 22. CITY OF PIPELINES: 657-1233 MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE RANCHO / W WATERING, DURING EXCAVATION AND GRADING. CUCAMONGA 23. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND GAS CITY OF FONTANA NUE PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE / > SITES p/ s q�aO�� PLANS OR NOT. 1981 LUGONIA AVE. U D, CA 92374 REDL24. (909) 350-6632 FOOTHILL AVENUE \ / COUNTY OF SAN BERNARDINO EMERGENCIES: (800) 427-2200 "V" DRAIN 25. IARRIW CABLE CO. GRADING F CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA HI WA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO 1Y OTHER GUARDED PWHEN DHEMEANS. POTEN IALTRENCHES EXISTSLESS SHALL ALSO BE FOR GROUND MOVEMENT. CITY OF FONTANA 13. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR VICINITY MAP TRENCH WORK FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. NTSJ - SEE "STANDARD SPECIFICATIONS" SECTION 306-1.1.6. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF ¢O THE CITY'S INSPECTOR. 15. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. - CITY OF FONTANA STORM DRAIN PLANS FOR TRACT 15949-1 TRACT 15949-2 TRACT 15949 1 �! SCALE: 1"=150' SHEET NO. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. / v 16. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT a 6 5 2 m INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL fff A THE SPECIFIED DENSITY IS OBTAINED. 17. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY ENGINEER. --- --------BASE LINE--AVE?4 E 18. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE 18" DIA. R.C.P., D -LOAD PER PLAN (� CONSTRUCT THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE Z m CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD. #320-1 �c CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF 12/00p/ J.S.-PIPE TO PIPE PER APWA STD. #331-2 * O5 BENCHMARKS AND CONTROL STAKING DURING CONSTRUCTION. .3.9y DATE n000nY,ni DATE 19. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITHCES, AND SWALES FROM O7 CONSTRUCT CATCH BASIN, (W=PER PLAN), PER CITY OF FONTANA STD. DETAIL 121 UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE a W=7', V=4' CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR UTILITY PURVEYORS: W=8', LEAVING IMPROVEMENTS. ® CONSTRUCT 20. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF CONSTRUCT S.D. JUNCTION STRUCTURE PER CALTRANS STD.. SEE DETAIL ON SHT.5 * (9 WAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. ELECTRIC TELEPHONE 21. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL COOS -T. CAST- IIJ-PLACE PE19F0LED COIJCKETE SX c E 51"LOd WER.T OVYf)(I.§mXO.(om) p FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY 300 N. PEPPER AVE. 4025 LA PALMA STREET SEE DETAILS ON St1T'S " 3 MAX. SIZE NATIVE - IL E&Or SOIL, COMPACTED 95% *t�E SEE DETAN- 6" MIN. PROVIDE B"THICK INVEZT, ADD 1" 10" MAX. APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY RIALTO, CA. 92376 ANAHEIM, CA. 92807 CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. UNDERGROUND: (909) 357-6233 (714) 237-6146 TRANSMISSIONS: (909) 875-5100 ATTN: DELIA LERMA 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE PIPELINES: 657-1233 MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE DISTRIBUTIONN:: ( (909) 357-6233 WATERING, DURING EXCAVATION AND GRADING. SEWER 23. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND GAS CITY OF FONTANA PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE SOUTHERN CALIFORNIA GAS CO. 8353 SIERRA AVE. PLANS OR NOT. 1981 LUGONIA AVE. FONTANA, CA. 92335 D, CA 92374 REDL24. (909) 350-6632 RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT (909) -7744 (909) 33 55 TO BE USED FOR SETTING MANHOLE RINGS. ATTN: CARLOS NAVARRO EMERGENCIES: (800) 427-2200 "V" DRAIN 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CABLE CO. GRADING F CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO WATER COMCAST CABLE COMMENCING CONSTRUCTION. 1205 DUPONT AVE. CUCAMONGA COUNTY WATER DISTRICT ONTARIO, CA. 91761 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 9641 SAN BERNARDINO ROAD (909) 390-4738 BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL RANCHO CUCAMONGA, CA. 91730 TIMES. (909) 483-7440 SHEET NO.3 14 N, 30 25 6 17 18 ( 19 20 21 22 HATCHER PLACE 5 4 [112 LT B BASE LINE AVE. INDEX MAP NTS TRANSITION PLAN NTS 27. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS BASIS OF BEARINGS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS LINE OF PARCEL 1 BEING N43'32'00"E PER PARCEL MAP NO. 10520 CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. FILED IN BOOK 121 PAGES 11 THROUGH 14 INCLUSIVE OF PARCEL Underground Service Alert OEFORE YO 4P,,.. o 6 00 Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG J A rtLUUkU UKAVVIIJU rhe information on this drawing is obtained from 0b)ers an,' C mu, t he verified in the field by anyone prior to use or rnnstruction. HALL & FOREMAN, INC. is not responsible for lerground facility locations or depictions. All above grow � acilities can be readily seen and verified by the parties ti '11"d to,ICP came. BENCH MARK No. 37 TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL. # 67-5. ELEVATION 1214.17 MAPS, RECORDS OF SAN BERNARDINO COUNTY. ® ADD STORM DRAIN SNT. 3 RB I I ADDED PE -TA IL "VIT., KEN ISED LAT "A" d I.IATEK CZ.osSINCa , StJEETS 2,3 Q G 75 REVISIONS APPP 4-62 rrl 11frojJ Q(tOFESS/01 L 80 91 C, 18" DIA. R.C.P., D -LOAD PER PLAN (� CONSTRUCT 42" DIA. R.C.P., D -LOAD PER PLAN Z m CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD. #320-1 �c No. 24573 M * Exp. 12/31/01 12/00p/ J.S.-PIPE TO PIPE PER APWA STD. #331-2 * O5 `!'q�. CPVI� OF CALIF .3.9y DATE n000nY,ni DATE ZL V STORM DRAIN CONSTRUCTION NOTES & QUANTITIES: ji�7��1�YN:21ll[�7► O1CONSTRUCT 0 18" DIA. R.C.P., D -LOAD PER PLAN (� CONSTRUCT 42" DIA. R.C.P., D -LOAD PER PLAN O CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD. #320-1 �c O CONSTRUCT J.S.-PIPE TO PIPE PER APWA STD. #331-2 * O5 CONSTRUCT T.S.-PIPE TO PIPE PER APWA STD. #340-1 * O CONSTRUCT CONCRETE COLLAR FOR PIPE PER APWA STD. #380-2 >Ic O7 CONSTRUCT CATCH BASIN, (W=PER PLAN), PER CITY OF FONTANA STD. DETAIL 121 EA a W=7', V=4' EA b W=8', V=4.5' ® CONSTRUCT S.D. INLET PER CALTRANS STD. GMP, & STEP DETAIL, STD. PLANS D75. >Ic W/ CONSTRUCT S.D. JUNCTION STRUCTURE PER CALTRANS STD.. SEE DETAIL ON SHT.5 * (9 ABANDON EXIST LATERAL CONSTRUCT STORM DRAIN CONCRETE PIPES NCH ST 133 II coNST. t�SlTlohl T2dcTJRE 9C-5 To PIPE rEK 4.PtJ.A. STD. 034Z -1 . V 12 COOS -T. CAST- IIJ-PLACE PE19F0LED COIJCKETE SX c E 51"LOd WER.T OVYf)(I.§mXO.(om) p 13 co4sr.. dd9cTIO4 STRUcTd2E, F)FL. To gc6 PER. A.P.td.A sTD. 4333-1. A` "T-' I V i SEE DETAILS ON St1T'S " 3 MAX. SIZE NATIVE - IL E&Or SOIL, COMPACTED 95% *t�E SEE DETAN- 6" MIN. PROVIDE B"THICK INVEZT, ADD 1" 10" MAX. --- ADDITIONAL gpcp_tFICIAL CoNC2ETF CovE2 OVER. ZEWF02CEMEtAT FoR- 1NvERT. 6" MAX. SIZE NATIVE - SOIL, COMPACTED 90% 14 CONST. CATCH BASIN, I../_4'� V-4' PER CITY OF FONTANA STD. DETAIL 121 --- -_ 1 EA. I I S EET NO.2 <I� I 36" DIA F - I 2.95' 0.5' 900M M) 10.33' 41- I � i ?9>> s \9S,Q i �tilr A - 0.33' p ...: �:.. ,: F 2.33' 2.33' 4.66' 0.25` 0.25' MODIFIED CALTRANS JUNCTION STRUCTURE - STORM DRAIN S(SEE SHT 31 NT moor Hall & Fbrenm Inc. ■■ir i Civil Engineering - Planning - Surveying - Public Works 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997- (909) 982-7777 PREPDER THE SUPERVISION OF: 6 ��2�.•7 f RICHARD L. BOWMAN R.C.E. 24573 DATE: PROPOSED RCP STORM DRAIN TRACT 0 15949-1 15949-2 15949 0 QUANTITY QUANTITY QUANTITY UNIT 140 0 130Q LF 969 0 301 LF 3 0 - EA 1 I` 0 1 EA 1 0 - EA - 0 A I EA 4 0 1 EA 1 0 - EA - 0 1 EA - 0 1 EA 2 0 - EA DIRECTION OF FLOW AND GRADE RATE 0 2 EA 1I 0 0 LF 15 0 0 LF I 0 O EA 6" MIN. TYPICAL BEDDING FOR RCP 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% STORM DRAIN PROPOSED FINISHED GRADE CONTOUR NTS EXISTING CONTOUR LEGEND: ESMT EASEMENT TC TOP OF CURB ELEVATION FS FINISHED SURFACE ELEVATION FL FLOW LINE ELEVATION FG FINISHED GROUND ELEVATION - DAYLIGHT LINE STORM DRAIN TRACT BOUNDARY / PROPERTY LINE 1% DIRECTION OF FLOW AND GRADE RATE RIDGE LINE TYPE GMP CALTRANS STD. DETAIL D75 SEE SHT 5 OF 5 -T---Y-INDICATES PROPOSED SLOPE (EXTEND 10" INTO JS) INDICATES RETAINING WALL 80 PROPOSED FINISHED GRADE CONTOUR EXISTING CONTOUR NTS NOT TO SCALE PHASE LINE MH MANHOLE JS JUNCTION STRUCTURE TS TRANSITION JUNCTION STRUCTURE LAT LATERAL SD STORM DRAIN S SEWER JUNCTION STRUCTURE W WATER SEE SHT 5 OF 5 BC BEGINNING OF CURVE EC END OF CURVE GB GRADE BREAK CB CATCH BASIN INV INVERT NOTICE TO CONTRACTOR: UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN CONSTRUCTED. CITY OF FONTANA, CALIFORNIA BRAWN BYSTORM DRAIN PLANS SCALE: E.O. HORIZ: AS NOTED DESIGNED BY TITLE SHEET VERT: AS NOTED C.N. & E.O. FOR CHECKED BY DATE: -2 os/3o/ss A.G. & R.B. TRACT NO. 159499 -1, JOB N0.DR. NO. SHT. NO. 5195 APPROVED' ` 99 G.r,• CITY ENGINEER R.C.E. 25126 2697 1 OF ro ac.