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HomeMy WebLinkAbout2695-1PAVING 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 OTHER APPROVED MEANS. TRENCHES LESS THAT FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL. EXISTS; FOR GROUND MOVEMENT. 13. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE "gTANDARD SPECIFICATIONS" SECTION 306 1 1 CITY OF FONTANA GENERAL NOTES PRIVATE ENGINEERS NOTICE TO CONTRACTORS 14. FOR THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS STORM DRAIN IMPROVEMENT PLANS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF UNIT O1 CONSTRUCTI❑N OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 15. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE 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 TO NORMAL WORKING HOURSI AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE 354 FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, CONSTRUCT CONCRETE COLLAR FOR PIPE PER APWA STD. #380-2 PER SHT.4 �k SPECIFICATIONS. FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 16. EDITION). EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE (909) 483-7440 INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED OWNER OR THE ENGINEER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DB -2424 OR APPROVED EQUAL. - ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY UNDERGROUND UTILITIES & STRUCTURES 17. LIMITS. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO VARIES PER I .�G GRADING PLAN P 1 WORKING DAYS PRIOR TO THE START OF ANY WORK. CALL (909) 350-7610 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR _ BENCH MARK No. 372 d STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE - WATER COMPANY FOR VALVE OPERATIONS AND WATER REQUIREMENTS. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO O CONST. OVERFLOW BASIN STRUCTURE PER DETAIL HEREON. PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION 4. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OF AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. REMOVE TEMPORARY INLET & CONNECT TO EXISTING STORM DRAIN OTHERWISE NOTED. 1 EA • 'CAUTIONS 5. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED THE ENGINEER PREPARING THESE PLANS WILL NOT BE 12 PRIOR TO PAVING OF STREETS. RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF 6. THE-,. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM THESE PLANS. ALL REQUESTED CHANGES TO THE PLANS MUST BE IN WRITING AND MUST CONSTRUCT JUNCTION STRUCTURE -PIPE TO PIPE PER APWA STD. #332-1 PER SHT.5 AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF BE APPROVED BY THE PREPARER OF THESE PLANS.' EA THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE CONSTRUCT INLET TYPE V, ORANGE COUNTY STD. #1305 PER SHT.5* - FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO EA 15 AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND 1 1 SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133. 16 7. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6822 SF SIX INCHES BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE CONSTRUCT 3' WIDE PCC DRAIN PER DETAIL HEREON 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 OTHER APPROVED MEANS. TRENCHES LESS THAT FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL. EXISTS; FOR GROUND MOVEMENT. 13. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE "gTANDARD SPECIFICATIONS" SECTION 306 1 1 CETY OF FOMTAMA STORM DRAIN PLANS �3 TRACT TRACT BASE LINE !AVE 5957-i 5 57-2 J .6. CITY OF FONTANA 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF 15957-2 ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS THE CITY'S INSPECTOR. VICINITY MAP UNIT O1 NTS 15. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE LF O2 DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. - 354 ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. © CONSTRUCT CONCRETE COLLAR FOR PIPE PER APWA STD. #380-2 PER SHT.4 �k DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. 4 16. THE SOILS ENGINEER SHALL - CERTIFY ALL BACKFILL COMPACTION AT CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. DETAIL 121 (909) 483-7440 INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED QUIK SET DRAIN BOX EXISTING CONTOUR DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL DB -2424 OR APPROVED EQUAL. - THE SPECIFIED DENSITY IS OBTAINED. EA 17. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY ENGINEER VARIES PER I .�G GRADING PLAN P CETY OF FOMTAMA STORM DRAIN PLANS �3 TRACT TRACT BASE LINE !AVE 5957-i 5 57-2 Q\' PAD ELEV. PER PLAN 18. ADEQUATE CONTROL STAKES SHALL BE" SET BY THE ENGINEER TO ENABLE -� � THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE INLET '�I� Q�� w "1' 12 PVC ,SDR35,OR APPROVED EQUAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OFW N BENCHMARKS AND CONTROL STAKING DURING CONSTRUCTION. r -T Q� 0.5 0.5 MIN. 19. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITHCES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE THE I --------------------------------------- CITY ENGINEER MAY -REQUIRE TEMPORARY GUNITE SWALES ENTERING OR I LEAVING IMPROVEMENTS. L� -------------------------------------- 20. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF STORM DRAIN WAY WITHOUT PRIOR APPROVAL, OF THE CITY ENGINEER.n OVERFLOW DETAIL .7 21. PRIOR TO CONSTRUCTION, 'THE CONTRACTOR SHALL- EXPOSE EXISTING NTS FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY 3, APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE UTILITY PURVEYORS: MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, DURING EXCAVATION AND GRADING. TELEPHONE 2g MSN 18" 23. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PACIFIC BELL `� PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE --- 4025 LA PALMA STREET PLANS OR NOT. ANAHEIM, CA. 92807 24. RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT ATTN 237 �kD 111 TTN: DELIA IA L ERMA L TO BE USED FOR SETTING .MANHOLE RINGS. _ 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES GAS SEWER CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO SOUTHERN CALIFORNIA GAS CO. OF FONTANA COMMENCING CONSTRUCTION. 1981 LUGONIA AVE. CITY CITYSIERRA AVE. REDLANDS, CA 92374 8353 FONTANA CA 92335 INDEX MAP SCALE. 1 "=200' �--- BOUNDARY WALL PER SEPARATE PERMIT SEE SHT. N0.3 -SEE SHT. N0.2 STORM DRAIN CONSTRUCTION NOTES & QUANTITIES: ITEM eeee���eeeeee TRACT BASIS OF BEARINGS 15957-1 15957-2 ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS QUANTITY QUANTITY UNIT O1 CONSTRUCT 18" DIA. R.C.P., D -LOAD PER PROFILE 492 506 LF O2 CONSTRUCT 24" DIA. R.C.P., D -LOAD PER PROFILE - 354 LF © CONSTRUCT CONCRETE COLLAR FOR PIPE PER APWA STD. #380-2 PER SHT.4 �k - 4 EA 7O CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. DETAIL 121 (909) 483-7440 (909) IN BOOK 159 PAGES 64 THROUGH 66, INCLUSIVE OF PARCEL MAPS, EXISTING CONTOUR a W=7', V=4' - 1 EA RECORDS OF SAN BERNARDINO COUNTY. b W=9', V=4' 1 1 EA _ BENCH MARK No. 372 d W=14', V=4' - 1 EA d F W=28', V=4' - 1 EA Q\' PAD ELEV. PER PLAN 18. ADEQUATE CONTROL STAKES SHALL BE" SET BY THE ENGINEER TO ENABLE -� � THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE INLET '�I� Q�� w "1' 12 PVC ,SDR35,OR APPROVED EQUAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OFW N BENCHMARKS AND CONTROL STAKING DURING CONSTRUCTION. r -T Q� 0.5 0.5 MIN. 19. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITHCES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE THE I --------------------------------------- CITY ENGINEER MAY -REQUIRE TEMPORARY GUNITE SWALES ENTERING OR I LEAVING IMPROVEMENTS. L� -------------------------------------- 20. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF STORM DRAIN WAY WITHOUT PRIOR APPROVAL, OF THE CITY ENGINEER.n OVERFLOW DETAIL .7 21. PRIOR TO CONSTRUCTION, 'THE CONTRACTOR SHALL- EXPOSE EXISTING NTS FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY 3, APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE UTILITY PURVEYORS: MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, DURING EXCAVATION AND GRADING. TELEPHONE 2g MSN 18" 23. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PACIFIC BELL `� PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE --- 4025 LA PALMA STREET PLANS OR NOT. ANAHEIM, CA. 92807 24. RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT ATTN 237 �kD 111 TTN: DELIA IA L ERMA L TO BE USED FOR SETTING .MANHOLE RINGS. _ 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES GAS SEWER CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO SOUTHERN CALIFORNIA GAS CO. OF FONTANA COMMENCING CONSTRUCTION. 1981 LUGONIA AVE. CITY CITYSIERRA AVE. REDLANDS, CA 92374 8353 FONTANA CA 92335 INDEX MAP SCALE. 1 "=200' �--- BOUNDARY WALL PER SEPARATE PERMIT SEE SHT. N0.3 -SEE SHT. N0.2 STORM DRAIN CONSTRUCTION NOTES & QUANTITIES: ITEM DESCRIPTION TRACT BASIS OF BEARINGS 15957-1 15957-2 ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS QUANTITY QUANTITY UNIT O1 CONSTRUCT 18" DIA. R.C.P., D -LOAD PER PROFILE 492 506 LF O2 CONSTRUCT 24" DIA. R.C.P., D -LOAD PER PROFILE - 354 LF © CONSTRUCT CONCRETE COLLAR FOR PIPE PER APWA STD. #380-2 PER SHT.4 �k - 4 EA 7O CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. DETAIL 121 (909) 483-7440 (909) IN BOOK 159 PAGES 64 THROUGH 66, INCLUSIVE OF PARCEL MAPS, EXISTING CONTOUR a W=7', V=4' - 1 EA RECORDS OF SAN BERNARDINO COUNTY. b W=9', V=4' 1 1 EA _ BENCH MARK No. 372 d W=14', V=4' - 1 EA d F W=28', V=4' - 1 EA O CONST. OVERFLOW BASIN STRUCTURE PER DETAIL HEREON. 1 1 EA 10 REMOVE TEMPORARY INLET & CONNECT TO EXISTING STORM DRAIN - 1 EA 11 CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD. #321-1 PER SHT.4 * 1 2 EA 12 CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD. #322-1 PER SHT.4 * - 1 EA 13 CONSTRUCT JUNCTION STRUCTURE -PIPE TO PIPE PER APWA STD. #332-1 PER SHT.5 - 1 EA 14 CONSTRUCT INLET TYPE V, ORANGE COUNTY STD. #1305 PER SHT.5* - 1 EA 15 CONSTRUCT ACCESS ROAD GATE PER APWA STD. 602-1, MODIFIED PER SHT.5* 1 1 EA 16 CONSTRUCT ACCESS ROAD PER DETAIL HEREON 9086 6822 SF 17 CONSTRUCT 3' WIDE PCC DRAIN PER DETAIL HEREON 310 148 LF 18 CONSTRUCT OUTLET PROTECTION BARRIER NO. 1 PER SBCFCD STD. SP 101-1,-2,&-3, SEE SHT.5 1 EA 19 CONSTRUCT UNDERGROUND UTILITY MARKER PER SBCFCD STD SP 204, SEE DETAIL SHT.4 DISTRIBUTION: (909) 357-6233 EA �k SEE DETAILS ON SHEET 4 & 5 25' PAD ELEV VARIES: 2% MIN. 3:1 MAX. 0 PROP S.D. 17 -3' PCC DRAIN 16 2% MIN. f - II EXIST POWER POLE I I PROTECT IN PLACE II I ( SBCFCD R/W 4" AC MIN. II I VARIES FENCE ACCESS ROAD 15' ---------1 AC PAVEMENT ETIWAN( EXIST. SEWER CHANNEL i CHANNEL I 6 ACCESS ROAD SECTION C -C) 1'=10' LANDSCAPE PEAK W N (TURF. LANDSCAPE) + U' SIDEWALK o = N GRATE RIM 14 CURB & GUTTER w (SHERMAN PL.) N N 16 SBCFCD R/W I \ACCESS RAD ETIWANDA� CHANNEL I • L 21 V • 912111 C�l 14 3" MAX. SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 10" MAX. .- �/ 6" MAX. SIZE NATIVE ted: �. A SOIL, COMPACTED 90% �k DEPTH PER PLAN (18" MAX.) 4"PCC OR GUNITE. iLRECORD DRAWING 6"x6" 1.4x1.4 W.W.M. The information on this drawing is obtained frown others ans' 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ( 909 ) 335-7744 9 9 Aust be verified in the Feld by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL EMERGENCIES: (800) 427-2200 (909) 350-6632 3PCC DRAIN pr.riggroundfacility llocationsordepictions.All above rc, TIMES. � ATTN: CARLOS NAVARRO ,� 7 NTS fa,i"ties can be readily seen and verified by the parties t+•; . ;.J+ --d1 t 1138 SAMO. 27 SURVEY MONUMENTS THAT WILL BE DESTRO • YED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE WATER CABLE CO. BASIS OF BEARINGS ESMT ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CUCAMONGA COUNTY WATER DISTRICT COMCAST CABLE FS FINISHED SURFACE ELEVATION FL CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 9641 SAN BERNARDINO ROAD 1205 DUPONT AVE. THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE • _ RANCHO CUCAMONGA, CA. 91730 ONTARIO, IO, CA. 91761 IO, CA. 91 OF PARCEL 1 BEING N89'48'30"W PER PARCEL MAP N0. 11549 FILED INDICATES PROPOSED SLOPE ® INDICATES RETAINING WALL (909) 483-7440 (909) IN BOOK 159 PAGES 64 THROUGH 66, INCLUSIVE OF PARCEL MAPS, EXISTING CONTOUR NTS • Underground., Service Alert PHAS? LINE ELECTRIC RECORDS OF SAN BERNARDINO COUNTY. EC END OF CURVE BEFORE yoG o �� Call: TOLL FREE _ BENCH MARK No. 372 GRADE BREAK SOUTHERN CALIFORNIA EDISON CO. CB OFESS/ QR 4r{- INV ����" C> PRC 300 N. PEPPER AVE. RIALTO, NOTICE TO CONTRACTOR: �O RD L g '9� o� 1-800 UTILITIES SHOWN HEREON AS TOP REINFORCING ROD IN FLOOD CA. 92376 THE CONTRACTOR SHALL F UTILITY HAS BEEN =- CONSTRUCTED. 40' 0. CONTROL RETAINING WALL SW COR. UNDERGROUND: (909) 357-6233 GRAPHIC SCALE: 1'=40' s z 422-4133 BANANA &FOOTHILL (657)1235-5100 �^ # 67-5. PIPELTRANINES: 3 ( ) 3 Li No. 24573 ELEVATION 1214.17 DISTRIBUTION: (909) 357-6233 Exp. 124573 /31/01 TWO WORKING DAYS BEFORE YOU DIG `rq CIVIC 1Q' CIVIC- �� RC(0/ orww;�w R / %'O� 7� #CT02 NGR S. REVISIONS APPROVAL CITY DATE APPROVAL DATE i �OQV�OFESS/p��q` cc NQ � m Uj CO24SM {t EYA 12-31-W � 9TF�F CAL1E�� PROPOSED RCP STORM DRAIN 6" MIN. 10" MAX. nPICAL BEDDING FOR RCP STORM DRAIN NTS LEGEND: ACCESS ROAD MANHOLE ESMT EASEMENT TC TOP OF CURB ELEVATION FS FINISHED SURFACE ELEVATION FL FLOW, LINE ELEVATION FG FINISHED GROUND ELEVATION -- DAYLIGHT LINE TRACT BOUNDARY / PROPERTY LINE STORM DRAIN DIRECTION OF FLOW AND GRADE RATE ----R---- RIDGE LINE SEWER INDICATES PROPOSED SLOPE ® INDICATES RETAINING WALL 80 PROPOSED FINISHED GRADE CONTOUR (80) EXISTING CONTOUR NTS NOT TO SCALE PHAS? LINE BEGINNING OF CURVE .+ ❑❑ ❑V HaU & Rreman,Inc. DEIVA Civil Engineering - Planning - Surveying - Public Works 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997. (909) 982-7777 PREPARED UNDER THE SUPERVISION OF: A�yifj /4 -I 9 RICHARD L. BOWMAN R.C.E. 24573 DATE: CITY OF FONTANA, CALIFORNIA DRAWN BY STORM DRAIN PLANS SCALE: E.O. HORIZ: AS NOTED DESIGNED BY TITLE SHEET VERT: AS NOTED C.N. & E.O. FOR CHECKED BY DATE: A.G. & R.B. TRACT NO. 15957-19-2 09/30/98 JOB NO. f DR. N0. SHT. N0. 5195 PPROVED�_YEN G�/�•�'-cL�Q�'y�-1EER R.C.E. 25126 2695 1 OF 5 J: MH MANHOLE JS JUNCTION STRUCTURE TS TRANSITION JUNCTION STRUCTURE LAT LATERAL SD STORM DRAIN -1" MAX. SIZE SELECTED S SEWER NATIVE BEDDING COMPACTED 90% WTO WATER BC BEGINNING OF CURVE CN EC END OF CURVE GB GRADE BREAK CB CATCH BASIN INV INVERT C> PRC POINT OF REVERSE CURVE 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. 40' 0. 40' 80' 120' GRAPHIC SCALE: 1'=40' ❑❑ ❑V HaU & Rreman,Inc. DEIVA Civil Engineering - Planning - Surveying - Public Works 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997. (909) 982-7777 PREPARED UNDER THE SUPERVISION OF: A�yifj /4 -I 9 RICHARD L. BOWMAN R.C.E. 24573 DATE: CITY OF FONTANA, CALIFORNIA DRAWN BY STORM DRAIN PLANS SCALE: E.O. HORIZ: AS NOTED DESIGNED BY TITLE SHEET VERT: AS NOTED C.N. & E.O. FOR CHECKED BY DATE: A.G. & R.B. TRACT NO. 15957-19-2 09/30/98 JOB NO. f DR. N0. SHT. N0. 5195 PPROVED�_YEN G�/�•�'-cL�Q�'y�-1EER R.C.E. 25126 2695 1 OF 5 J: