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HomeMy WebLinkAbout3977-1GENERAL 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 BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING 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 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 CITY LIMITS. CALL (909) 350-7610. 6. 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. 7. IT SHALL BE THE RESPONSIBILITY OF THE 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 WALLS AND FACES OF 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 SAFELY 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 IN THE PUBLIC .RIGHT OF WAY .WITHOUT OBTAINING .A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, TT' SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND THE -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 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 SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13. 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 VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CML 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 TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTORS 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 IS OBTAINED. 23. 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. 24. ALL EXPOSED CONCRETE 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 CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS 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 IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACID, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES 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. 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 ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE -CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. aN OF FONTANA. WIM NOTIFICARON Uff CITY OF FONTANA S.B.C. INC. ATTN: BRIAN WREN 3939 E. CORONADO STREET 8353 SIERRA AVENUE ANAHEIM, CA 92807 FONTANA, CA 92335 (714) 666-5500 (909) 350-6632 STREET LIGHTS UNDERGROUND SERVICE ALERT SO. CALIF. GAS COMPANY (800) 422-4133 1981 W. LUGONIA AVENUE HYDRAULIC GRADE LINE REDLANDS, CA 92374 COMCAST ( CABLE TV ) (909) 335-7547 1205 DUPONT AVE. EMERGENCIES: (800) 427-2200 ONTARIO, CA 91761 13 (909) 390-4738 SO. CALIF EDISON COMPANY 1 300 N. PEPPER AVENUE VERIZON RIALTO, CA 92376 1400 E. PHILIPS BLVD. 909 820-5598 - UNDERGROUND ONTARIO, CA 91766 909 875-5100 - TRANSMISSION (800) 422-4133 213 637-1233 - PIPELINES OR GREATER IN DEPTH -USE 112 909 357-6505 - DISTRIBUTION FONTANA WATER COMPANY 8003 422-4133 ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE ADELPHIA FONTANA CA 92235 1.500 S. AUTO .CENTER DRIVE (909) 822-2201 ONTARIO, CA 91761 FAX: (909) 823-5046 (714) 666-5500 3 CRAWFORD CANYON MUTUAL WATER CO. DRAIN ATTN: BASIL J. FA13RIZIO (909) 463�9580 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UNAUTHORISED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CITY OF FONTANA TRACT 16723 STORM DRAIN IMPROVEMENT PLANS " A �'I�TE 46R)RI E MIDDL S C = ©OL 36 LOT Ir -------------------- ------ -J--i- I -=--------- -"-------------- 0 - - �� - - - - - - - - - - - - - - - - - - - - O - - I o I I WALNUT AVENUE I I� L e a I I Ire a �3���� ®�►������ 1! INDEX MAP ` I e SCALE: 1`_80' TOP OF STRUCTURAL PAVEMENT SU13GRADE� Lfwqu. - INDICATES CENTERLINE INDICATES RIGHT-OF-WAY UNE - - - - INDICATES FUTURE IMPROVEMENTS --(1300} INDICATES FUTURE CONTOUR UNE #--- STREET LIGHTS DIRECTION OF FLOW o SEWER MANHOLE HGL HYDRAULIC GRADE LINE INT INTERIM ULT ULTIMATE N.A.P. NOT A PART 13 STORM DRAIN MANHOLE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UNAUTHORISED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CITY OF FONTANA TRACT 16723 STORM DRAIN IMPROVEMENT PLANS " A �'I�TE 46R)RI E MIDDL S C = ©OL 36 LOT Ir -------------------- ------ -J--i- I -=--------- -"-------------- 0 - - �� - - - - - - - - - - - - - - - - - - - - O - - I o I I WALNUT AVENUE I I� L e a I I Ire a �3���� ®�►������ 1! INDEX MAP ` I e SCALE: 1`_80' TOP OF STRUCTURAL PAVEMENT SU13GRADE� 3" MAX. SIZE NATIVE SOIL COMPACTED 957 NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING 3. CLASS II AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE: COMPACTION SHALL. BE 907 IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS Q BASIS Of BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE BEING NORTH 89058'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY. ,8Y 4LGA,GD 4iy5;/1VE2�INC7 a'� _P oxfj -) 24YMON0 <l. f�LZA/ZO IJATE lICE.3foOSZ EXO. to/3D`j2 r N 907 COMPACTED NATIVE 1:1 SLOPE OR FLATTER BACKFILL 6" MAX SIZE OR ADEQUATE SHORING 6" MIN. 8" MAX. GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1 MAX SIZE) 1 GRANULAR BEDDING FROM SELECTED - ; ' z _ TRENCH SIDE MATERIAL FOR PIPE 10' = - - y - N "' OR GREATER IN DEPTH -USE 112 CRUSHED STONE BEDDING -CL z 3 STORM DRAIN PIPE ,- Uj w m m TRENC"'li'DETAIL NTS 3" MAX. SIZE NATIVE SOIL COMPACTED 957 NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING 3. CLASS II AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE: COMPACTION SHALL. BE 907 IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS Q BASIS Of BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE BEING NORTH 89058'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY. ,8Y 4LGA,GD 4iy5;/1VE2�INC7 a'� _P oxfj -) 24YMON0 <l. f�LZA/ZO IJATE lICE.3foOSZ EXO. to/3D`j2 -VICINITY MAP N.T.S. THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. cONSTRUC ON NOTS LROCAiION ESTIMATE OF QUANTITIES C51 INSTALL 42" RCP (D -LOAD PER PROFILE) 89 LF 2 INSTALL 30' RCP (D -LOAD PER PROFILE) 578 LF. 3 INSTALL 24" RCP (D -LOAD PER PROFILE) 483 LF. 4 CONSTRUCT MANHOLE PER A.P. W.A. STD PLAN 321-1 4 E A. CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD PLAN APWA STD. 380-3 1 E.A. (D-_ REMOVE BRICK AND MORTAR PLUG 1 E.A. owssyo D J. C-0 O m C No. 36052 Exp. 6-30-20 LP CIVI �IFOF ChLI; OAC, SHEEP INDEX TITLE sxm U1141- n LINE 137 LATERALS `A-17, 'A-2 , AND 'A-3" DETAILS SHEET 1 SHEET 2 SHEET 3 SHEET 4 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED FOR: ORIGINAL BENCHMARK Prepared By: oFESs CITY OF FONTANA, CALIFORNIA D � SHOULD CONSTRUCTION Of REQUIRED eR IMPROVEMENTS NOT COMMENCE WITHIN CITY` OF FONTANA BM -361 U:jALLARD ENGINEERING �o��o S. H,q,� ��� R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER �� P -1 STORM DRAIN IMPROVEMENT PLANS TWO YEARS Of THE DATE OF APPROVAL YH WALNUT LLC OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning O G� ELEVATION: 1365.01, SINCE DESTROYED 8253 Sierra Avenue � DRAWN BY: SCALE: SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET No. 43976 m AE TRACT NO. 16723 AS NOTED DILIGENT MANNER, THE CITY ENGINEER MAY Fontana, DIAL TWO WORKING RANCHO CUCAMONGA, CA. 91730 9 356-1815 California Fax 909 356-1795 °�P• 6/30/07 � DESIGNED BY: ( TLE SHEET DATE' BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO TEL (909) 291-7600 SITE BENCHMARK I ( i ML OCTOBER, 2005 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX(909) SW CORNER, SEC. 31, TAN., R.5W., S.BM. -2 • I.P. -OTO �q C i V t � �� CHECKED BY. APPR 183 /j' DRAWING NO.: ( ) 291-7630 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF T TOLL FREE 1-800-227-2600 /� / 44E5AIO slD�d4D2.411/ I/YY/E•0%�,, 3`�¢ �/ �1� q •/ •I I CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date FOF CAI. I DATE: - 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 5,�`t/c,� �,aWAT101 13906 (expires 613012007) - ��91 EER R.C.E. 51152 3977 4 miename: M: \awg \ m,7 i \i -mai uesign \,-) 1 UKM UMfV \ ! 0 /LJ --)Uu r .owg 16 1 1 -VICINITY MAP N.T.S. THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. cONSTRUC ON NOTS LROCAiION ESTIMATE OF QUANTITIES C51 INSTALL 42" RCP (D -LOAD PER PROFILE) 89 LF 2 INSTALL 30' RCP (D -LOAD PER PROFILE) 578 LF. 3 INSTALL 24" RCP (D -LOAD PER PROFILE) 483 LF. 4 CONSTRUCT MANHOLE PER A.P. W.A. STD PLAN 321-1 4 E A. CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD PLAN APWA STD. 380-3 1 E.A. (D-_ REMOVE BRICK AND MORTAR PLUG 1 E.A. owssyo D J. C-0 O m C No. 36052 Exp. 6-30-20 LP CIVI �IFOF ChLI; OAC, SHEEP INDEX TITLE sxm U1141- n LINE 137 LATERALS `A-17, 'A-2 , AND 'A-3" DETAILS SHEET 1 SHEET 2 SHEET 3 SHEET 4 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED FOR: ORIGINAL BENCHMARK Prepared By: oFESs CITY OF FONTANA, CALIFORNIA D � SHOULD CONSTRUCTION Of REQUIRED eR IMPROVEMENTS NOT COMMENCE WITHIN CITY` OF FONTANA BM -361 U:jALLARD ENGINEERING �o��o S. H,q,� ��� R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER �� P -1 STORM DRAIN IMPROVEMENT PLANS TWO YEARS Of THE DATE OF APPROVAL YH WALNUT LLC OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning O G� ELEVATION: 1365.01, SINCE DESTROYED 8253 Sierra Avenue � DRAWN BY: SCALE: SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET No. 43976 m AE TRACT NO. 16723 AS NOTED DILIGENT MANNER, THE CITY ENGINEER MAY Fontana, DIAL TWO WORKING RANCHO CUCAMONGA, CA. 91730 9 356-1815 California Fax 909 356-1795 °�P• 6/30/07 � DESIGNED BY: ( TLE SHEET DATE' BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO TEL (909) 291-7600 SITE BENCHMARK I ( i ML OCTOBER, 2005 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX(909) SW CORNER, SEC. 31, TAN., R.5W., S.BM. -2 • I.P. -OTO �q C i V t � �� CHECKED BY. APPR 183 /j' DRAWING NO.: ( ) 291-7630 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF T TOLL FREE 1-800-227-2600 /� / 44E5AIO slD�d4D2.411/ I/YY/E•0%�,, 3`�¢ �/ �1� q •/ •I I CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date FOF CAI. I DATE: - 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 5,�`t/c,� �,aWAT101 13906 (expires 613012007) - ��91 EER R.C.E. 51152 3977 4 miename: M: \awg \ m,7 i \i -mai uesign \,-) 1 UKM UMfV \ ! 0 /LJ --)Uu r .owg