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Home My WebLink About3636-1U C) N cp 0 Q 0 0 J o_ 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 1S 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. J. 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 SAFETY 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, IT 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. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 PLACED, 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. CITY OF FONTANA. UTILITY NOTiFICAnON LIST CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (9.09) 350-6632 (714) 666-5467 SO. CALIF. GAS COMPANY COMCAST ( CABLE TV ) 1.981 W. LUGONIA AVENUE 1205 DUPONT AVE. REDLANDS, CA 92374 ONTARIO, CA 91761 (909) 335-7547 (909) 390-4738 EMERGENCIES: (800) 427-2200 CRAWFORD CANYON MUTUAL WATER CO. SO. CALIF. EDISON COMPANY ATTN: BILL VANDERKIEFT, JR. 300 N. PEPPER AVENUE (619) 868-6040 RIALTO, CA 92376 909 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 213 637-1233 - PIPELINES ONTARIO, CA 91766 909 357-6223 - DISTRIBUTION FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA 92235 (909) 822-2201 FAX: (909) 823-5046 PBli►ATE ENG-lTEFB"S NOTICE TO COIV7RACM 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. i UNAUTHORIZED CHANGES AND USED 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 i PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. i W DOUBLE COURSE 4 X 8 BRICK AND MORTAR PLUG SECTION AmA BRICK AND MORTAR PLUG REP SECTION BmB BRICK AND MORTAR PLUG TYPICAL FOR ALL DIAMETERS N.T.S. GO, SHOULD CONSTRUCTION OF REQUIRED IMPROVOIENTS NOT COMMENCE WITHIIIT TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AM FORTH IN A DILIGENT MANNER, THE CITY ENGAITEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT CITY OF FONTANA TR -ACT N0. 16271 STORM DRAIN. PLAN VALAI�'T AI's; 1..11.0)-1.1.1-tN 8 1 7 1 6 11 5 10 SHEEP 2 TOP OF STRUCTURAL PAVEMENT SUBGRADE 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING 12 1 13 1 1 14 GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1'" MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 112 CRUSHED STONE BEDDING STORM DRAIN PIPE 4 I 3 o INDEX MAP SCALE. 17-60' : OJ_j V_ mm 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 It AGGREGATE BASE ALL TRENCHES LESS THAN 1.0.0 FEEL IN LENGTH NOTE: COMPACTION SHALL BE 907o IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS TRENCH DETAIL NTS BASIS OF BEARINGS: THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. PREPARED FOR: The Stratham Group 2201 Dupont Drive, Suite 300 Irvine, CA 92612 (949) 833-1554 ext.226 (949) 833-7853 BENCHMARK CITY OF FONTANA BENCHMARK NO. 360-A NAIL IN POLE NO. 1563704E AT THE SOUTHWEST CORNER LIME AVENUE AND BASELINE AVENUE. ELEVATION: 1376.03 3" MAX. SIZE NATIVE SOIL COMPACTED 95% 2 1 1 LEGEND -� DIRECTION OF FLOW - STREET LIGHT 0 SEWER MANHOLE [ ] INDICATES FUTURE ELEVATION HGL HYDRAULIC GRADE LINE INT INTERIM ULT ULTIMATE Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - ,Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 P-04 `f 'f G 4--7 p S- Raymond J. Allard, A.C.E. 36052 Date (expires 6/30/2008) 30 31 32 33 RE 0 b e r� 2 a aswary a WCENTY MAP LOCATION CONSTRUCTION NOTES ESTIMATE OF QUANTITffS Ot -INSTALL 18" RCP (PER PROFlLE) 106 LF Q- INSTALL 30' RCP (PER PROFILE) 173 LF 3� INSTALL 42" RCP (PER PROFILE) 77 LF 4�CONSTRUCT MANHOLE PER AP.W.A. STD PLAN 321-1 1 EA O5 -INSTALL BRICK AND MORTAR PLUG PER DETAIL SHOWN HEREON 2 FA 6�CONSTRUCT 100 LB. RIP -RAP (1.5' THICK WITH FILTER BLANKET) 10 CY Q> --CONSTRUCT SINGLE PIPE °L" TYPE HEADWALL PER CALTRANS STD. DWG. D89 AND DETAIL ON SHEET 2 1 EA 9�CONSTRUCT TRASH RACK PER APWA STD. PLAN 361-0 2 EA &-CONSTRUCT 6' HIGH TUBULAR STEEL FENCE PER LANDSCAPE ARCHITECTS PLANS 220 LF 11 CONSTRUCT 2 - 9' WIDE NBUTAR STEEL GATES PER LANDSCAPE ARCHITECTS PLANS 2 EA @-CONSTRUCT TRAPEZOID EARTHEN CHANNEL PER DETAIL ON SHEET 3 756 LF @-CONSTRUCT SINgI,f PIPE HEADWALL PER CALTRANS STD. DWG. D89 � EA MODIFIED L DIMENSION PER DETAIL ON SHEEP 3 (3 --CONSTRUCT SPILLWAY PER DETAIL ON SHEEP 3 1 EA @-CONSTRUCT MODIFIED WING -TYPE HEADWALL PER S.B.C.R.D. STD. PLAN 209 ON SHEEP 3 1 EA @-CONSTRUCT 50 LB. RIP -RAP (1.5' THICK WITH FILTER BLANKET) 63 SF io JPAI yffm� W..w MAR M' GO, SHOULD CONSTRUCTION OF REQUIRED IMPROVOIENTS NOT COMMENCE WITHIIIT TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AM FORTH IN A DILIGENT MANNER, THE CITY ENGAITEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT CITY OF FONTANA TR -ACT N0. 16271 STORM DRAIN. PLAN VALAI�'T AI's; 1..11.0)-1.1.1-tN 8 1 7 1 6 11 5 10 SHEEP 2 TOP OF STRUCTURAL PAVEMENT SUBGRADE 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING 12 1 13 1 1 14 GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1'" MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 112 CRUSHED STONE BEDDING STORM DRAIN PIPE 4 I 3 o INDEX MAP SCALE. 17-60' : OJ_j V_ mm 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 It AGGREGATE BASE ALL TRENCHES LESS THAN 1.0.0 FEEL IN LENGTH NOTE: COMPACTION SHALL BE 907o IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS TRENCH DETAIL NTS BASIS OF BEARINGS: THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. PREPARED FOR: The Stratham Group 2201 Dupont Drive, Suite 300 Irvine, CA 92612 (949) 833-1554 ext.226 (949) 833-7853 BENCHMARK CITY OF FONTANA BENCHMARK NO. 360-A NAIL IN POLE NO. 1563704E AT THE SOUTHWEST CORNER LIME AVENUE AND BASELINE AVENUE. ELEVATION: 1376.03 3" MAX. SIZE NATIVE SOIL COMPACTED 95% 2 1 1 LEGEND -� DIRECTION OF FLOW - STREET LIGHT 0 SEWER MANHOLE [ ] INDICATES FUTURE ELEVATION HGL HYDRAULIC GRADE LINE INT INTERIM ULT ULTIMATE Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - ,Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 P-04 `f 'f G 4--7 p S- Raymond J. Allard, A.C.E. 36052 Date (expires 6/30/2008) 30 31 32 33 RE 0 b e r� 2 a aswary a WCENTY MAP LOCATION CONSTRUCTION NOTES ESTIMATE OF QUANTITffS Ot -INSTALL 18" RCP (PER PROFlLE) 106 LF Q- INSTALL 30' RCP (PER PROFILE) 173 LF 3� INSTALL 42" RCP (PER PROFILE) 77 LF 4�CONSTRUCT MANHOLE PER AP.W.A. STD PLAN 321-1 1 EA O5 -INSTALL BRICK AND MORTAR PLUG PER DETAIL SHOWN HEREON 2 FA 6�CONSTRUCT 100 LB. RIP -RAP (1.5' THICK WITH FILTER BLANKET) 10 CY Q> --CONSTRUCT SINGLE PIPE °L" TYPE HEADWALL PER CALTRANS STD. DWG. D89 AND DETAIL ON SHEET 2 1 EA 9�CONSTRUCT TRASH RACK PER APWA STD. PLAN 361-0 2 EA &-CONSTRUCT 6' HIGH TUBULAR STEEL FENCE PER LANDSCAPE ARCHITECTS PLANS 220 LF 11 CONSTRUCT 2 - 9' WIDE NBUTAR STEEL GATES PER LANDSCAPE ARCHITECTS PLANS 2 EA @-CONSTRUCT TRAPEZOID EARTHEN CHANNEL PER DETAIL ON SHEET 3 756 LF @-CONSTRUCT SINgI,f PIPE HEADWALL PER CALTRANS STD. DWG. D89 � EA MODIFIED L DIMENSION PER DETAIL ON SHEEP 3 (3 --CONSTRUCT SPILLWAY PER DETAIL ON SHEEP 3 1 EA @-CONSTRUCT MODIFIED WING -TYPE HEADWALL PER S.B.C.R.D. STD. PLAN 209 ON SHEEP 3 1 EA @-CONSTRUCT 50 LB. RIP -RAP (1.5' THICK WITH FILTER BLANKET) 63 SF RECORD DOCUMENT Ess �R _. ;V These Record Documents have been prepared (102 �based on information provided by others. Th.e c i Desi n Professional has not verified the accuracy M $ and/or completeness of this information and sh► ;I not be responsible for any errors or omis lt,1,s dux l ,V,��P 'c ay be incorporated herein as a result %F�� INDEX TO SHEETS TITLE SHEET SHEET 1 UNE -A", "B" & "C" SHEET 2 EARTHEN SWALE SHEET 3 DETAILS SHEET 4 �oF E SS, o CITY OF FONTANA, CALIFORNIA �o << STORM DRAIN PLAN ;� T 9�3a 2� DRAWN BY: SCALE: c�No. 36052 7- AE TRACT NO. 16271 AS NOTED °G Exp. 6/30/08 DESIGNED BY. TITLE SHEET DATE: AE APRIL, 2004 CIV 1 \- �� CHECKED BY: APPROVED BY: DRAWING NO.: 1 rF 01 of CA��F ml TE: 01 3636 CITY E EER R.C.E. 51152 4 Filename: M: \dwg\ 12908\ 16271-181ots\SD-18LOTS\ 16271-18LOTSSD01.dwg