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Home My WebLink About2936-2PROJECT SPECIFIC NOTES: 1. GENERAL CITY WILL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF SAN BERNARDINO TRANSPORTATION DEPARTMENT (FOR WORK TO BE PERFORMED WITHIN COUNTY RIGHT-OF-WAY). CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC AT ALL TIMES DURING CONSTRUCTION UNLESS OTHERWISE SPECIFIED OR PERMITTED BY THE CITY. CONTRACTOR SHALL FURNISH TRENCH PROTECTION AS REQUIRED TO CONSTRUCT SEWER AND MAINTAIN TRAFFIC MOVEMENT. 2. NOTIFICATIONS ONE MONTH PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL POST CONSTRUCTION NOTICE SIGNS SPECIFYING DATES WHEN CONSTRUCTION WILL BEGIN AND CONTRACTOR'S NAME AND PHONE NUMBER. IN ADDITION TO NOTIFICATIONS SPECIFIED IN THE CONSTRUCTION SPECIFICATIONS (GENERAL CONDITIONS, UTILITY REQUIREMENTS), CONTRACTOR SHALL NOTIFY RESIDENTS AND COMMERCIAL ESTABLISHMENTS OF IMPENDING WORK. PRINTED NOTICES, PROVIDED BY CITY, SHALL BE DELIVERED TO ALL RESIDENTS AND COMMERCIAL ESTABLISHMENTS IN THE VICINITY OF THE WORK AT LEAST SEVEN DAYS IN ADVANCE OF CONSTRUCTION. SAID NOTICES SHALL FIRST BE APPROVED BY THE CITY AND SHALL CONTAIN A GENERAL DESCRIPTION OF THE WORK, DATES WORK WILL BE PERFORMED, DESCRIPTIONS OF AREAS WHERE TRAVEL AND PARKING WILL BE RESTRICTED, AND NAMES OF STREETS WHICH WILL BE CLOSED TO THROUGH TRAFFIC OR WHERE TRAFFIC WILL BE RESTRICTED. IF THE CITY OR COUNTY RECEIVES COMPLAINTS FROM INDIVIDUALS AFFECTED BY CONSTRUCTION, CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO CORRECT THE SITUATION AS DIRECTED BY THE CITY. IF CONTRACTOR RECEIVES COMPLAINTS DIRECTLY, HE SHALL REPORT SAME IMMEDIATELY TO THE CITY. THEREAFTER, HE SHALL TAKE IMMEDIATE ACTION TO CORRECT THE SITUATION AS DIRECTED BY THE CITY. 3. MANHOLE GRADE ADJUSTMENT CONTRACTOR SHALL INSTALL NEW MANHOLE SHAFTS TO FINISH GRADE AND PLACE MANHOLE FRAME AND COVER. 4. BACKFILL WHERE PROPOSED SEWER CROSS BENEATH EXISTING WATERLINES (4" MINIMUM DIAMETER), CONTRACTOR SHALL WRAP EXISTING WATERLINE WITH 60 ml VISQUINE AND CRADDLE EXISTING WATERLINE WITH 2" THICK STYROFOAM TO THE SPRINGLINE. CONTRACTOR SHALL PROVIDE A PIPE SUPPORT FOR THE EXISTING WATERLINE PER DETAIL BELOW. EXISTING CONDUIT TO BE SUPPORTED m w A � 0 w a a 18" TRENCH WIDTH 560 - B - 3250 A REINFORCED CONCRETE BEAM 18" #4 BARS BEARING • • DOF -•R PIPE �E, #4 BAR CONTINUOUS �� 2" CL I_ SECTION A -A Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT Foy r CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JN 12427 City of Fontana File: E:\dwg\12427\12427s2.dwg 04/11/01 PRIOR TO CONSTRUCTION OF PIPE SUPPORT CONTRACTOR SHALL WRAP EXISTING WATERLINE WITH 60 mil VISQUINE AND CRADDLE EXISTING WATERLINE WITH 2" THICK STYROFOAM BETWEEN PIPE AND CONCRETE SUPPORT. 5. SEWER LATERALS APPROXIMATE LOCATIONS OF LATERALS ARE SPECIFIED ON THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL COORDINATE WITH CITY AND EACH PROPERTY OWNER TO DETERMINE PRECISE LATERAL LOCATIONS. THEREAFTER, CONTRACTOR SHALL CONSTRUCT LATERAL AT THE DETERMINED LOCATION. THE SEWER LATERALS ARE TO BE CONSTRUCTED FROM PROPOSED SEWER TO EXISTING RIGHT-OF-WAY OR TO 1' BEHIND CURB AS SPECIFIED ON THE CONSTRUCTION DRAWINGS. IN ACCORDANCE WITH STATE DEPARTMENT OF HEALTH SERVICES REQUIREMENTS, LATERALS SHALL BE CONSTRUCTED A MINIMUM OF 10' FROM EXISTING PARALLEL WATER FACILITIES. 6. RESTORATION REQUIREMENTS CONTRACTOR SHALL PROTECT EXISTING CURB, GUTTER, AND SIDEWALK IN PLACE DURING SEWER CONSTRUCTION. IF CURB, GUTTER, AND/OR SIDEWALK IS DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE SAME TO LIMITS SPECIFIED BY CITY. CONTRACTOR SHALL, AS A MINIMUM, HAVE ACCOMPLISHED BY THE END OF EACH WORK DAY (4:00 P.M.) THE FOLLOWING: A. PLATE OPEN EXCAVATIONS (30' MAXIMUM). TEMPORARY ASPHALT CONCRETE SHALL BE PLACED AROUND PLATES FOR SMOOTH TRANSITION (WHERE APPLICABLE). B. FILL ALL REMAINING EXCAVATIONS WITH COMPACTED BACKFILL AND PLACE 2" MINIMUM TEMPORARY ASPHALT CONCRETE PAVEMENT IN ALL AREAS WHERE EXISTING PAVEMENT WAS REMOVED AND AT ALL DRIVEWAYS. SAID PAVEMENT SHALL BE COMPACTED, ROLLED SMOOTH AND FLUSH WITH ADJACENT PAVEMENT SUFFICIENT TO SUPPORT TRAFFIC. SAID PAVEMENT MAY BE PLACED COLD PROVIDED IT IS PLACED SMOOTH AND FLUSH WITH ADJACENT EXISTING PAVEMENT AND ROLLED WITH A STEEL WHEELED PAVEMENT ROLLER, AND PROPERLY MAINTAINED. C. REMOVE ALL DEBRIS, CONSTRUCTION MATERIALS, AND EQUIPMENT FROM PUBLIC STREETS, CONSTRUCTION RIGHT-OF-WAY, AND PRIVATE PROPERTY. D. CLEAN (INCLUDING SWEEPING AND WASHING) ALL STREETS, DRIVEWAYS, GUTTERS, SIDEWALKS, AND ALL OTHER WORK AREAS. (CONTRACTOR MAY BE REQUIRED TO WASH AND/OR SWEEP WORK AREAS MORE THAN ONCE A DAY, IF DIRECTED BY THE CITY). E. RELOCATE ALL TRAFFIC CONTROL AS REQUIRED AND TO OPEN ALL STREETS TO TRAFFIC. CONTRACTOR SHALL MAINTAIN ALL TEMPORARY ASPHALT CONCRETE THROUGHOUT THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES TO MAINTAIN TEMPORARY ASPHALT CONCRETE AND TRENCH BACKFILL IN GOOD AND SAFE CONDITION. CONTRACTOR SHALL IMMEDIATELY RESPOND TO ALL REQUESTS BY CITY FOR REMEDIAL WORK (INCLUDING WEEKENDS AND HOLIDAYS). CONTRACTOR SHALL HAVE A CREW AVAILABLE TO RESPOND TO SAID REQUESTS. CONTRACTOR SHALL RECYCLE ALL REMOVED ASPHALT CONCRETE PAVEMENT. CONTRACTOR SHALL FURNISH CITY WRITTEN DOCUMENTATION THAT SAID PAVEMENT HAS BEEN RECYCLED. 7. ASPHALT CONCRETE PAVEMENT/STRIPING/SIGNING FOR ALL AREAS WHERE PROPOSED ASPHALT CONCRETE MEETS EXISTING ASPHALT CONCRETE, SAW CUT EDGES TO NEAT VERTICAL EDGE EITHER PERPENDICULAR TO OR PARALLEL WITH CENTERLINE. CONTRACTOR SHALL PROVIDE ALL STRIPING AS SHOWN ON THE TRAFFIC CONTROL PLANS AND AS NECESSARY TO RELOCATE TRAFFIC. CONTRACTOR SHALL FURNISH TRAFFIC SIGNING AS REQUIRED INCLUDING BUT NOT LIMITED TO, BUS STOP SIGNS, SPEED LIMIT SIGNS, AND CONSTRUCTION SIGNS. 8. SEWER CONSTRUCTION SEQUENCE CONTRACTOR SHALL CONSTRUCT SEWERS CONTINUOUSLY FROM DOWNSTREAM TO UPSTREAM STATION. 9. TRENCHING CONTRACTOR SHALL WHILE ACTIVELY WORKING IN CONSTRUCTION AREA, LIMIT OPEN TRENCHES TO 100 FEET MAXIMUM. NO OPEN TRENCHES ARE PERMITTED DURING NON WORK HOURS. NOTES 1. WIDTH OF BEAM SHALL EQUAL O.D. + 8" OF SUPPORTED PIPE. 2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM WIDTH SHALL BE EQUAL BEDDING WIDTH. 3. IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE FULLY BEDDED IN 420-C-2000 CONCRETE FOR LENGTH 18". THE BEDDING SHALL HAVE A MINIMUM THICKNESS OF 4". CLASS'C' MORTAR SHALL BE PLACED BETWEEN TOP OF BEAM AND SUPPORTED PIPE TO PROVIDE MINIMUM BEARING SHOWN. 4. THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS ARE FIRM AND UNYIELDING. 5. MAXIMUM SPACING OF BARS SHALL BE 4" O.C. PIPE SUPPORT 9 N.T.S. g� IRECORD DRAWING 5/02 1 S.N. REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE c�• No. 16434 * Exp. 6/30/05 \CIV 1�- rFOFCA�� RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT THEREOF. L.D. KING, INC. 2151 CONVENTION CENTER WAY Lr)4cinc;SUITE 100B ONTARIO, CA 91764 (909) 937-0200 •C>L -O� CARL J. FRE AN, R.C.E. No. 16434 DATE EXPIRES 6-30-05 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. 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. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. STATIONING REFERS TO THE CENTERLINE OF STREET EXCEPT WHERE OTHERWISE NOTED. 5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 6. 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 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. 7. ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. 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. 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10. WHEN 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. 11. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW PERMANENT ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 13. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14. 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. 15. 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. 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17. 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. 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 19. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 22. 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. 23. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25. 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. 26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM TWELVE FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. CONSTRUCTION NOTES FOR SEWER IMPROVEMENTS FOR LOCUST AVENUE 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 28. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.), EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V. C. P. 29. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 30. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEAN OUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEAN OUT. 31. ALL HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 32. 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. 33. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 34. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 35. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 36. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 37. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. REPLACE PVMT. SECTION IN KIND AND ADD 0.1'. UNLESS OTHERWISE SPECIFIED ON THE CONSTRUCTION DRAWINGS. 6" MIN. 6" MIN. 10 MAX. 10 MAX. SUBGRADE 95% COMPACTED SELECT NATIVE - MATERIAL 90% COMPACTED PROPOSED VCP SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �•. CRUSHED ROCK PER GRADATION SHOWN BELOW ligona R:!j -,. oigil Bedding Detail N.T.S. SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - 1" 100 3/4" 90 - 100 1/2 " /2" 30 - 60 3/8" 0 - 20 NO.4 0-5 NO. 8 - ASTM C 131 TEST GRADING B CITY OF FONTANA, CALIFORNIA LOCUST AVENUE DRAWN BY: LOCUST AVENUE SEWER IMPROVEMENTS SCALE: RCH FOOTHILL BLVD. TO LAUREL DR. AS SHOWN DESIGNED BY: co CONSTRUCTION NOTES DAIS: APR. 2001 CHECKED BY: AP VED B . DATE: DRAWING NO.: 2 CB 'r! j' . c 7- 2986 4 qTY ENGINEER R r F un R11 i7