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Home My WebLink About3277-19. GEATEAL NOTES CITY OE FONTANA, UnUTY NOTIFICATION LIST ALLARD ENGINEERING 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY CITY OF FONTANA S.B.C. FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. O1 - STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN 8353 SIERRA AVENUE 3939 E. CORONADO STREET 2 THE POTENTIAL EXISTS FOR GROUND MOVEMENT. BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING (909) 350-6632 (714) 666-5467 LATEST EDITION UNLESS OTHERWISE NOTED. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY 5 RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 1981 W. LUGONIA AVENUE DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM REDLANDS, CA 92374 COMCAST ( CABLE TV ) 9 PROVISIONS IN THE "GREEN BOOK"THE CONTRACTOR SHALL IMMEDIATELY 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND , REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. 11 PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONTARIO, CA 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 12 PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL AND ALL AFFECTED AGENCIES IMMEDIATELY. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING WORKING DAYS BEFORE EXCAVATION. CITY ENGINEER. 15 STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT 29, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND 17 SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 909 357-6223 - DISTRIBUTION (800) 422-4133 APPROVED PRIOR TO PAVING OF STREETS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT FONTANA WATER COMPANY FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PAVEMENT PRIOR TO PLACEMENT. PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL CRAWFORD CANYON MUTUAL WATER CO. 8440 NUEVO AVENUE -- DIRECTION OF FLOW BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL (909) 822-2201 ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON (909) 350-7610. COMPLETION OF PAVING. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA WHERE OTHERWISE NOTED. ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL .SHALL HAVE ADEQUATE SHORING THE CITY ENGINEER. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED TIMES. CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM CITY ENGINEER. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. GRANULAR BEDDING FROM SELECTED N; NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) CITY OE FONTANA, UnUTY NOTIFICATION LIST ALLARD ENGINEERING FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS CITY OF FONTANA S.B.C. Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER O1 - TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN 8353 SIERRA AVENUE 3939 E. CORONADO STREET 2 THE POTENTIAL EXISTS FOR GROUND MOVEMENT. FONTANA, CA 92335 ANAHEIM, CA 92807 3 INSTALL 36" RCP (1350-D) (909) 350-6632 (714) 666-5467 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC 589 LF 5 RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT 6 U74 PURPOSE. ATT TN: DENNIS FREEMAN (800) 227-2600 REMOVE EXISTING HEADWALL 1981 W. LUGONIA AVENUE 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM REDLANDS, CA 92374 COMCAST ( CABLE TV ) 9 AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF (909) 335-7547 ATTN: JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. 10 THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 3 EA 11 THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER ONTARIO, CA 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 12 PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL 300 N. PEPPER AVENUE 13 CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO RIALTO, CA 92376 VERIZON 14 WORKING DAYS BEFORE EXCAVATION. 909) 820-5598 - UNDERGROUND ATTN: STEVE HOCK 15 INSTALL 30" RCP (1350-D) 909) 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 213 637-1233 - PIPELINES ONTARIO, CA 91766 17 COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, 909 357-6223 - DISTRIBUTION (800) 422-4133 18 CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, 800 422-4133 19 RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. FONTANA WATER COMPANY 20 ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE ATTN: MICHAEL J. McGRAW PRIOR TO WORK AROUND THEIR FACILITIES. CRAWFORD CANYON MUTUAL WATER CO. 8440 NUEVO AVENUE -- DIRECTION OF FLOW ATTN: BASIL J. FABRIZIO (909) 463-9580 FONTANA CA 92235 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR (909) 822-2201 WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. FAX: (909) 823-5046 CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. PRIVATE ERG ERS AT077CE TO CONTRACTOR: 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES WHERE OTHERWISE NOTED. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 8" MAX' THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE - PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 2. TRENCH DEPTHS OF GREATER THAN 5' PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING .SHALL HAVE ADEQUATE SHORING DURING CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 3. CLASS It AGGREGATE BASE ALL TRENCHES CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND CITY ENGINEER. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND GRANULAR BEDDING FROM SELECTED N; NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF ,.., WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE o BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. OF THE DESIGN PROFESSIONAL. OR GREATER IN SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY UNAUTHUMM CHANGES AM USES: COMPACTION SHALL BE 90% IN ALL ZONES THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO BEDDING MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE MONUMENT. 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. 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. p 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS p 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 DOUBLE COURSE ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR 4" X 8" BRICK WRITTEN APPROVAL AND MORTAR PLUG I- 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 I ------------- qa I I fI pp L I I I -7 I ii I I I i �------ � r /j II - ,., _ ---a--- _ - --- - _- _-__ +- --- ..�.� a i I I b = ---R R0ff=CVURT -_ N .% a I T •o I 'll '� -I �� - -------- i ( i EXISTING STORM DRAIN I j I E4 all -- -- -__--------------- -- BRICK AND OARLAI�r*D® MORTAR PLUG DRIVE RCP OBTAINED. RECTI® SECTION!nff 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-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. ICS AND NORTARMPLUG 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, TYPICAL FOR LL DIAPIETERS COLOR AND FINISH TO MATCH EXISTING CONCRETE. a D 0 DIAL TWO WORKING BEFORE •�• DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N.T.S. REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE rLEC-01LD 09AP 1 w, SHOULD CONSTRUCTION OF REQUIRED WROVEIMM NOT C0.*"',.MEPICE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWfJ HEREON A1�'D CARRIED FORTH IRT A DMIGENT XIIANNEIL THE CITY ENGWEER MAY REQUME REVISIONS TO THE PLANS TO BRIING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT I s I _------_ _------ --- ------------------- SCALE: 1 "=150' H a. Q pFESS/p\ These Reco Documents have been prepared based �o s Haal%.q�� on information provided by others. The Design 1 c Professional has not verified the accuracy and/or No. 43976 completeness of this information and shall not be Exp. 6-30-09 responsible for any errors or omissions which may be' e herein as a result. CIM + �2 I Og BASIS OF BEARINGS: BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THI SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY. BFYCIMAM PREPARED FOR: YOING HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P. 10370 TRADEMARK STREET #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. RANCHO CUCAMONGA, CA 91730 (909) 477-6715 ELEVATION: 1365.01 DATE Q 05 VCM sr wei M IT AW FOANTANA Prepared By: \\\ PROJECT ALLARD ENGINEERING VICINITY IMP N.T.S. LOCATION Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue CONSTRUCTION NOTES ESTEIATE OF QUANTITIES O1 - INSTALL 18" RCP (1350-D) 18 LF 2 INSTALL 24" PCP (1350-D) 153 LF 3 INSTALL 36" RCP (1350-D) 1361 LF DATE: INSTALL 42" RCP (1350-D) 589 LF 5 INSTALL 54" RCP (1350-D) 57 LF 6 U74 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 320-1 5 EA REMOVE EXISTING HEADWALL 1 EA 8 REMOVE EXISTING RIP -RAP PAD 1 EA 9 INSTALL 48" CMP RISER WITH DEBRIS RACK CAGE PER CALTRANS STD PLAN D93C 1 EA 10 REMOVE BRICK AND MORTAR PLUG 3 EA 11 REMOVE EXISTING 48" CMP RISER AND 24" RCP 1 EA 12 INSTALL BRICK AND MORTAR PLUG PER DETAIL SHOWN HEREON 2 EA 13 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-3 1 EA 14 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 332-1, CASE 1 1 EA 15 INSTALL 30" RCP (1350-D) 938 LF 16 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 321-1 2 EA 17 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 322-1 1 EA 18 REMOVE EXISTING 54" RCP TO NEXT DOWNSTREAM JOINT t3 LF 19 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 331-2 2 EA 20 INSTALL MANHOLE FRAME AND COVER, LOCKING TYPE PER APWA STD. 210-2 1 EA LEGEND -- DIRECTION OF FLOW o STREET LIGHT 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING 90%0 COMPACTED NATIVE BACKFILL 3" MAX SIZE 6" MIN. NOTES: 8" MAX' 1. TRENCH WIDTH SHALL BE CONTROLLED - TO TOP OF PIPE ZONE i 2. TRENCH DEPTHS OF GREATER THAN 5' GRANULAR BEDDING FROM SELECTED YI' .SHALL HAVE ADEQUATE SHORING TRENCH SIDE MATERIAL (1" MAX SIZE) - 3. CLASS It AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH GRANULAR BEDDING FROM SELECTED N; 4 } $ - z NOTE: TRENCH SIDE MATERIAL FOR PIPE 10' ,.., ; o OR GREATER IN DEPTH USE 1/2 - w COMPACTION SHALL BE 90% IN ALL ZONES CRUSHED STONE BEDDING aci_ I UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS Prepared By: CITY OF FONTANA,_ C LIFO NIA_ ALLARD ENGINEERING QROFEssro,Vq S. Hq,y�� Fy pT SPECIFIC RANCHO FONTANA SPECIFIC �,t 1� Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue w��OP�O O c� _� - DRAWN BY: TRACT ®. 1625-1 SCALE: Fontana, California 92335 0 No. 43976 m w CGR AS NOTED DATE: (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 * DESIGNED BY: STOR �; 0�'RAIN FLANS JRR MAY, 2003 J S 0 9T o► V 1 L ��\P CHECKED 4APP� DDRAWING NO.: 1 David S. Hammer, A.C.E. 43976 ate 461 Of CA\F DSH ip3 �Z%% (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 7 rnenume: M. \UYVU \ 1 urty t \J i VRM \ 1 ozuo- 1 \ I oL )o- I -auv I .0