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HomeMy WebLinkAbout3547-1 1 1'I CITY a F .NTANA GENERAL SEWER NOTES: SEWER IMPROVEMENT PLANS '1 a� c , � 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA ;TRACT NO. 16175 g i x TR�4 C TS 16541 16541-1 �\ STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS �` i 1 ? ( , FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE ; 1 i _ _ I I 16541-2 16541-3 SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION p N UNLESS OTHERWISE NOTED. " % II 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT '\ 3 • 9 LL�� 1 ��� \ 4 BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", , y� : THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. �\ 2 •TRACT NO. 16 ' , 12 i � � W 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. ` U ik 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE- 1211_0_44, •_, - 7 LOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION �j COORDINATION SHALL BE REQUESTED ATF, 1 i/ • L i --'B i REEK _ ��, 13 � Q LEAST TWO WORKING DAYS PRIOR TO THE START OF ; Mr4-.. s �� \ �J �l1 ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 14 p MM 9 �� I p t �5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFF/C CONTROL POLICIES, METHODS AND �� � I � � �` /PROCEDURES DESCR/BED /N THE STATE OF CALIFORN/A MANUAL OF TRAFFIC CONTROLS, LATEST II -,- :i /imilli . liir NON-METR/C EDITION UNLESS OTHERW/SE DIRECTED BY THE CITY TRAFFIC ENG/NEER. cc II . l 6 IT SHALLi TRACT :ND' v 16 iff cc BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, •� � 1111 ���L�DELINEATORS OR OTHER TRAFF/C CONTROL DEV/CES AT ALL TIMES. il T� , I QC4J7 THE CONTRACTOR SHALL OBTA/N A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK Q � � �� ' �lip!nt \J 7FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORN/A STATE DIVIS/ON ' SHORE' IT :NDRY. 15 U Zfti COOF INDUSTRIAL SAFETY o �.1 � SUMMIT AVE8 THE WALLS AND FACES OF ALL EXCAVAT/ONS GREATER THAN FIVE (5) FEET IN DEPTH i �I IQ �„_ �0 _SHALL BE GUARDED BY SHORING SLOPING OF THE GROUND OR OTHER APPROVED MEANS 21 19 18 _PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF \ ; ,"' O I I I '� ' CS I �'USTA DRIVE �� CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN Q (, IRA T O. 165' 1F THE POTENTIAL EXISTS FOR GROUND MOVEMENT. I 2 - -_- 11 44 �'I 131 W gr 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT i 1... i I ' 1at ® I Z OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. r .� I 12 tJ7 � 3 r —,..�.rglillOK MUNE. � j I TABLE: 200-1.2 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE r-, INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR `" �— r- " W' CURTIS AVE. TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING I 1 1 1 [A] UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. r �I TRACT BN/ • PERCENTAGE6. • ��' ' THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 I I I SIEVE SIZE PASSING Q' _ IA 1 J TWO WORKING DAYS BEFORE EXCAVATION. R i r 1 1 SIEVES 1 51T 41 r 4 '� 1 11 INCLUDING, BUT NOT THE CONTRACTOR ALIMITED LL O�O/NGAS,ATE CONSTRUCTION ELECTRIC,L CABLE TELEVISION,UTILITY S C . 6 7 8 9 1 q 1 1/2" _ �, /ERRA LAIC-�� ICK ��Y. LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, I I Q` O I 12 3/4" 100 r 1 TR'CT B DRY. I � a - STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES SHALL BE ` I� i I I 1/2" _ 90-100 r GIVEN TWO WORKING DAYS NOTICE PR/OR TO WORK AROUND THEIR FACILITIES. 1 I r 4Mi._ 6 7 8 9 10 I I 1 N 3/8" 20-60 / , AEA'. 11 .�_ MA I NO. 4 0-15 '., �� �' r ,...AND AVE 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT '� N0. 8 0-5 � � ' 7 0 ' `' APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE i �� �� �. S I -gille : �� �i ASTM C 131 r1; 1 to 4) cl WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. , rr • l / 3 •A a O. 6Jr'13 STATIONING REFERS TO THE CENTERL/NE OF SEWER EXCEPT WHERE OTHERW/SE NOTED. ' Thr , 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY i r .. TEST GRADING B I� THE ENGINEER TO ENABLE ► , , , 5 3 MAX. SIZE NATIVE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL / .' 2 r / WAY r t^ :tiniii I SOIL COMPACTED 959" �C� �TY i4P BE RESPONS/BLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL lotI 1 6 -:--------/ STAKING DUR/NG CONSTRUCT/ON. I __�r¢ 6" MIN. 6" MIN. 15 THE CONTRACTOR SHALL NOT DISTURB EX/STING SURVEY MONUMENTS, MONUMENT lft 10" MAX. 12�-10" MAX. SCALE.' 1 = 2000TIES OR BENCH MARKS WITHOUT PR/OR NOTIFICAT/ON TO THE CITY ENG/NEER. " r 3 =e'"16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY `' �<77MEW MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED �e \\\ �‘111� ■CIVIL ENGINEER OR LICENSED LAND SURVEYOR• SURVEY MONUMENTS THAT WILL BE �'� �Q�� y ; /i(, 24 18 DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR 1 - �'�4 R4 / 1I}, 1 SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 14:1-----1425 20 I I 1 •11 3" MAX. SIZE NATIVE • ' ' TRACT B SOIL COMPACTED 95% i 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL //1f1 . / • 1/'y I TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION i rw l f1 21 I 6" MIN. 6" MIN. AREA FOR RESIDENTS AND EMERGENCY VEHICLES. vJ 2 26 I If_ 10" MAX. 18 THE CONTRACTOR SHALL PROVIDE AND MA/NTA/N AN EFFECT/VE MEANS OF DUST CONTROL, c� jINCLUDING ADEQUATE WATERING, AT ALL TIMES. � / 24 w', / io _MAX. -- 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS -, Q' , 3 � fi \\� N TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY I 18 V M/N/ s +�" � 4DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. \ �� O• III 5 PUE-� 113,1 AVG. 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. j/ , ,I 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACT/ON. FAILURE , 4 1►. 11V #I ,1 6" MAX. SIZE r--�_ 1" MAX. SIZE 6" MAX. SIZE 1" MAX. SIZE R W TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION S� \ ,� 411%1.-'<r4: \� NAT/VE SOIL �� SELECTED NATIVE NATIVE SOIL �- SELECTED NATIVE /-NA_ _ OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. e 5 0, e 16 COMPACTED 909 BEDDING COMPACTED COMPACTED 909 BEDDING COMPACTED 5' M/N ` ' .q ® TO 90% _ 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING r Iii . Y> TO 90% r SEWER LATERAL STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE \ 6 " �'y 7 I'`,• l G = = : : : - — CURB LINE- STREET D/ST ` ,� �, 7 �' � / N ? z TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. = lot ,q s )► 4 '� - 18" V.C.P. a '•o .._� , 4 J 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH `�l `J < 8 O O _ WATER MA/N N TO MATCH EXISTING CONCRETE. �s 9 g 4 i� 1 C R e _e 'O P �• �' BY OTHERS �n 24 /F SEWER CONSTRUCT/ON IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE , Aill v 10 / \ 8" V.C.P. '- r 0 1/2" CRUSHED STONE BEDDING ,- r 8 A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE •,q ii / \ �� e PER STD. SPECS FOR PUBLIC 0- 0SEWER MAIN --� to _ _ DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. / 12 WORKS CONSTRUCTION TABLE 7 /� 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE �� �� 13 14 -- [ ] SHOWN METER BY OTHERS 200 1.2 A WATER LAT & SERVICE NOTE. WATER LINE 0 NORTH/EAST SIDE OF CL. VITRIFIED CLAY PIPE .) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS SEWER LINE © SOUTH WEST SIDE OF CL. OF THE ASTM DESIGNATION C700 FOR V.C.P.. �� J�' \ \\ LOT A 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL TYP. BEDDING FOR 8" VCP TYP. BEDDING FOR 8" VCP OF THE CITY ENGINEER. INDEX A _ '-` _ 10' OR DEEPER LESS THAN 10' DEEP Y _ NTS TYPICAL SEWER LATERAL & WATER SERVICE DETAIL 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE NTS WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. SCALE: 1" = 100' �- 1\111%i 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND NOT TO SCALE VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS SCALE IN FEET �'► _� LEGEND: TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 0 100 200 300 400 ___ __ SEWER MAIN 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE _ jr--7--------1 APPROVED BY THE CITY ENGINEER. II SEWER LATERAL 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE WATER MAIN STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS CITY OF FONTANA UTILITY NOTIFICATION LIST MEASURED FROM THE UTILITY EASEMENT. I ❑ WATER SERVICE CITY OF FONTANA PACIFIC BELL CO. CONSTRUCTION 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE NOTES: QUANTITIES: LOCATION OF THE SEWER LATERAL. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER -Q SEWER MANHOLE 8353 SIERRA AVENUE 3939 E.CORONADO STREET 0INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. 2,466 L.F. 32 /F EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED FONTANA, CA 92335 ANAHEIM, CA 92807 PRIVATE ENGINEER'S NOT/CE TO CONTRA C TORS FIRE HYDRANT IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED (909) 350-6632 (714) 666-5467 O2 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF 10 Eq AGENCIES IMMEDIATELY. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES / FONTANA STD. DWG. N0. 1 12 (1D=48')• , PLACED, INSPECTED AND APPROVED. ATTN: GREG GASPAR ATTN: JACK HAYES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; 16231 VALLEY BLVD. 1205 DUPONT AVENUE TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT ,/ 0 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF 94 EA. 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR FONTANA, CA. 92335 ONTARIO, CA. 91761 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE TO PAVING OF STREETS. (909) 428-8411 —-—-— '�� - FONTANA STD. DWG. NO. 125. 2,993 L.F• (909) 390-4738 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE = -- - STORM DRAIN 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PR/OR TO PLACEMENT EMERGENCIES: (800) 427-2200 DRAW/NGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- 4O INSTALL BACKWATER VALVE DEV/CE. 18 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED GENERAL TELEPHONE COMPANY SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT TO FIN/SHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING SO. CALIFORNIA ED/SON COMPANY ATTN: STEVE HOCK SHOWN ON THESE DRAWINGS. N CATCH BASIN O REMOVE PLUG & JOIN EXISTING 8" D.I.P. SEWER. 1 EA. 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 ONTARIO, CA. 91766 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIP/NG, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION (909) 820-5598 - UNDERGROUND OF THE CITY TRAFFIC ENGINEER. (800) 422-4133 IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION °-------4E 06 INSTALL 8" DUCTILE IRON PIPE (D.1.P.) SEWER. ,-- w-�; 121 L.F• (909) 875-5100 - TRANSMISSIONS OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT , , t . 38 AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF (213) 637-1233 - PIPELINES FONTANA WATER COMPANY THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; STREET LIGHT ;.;: "" '�� (909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW ` ` $ x AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER L/� :'`.1,1- l'''r:r > ,RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. . ii k , (�(800) 422-4133 8440 NUEVO AVENUEAND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, �FONTANA, CA 92335 /N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT/NG TH _� ,- , f tr.-- �, r CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE BENCH MARK: No. 615 BASIS OF BEARINGS: �O.y , „ -, 3I r ! O )011'4 Cr" iro Pin y ✓ CENTERLINE OF CITRUS AVE. AS SHOWNr s r1.�rY Clij 1. " '" t!et1"' 10.7. , :I // #"-,'' ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 ENGINEER. THE BEARING OF N00'16'VE., ALONG THE riff+., (619) 868-6040 RAILROAD SPIKE AT INTERSECTION � � �` �� OF CITRUS AVE. AND LOS CECROS i '�¢.° "' } ?^` f"" ! ` ,` CD CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT AVE., IN POWER POLE NO. 9011E ON MAP OF TR. 15908, FILED IN BOOK !f . Ja E _ �, � 1 , , $: $ y,,.�,f,� A" - �. UNDERGROUND SERVICE ALERT 271, PAGES 34 THROUGH 39, INCLUSIVE, �, f yi:� •-T-1-1•••-r,7,:- (800) 227-2600 ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ON THE EAST SIDE OF CITRUS AVE. l` OF MAPS, RECORDS OF SAN BERNARD ,--- / - / ELEVATION: 1467.59 COUNTY. _ e ••_ !,' ` � ll/!�/®6 0 0 `O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE I i� ( _! Z D110 SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA F- — QR E�/�V PREPARED IN THE OFFICE OF Q Er. NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF �� s�NO^''As1/4sF,1, MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLANS ct APPROVAL SHOWN HEREON AND CARRIED FORTH IN A K. `��o m DRAWN BY ~ ��\ w < No. 62183 rn 10601 CHURCH STREET STE. 107 TRACT NO, 16541, 16541-1, SCALE: N DIAL TWO WORKING Exp: 9-30-05 RANCHO CUCAMONGA CA 91730 MVA/EYR 16541-2, X41-3 AS SHOWN _ pp (/// DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRExi DESIGNED BY: BEFORE i► DAYS BEFORE PHONE (909) 948-1311DATE: YOU DIG \ YOU DIG REVISIONS TO THE PLANS TO BRING THEM INTO �'�T cvI�- ��P cF6 T/TLE E SEPT 2003 TOLL FREE 1-800-227-2600 FOFCgL�FOF� Date : Z�(L I CHECKED B B . APPRO , 0 DRAWING NO. 1 N A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT- CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. RCE 6 83 EXP. 9-30-05 ' 2 9 354T 00 RECO/TO DRAW/NG !!16# tifri F/9 �/•28+*a CITY ENGINEER R.C.E. 51152 DATE 5 J:\826-1182\sewer\sew0l.dwg, 02/11/2004 02:42:08 PM, DJ 1