Loading...
HomeMy WebLinkAbout3814-1 0 GENERAL NOTESCITY OF FONTANA c, o 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE C'JY OF FONTANA STANDARD PLANS, ,i THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK". ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION 7'ORIñ IMPROVEMENT A W UNLESS OTHERWISE NOTED. az 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS MAT CAN NOT BE CITY OF FONTANA UTILITY NOTIFICATION LIST RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR CYPRESS AVENUE STORM II, r SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. CITY OF FONTANA SBC ATTN: BRAN WREN ATIN:: JAMES ZIEUNSKI 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET FONTANA, CA 92335 SUIT 180 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK (909) 350-6632 ANAHEIM, CA 92807 :, - . PR/OR TO IMPLEMENTING DETOURS. SO. CALIFORNIA GAS COMPANY (714) 666-5415 - - • 1 • ATTN: JACK JARVI'SII 4' V • 16231 VALLEY BLVD. i 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT FONTANA, CA. 92335 ADELPHIA (CABLE W) DEPARTMENT, ENGINEERING DMS/ON PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION (909) 428-8411 ATTN: JACK HAYES �! SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC ME ENCIES: (800) 427-2200 •-- 1205 DUPONT AVENUEONTA ��( �/ % RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. SO. CALIFORNIA EDISON COMPANY (909)R/390-4738 O, CA. 61 �`" ' i 61 / _ •• / r AW 7951 REDWOOD AVE. FONTANA, CA. 92335 . � 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES 909 820-5598 - UNDERGROUND VERIZON "( .,....- -:______-%_ - ■ DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFlC CONTROLS, LATEST NON-METRIC EDITION 875-5100 - TRANSMISSIONS ATTN: STEVE HOCK NO � Of _,------% w 1 637-1233 - PIPELINES 1400 E. PHILLIPS BLVD. �, UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. �/ SIERRA , , 90 357-6233 - DISTRIBUTION POMONA, CA. 91766 / `► / __ (909) 469-6327 / . - '1 • C11Rt �� 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR CRAWFORD CANYON MUTUAL WATER CO. / j . / Ir O • AIA ,,� , OTHER TRAFFIC CONTROL DEICES AT ALL TIMES ATTN: BASIL J. FABRIZIO / , 1-- (909) 463-9580 FONTANA WATER COMPANY / /a. _,-,' 6. II ATTN: MICHAEL J. McGRAW % '0 / .r y 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES WEST SAN BERNARD/NO WATER MICHAEL J. McGRAW �.,. ! �. .�,� PARCEL � 5 ttt i OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DMSION OF INDUSTRIAL SAFETY. UNDERGROUND SERVICE ALERT 8440 NUEVO AVENUE flrl'11 el (800) 422-4133 FONTANA, CA 92335 x / / � ' e►S -� mmiin 11 - ft__-- -----, Irtl0fiAllo AIE 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN HIVE (5) ttt/ IN DEPTH SHALL BE TEL: (909) 822-2201 i�'�� Q - - - - -111 '-'�_ '� GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE WEST VALLEY WATER DISTRICT FAX: (909) 823-5046 -_'=- �� �' \1V P;5 A ATTN: LON TSAI - --��i , 1 REQUIREMENTS OF THE DMSION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS 855 W. BASELINE ROAD SAN GABRIEL VALLEY j - '� i �• 46,44110' �I, t THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. RIALTO, CA 92377 MUNICIPAL WATER DISTRICT ATTN:,DAVE JOHNSON --I- -- - '� I / 10. NO MATERIAL OR EQU/PMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A 549 EAST SIERRA MADRE AVENUE - �, Z VICINI T Y MAP SEPARATE PERMIT FOR THAT PURPOSE. AZUSA, CA. 91702-1299 �, 4zr . ii. P.O. BOX 1299 ��. ?� NTS 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, (909) 969-7911 S,Ili°'& LAT NA-1. ' IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FlELD, THE TRUE LINE "A" \11 LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO 1 AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT P M 15829 \ 1 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. : -, .A A j 1 1 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS POR. PARCEL 11 n iI 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT it 1� NOT LIMITEDCTO GAS, TELEPHONE, ELECTRIC, CABLE TDLA , LANDSCAPING, GALT EA ,IRRIGATION,ALLI THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 11 -ti 1 LINE "A" CONSTRUCT/ON NOTES: QTY & UNIT: - , - DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND GILTRMIS, ALL SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; 1 I UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING unuTIES EXCEPT I I jA I I "�-- FACILITIES THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE S// LF ';' PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE I I I 01 CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). �S4=tf 13. THE CONTRACTOR SHALL NOT OPERATE ANY FlRE HYDRANT OR WATER MAIN VALVES WITHOUT DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LABILITY AND RESPON- APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATESIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT IID i a / 'WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. SHOWN ON THESE DRAWINGS. I02 CONSTRUCT M.H PER A.P.W.A. STD. PLAN 32t-1 (SEE SHT. 2). 1 EA • 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- 03 CONSTRUCT M.H. PER A.P.W.A. STD. PLAN 320 (MOD/FlED W/O MH SHAFT) 1 EA BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 0 CONSTRUCT P.C.C. COLLAR PER A.P.W.A. STD. PLAN 380-2. 1 EA 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOW THE OWNER _ - - - I 1111 , _ " " AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, s = is = Q5 CONSTRUCT PIPE,CLOSURE-TYPE B PER SBCFCD STD. DWG. 176 A 1 EA CONSTRUCTION. RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING ...,_,... T :, CONSTRUCTION. FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. INTERSTATE 10 FREEWAY I I II © CONSTRUCT TEMPORARY 18" CMP RISER PER DETAIL ON SHEET 3. 1 EA 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH II II Q CONSTRUCT J.S. PER A.P.W.A. STD. PLAN 332-1, CASE 1. 1 EA MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT H I II .. CAS ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. II II 0 CONSTRUCT ✓.S.�PER APWA S7,0. PLAN 331-2. l� ' "`� / �A 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, :� " I II I II /S•. MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED �.- •, O CONSTRUCT -r8 RCP STORM ORA/N 68 LF 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 INDEX MAP A ® AOO 4H SHAFT 70 EXIST MA, APWA STZ2 PLAN/ 320-/) / EA. CONSTRUCT/ON SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE M. W.D. CONSTRUCTION NOTES: PER STD. PLAN 324 W/MAIM LE FRAME' AND COVER MONUMENT. SCALE: 1 = 100' PER STD PLAN 630. _ °- 1. NOTIFY MR. JOE MIRONE OF M.W.D.'S WATER SYSTEM OPERATIONS ,/ 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE RESIDENTS AND EMERGENCY VEHICLES. VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. .i..,.' " - 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING 2. EXISTING PIPELINE IS ADEQUATE FOR MSHTO H-20 LOADING, ADEQUATE WATERING, AT ALL TIMES WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 3/4:1 SLOPE OR GREATER DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING 657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE, oR ADEQUATE SHORING SHEET INDEX CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION \ 90% COMPACTED ON BOTH SIDES OF THE PIPELINE. >// NATIVE BACKFILL / SHEET DESCRIPTION 21. NO TRENCH BACKFlLL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. ,; A LIST AND SPECIFlCATIONS OF ALL CONSTRUCTION EQUIPMENT GRANULAR BEDDING FROM \/\\ 3' MAX SIZE /> 1 OF 3 TITLE SHEET PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED SELECTED TRENCH SIDE / / 22. A GEOTECHNICAL ENGINEER SHALL. CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THEAGATERIAL (1' MAX SIZE). --��\ \\/�` 2 OF 3 STORM DRAIN "A" & LATERAL "A-1" PROFILES REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE FOR M.W.D.'S RENEW AND APPROVAL AT LEAST 30 DAYS PRIOR .--.. •w SPECIFlED DENSITY IS OBTAINED. TO CONSTRUCTION. 74/ o�OIESSf � _, .. //\ 3 OF 3 STANDARD DRAWINGS 4. ALL M.W.D.'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR o�� l �\ • , s' MIN. �/ • 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET TO ANY CONSTRUCTION WORK. WHEN A MANHOLE OR OTHER M.W.D. (� W 23 ?' A ' - r �, / 8" MAX.-� IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, a 3 No. 36631 o r " ' ' •- ' `" \ �/ NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. THE FACILITY SHALL BE MODIFlED BY M.W.D. FORCES. • # �,� i V ,�. - ti \\ 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FlNISH TO MATCH - CD EXISTING CONCRETE. L �IC1,S� a ��IAJ -v �\\ �n j `" 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE RECORD DRAWING /\\/\ • �!' - - //\.� 1 . CITY ENGINEER. _ - - THESE RECORD DRAWINGS HAVE BEEN PREPARED,IN /'\/ t � LEGEND 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION PART,ON THE BASIS OF INFORMATION COI+PILED AND \ \ \ '� \ / \ 0.6 D / /� - NOTES: t AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT FURNISHED BY OTHERS.THE ENGINEER WILL NOT BE STORM DR IN PIP - - / A.C. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH ,�� / 1. TRENCH WIDTH SHALL BE CONTROLLED B.C. BEGIN CURVE IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS �/ GRANULAR BEDDING F1?OM SELECTED TO TOP OF PIPE ZONE. B.V.C. BEG. VERTICAL CURVE (R) RIDGE LINE A RESULT THEREOF. TRENCH SIDE MATERIAL FOR PIPE 2. TRENCH DEPTHS OF GREATER THAN 5' B.W. BACK SIDEWALK R/W RIGHT OF WAY 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE 10' OR GREATER IN DEPTH USE SHALL HAVE ADEQUATE SHORING. C.B. CATCH BASIN TAN. TANGENT CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 1/2 CRUSHED STONE BEDDING. 3. CLASS II AGG.BASE ALL TRENCHES C.L. CENTERLINE T.C. TOP OF CURB V) LESS THAN 100' IN LENGTH. E.C. END CURVE W WIDTH ZQ Q�oF EEn -I� - RCP TRENCH DETAIL 4. ZONESCOMPACTION SHALL BE 90% IN ALL UNLESS OTHERWISE SPECIFIED. E P. EDGE PAVEMENT V VERTICAL DEPTH 28 NO CONCRETE SHALL. BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, �o A• NIEpA/"�( TRENCH STAB/LINTY SHALL CONFORM INSPECTED AND APPROVED. / EDGE GRADE Q._ w �� y4, Fy NOT TO SCALE 4. s OWNER: DEVELOPER. aE.G. 590.69 INDICATES EXISTING ELEVATION TO CAL-OSHA' REQUIREMENTS. E.V.C. END VERTICAL CURVE `? `° C6638a i .}50.61 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR / w Q H m .7 - ., F.L. FLOW LINE INDICATES PROPOSED ELEVATION Z STREt IS. d EXE 3(o .p� F.S. f7N1•SH SURFACE " -OG.B. ti1DE BREAK INDICATES SLOPE > 4 1 CC * * SAN ANTONIO COMMUNITY HOSPITAL ENSEMBLE RE SRV, LLC H.P. HIGH POINT- , • ti AC PAVEMENT 4 30. APPROVED SOILS STER/LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. ` TVA 999 SAN BERNARDINO ROAD 2425 E. CAM ELBACK ROAD, SUITE 390 '�,u 71-17 BASIS OF BEARINGS INV. INVERT >�r - SF A REMOVAL (CNS UPLAND CA 91786 PHOENIX, AZ. 85016 CAC, 1� 17. A 0.C. ON CURVE GRIND 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE (909) 920-6176 (602) 954-2228 CAP THE IE E IME 6rPG Nva84 '31 A SaJ1H LEG OF AN HE SCE MISER ALONG THE a SUMMIT AVE Ct BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. T 343'NOR1H OF HIGHLANV, a2 AN NEST AS 9IONN ON TR. Na ATTN: BILL PERSI ATTN: DAN WATSON OF SAN SEVAAME RD., 2.65 AW NEST 16427-1, M.B. 296/7-11• 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, OF SIERRA AVE AND OTHER ENGINEER.FF C CONTROL DEICES TO THE SATISFACTION OF THE CITY ` - • _ _- ELEVA7/ON: I142&609 . . 0 00 O REV. REVISION DESCRIPTION DATE ENCR CITY DATE SHOULD CONSTRICT/ON OF THE REQUIRED IMPROVEMENTSPrepared Under The Supervision Of : CITYOF FONTANA, CALIFORNIA10 PREPARED IN THE OFFICE OF 3.3 As-BUL1T DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEERDO NOT CDAfNCE WI7'H/N`TWb YEARS OF THE DATE OF komAsMADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT PLANS OF RECORD, IVHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DRAWN BY: N APA " VAL SHOWN HEREON AND CARRIED FORTH IN A 0No. 62183 at 760-A SOUTH ROCHESTER AVENUE DJ TITLE SHEET SCALE: SHOWN ricQ 34. MINIMUM D-LOAD FOR ALL RCP IS 1350. DIAL ( \ TWO WORKING DILIGENT MANNER,- THE CITY ENGINEER MAY REQUIRE �} Exp: 9-30-05 p ONTARIO 91761 DESIGNED BY: CYPRESS AVENUE DATE BEFORE I, DAYS BEFORE �r CFB NOV 2004 - YOU DIG Y� You DIC `` REVISIONS TO THE'PLANS TO BRING THEM INTO lrF C/v%V.d�� TOLL FREE 1-800-227-2600 r� Re1,or'd ardw in T' (�(� y�al Int �CAI�F ate : -05 CHECKED BY: �- -A- VW OF DRAWING NO. ' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT M 9 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. RCE A'JZ TEAP9. -80-OS SCL �7 a/�_ ! 'r' �5 38M _ L LENGme-At LATA-/:ADDED NOTES,DErA/L5,Ere.(17214e VW _ t, •cc AARON AS SKEERS CITY ENGINE R.C.E. 51152 DATE 7 3 .0- J:1752-19MAsionMsd01.dwa.6/6/2005 4:09:00 PM.MVA LI._ ___ - .-_ --- r -_-. __ - i 1