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HomeMy WebLinkAbout3823-1 GENERAL NOTES IN TR TI /N I • A N I 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACTii PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE C I T Y OF FONl'ANA TC - TOP OF CURB ELEVATION ITEM DESCRIPTION QUANTITY SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. FL - FLOW LINE ELEVATION O CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003 399 L.F. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY FS - FINISHED SURFACE ELEVATION REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID STREET IMPROVEMENT PLANS OT - ON TANGENT 02 CONSTRUCT X-GUTTER PER CITY OF FONTANA STD. PLAN NO. 105 (MODIFIED W=8') 730 S.F. CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. OC - ON CURVE 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. BVC - BEGIN VERTICAL CURVE O3 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1006 3 EA. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DE EVC - END VERTICAL CURVE ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST BCR - BEGIN CURB RETURN O 4 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO 1015 5,130 S.F. TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. ECR - END CURB RETURN CALL (909) 350-7610TRACT 16458 NO BC - BEGIN CURVE CONSTRUCT 4 1/2" MIN. A.C. PAVEMENT OVER 12" COMPACTED TO 95% NATIVE MATERIAL 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN EC - END CURVED (REFER TO GENERAL NOTE #30 HEREON) 9,839 S.F. THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED - DIRECTION OF FLOW BY THE CITY TRAFFIC ENGINEER. - CONSTRUCTION BUBBLE O SAWCUT AND REMOVE EXISTING PAVEMENT, GRIND AND JOIN WITH NEW PAVEMENT AS SHOWN ON DETAIL HEREON 360 L.F. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAMC ON-- CURVE DATA CONTROL DEVICES AT ALL TIMES. C&G - CURB AND GUTTER O INSTALL STREET NAME SIGN PER CITY OF FONTANA STD. DETAIL NO. 139 1 EA. 7, THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR -" - STREET LIGHT GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. -- - EXIST. STREET LIGHT O CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003 273 L.F. 8. 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 DMSION OF INDUSTRIAL J-J r\�� 0CK TRACT I i�j %/// - A.C. PAVEMENT REMOVAL gO REMOVE EXISTING 8" CURB & GUTTER 87 L.F. SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL r I r\jJr j\J rA,R Y I SINGLE r F A�\jJJ�y CITY OF FONTANA. UTILITY EXISTS FOR GROUND MOVEMENT. 10 CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO CITY OF FONTANA STD. PLAN NO. 1003) 79 L.F. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE SCHOOL I I .1-1 \JJ r-J Q� NOTIFICATION LIST PERMIT FOR THAT PURPOSE. ` EXIST. R/W EXIST. 8' CURB do GUTTER 11 CITY OF FONTANA INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO CITY OF FONTANA STD. DETAIL NO. 139) 1 EA. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, TT SHALL BE --- \ \TRACT BOUNDARY- { THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY _ ATTN: BRIAN WREN 12 INSTALL 5800 LUMEN H.P.S.V25' HIGH STREET LIGHT PER CITY OF FONTANA STD. PLAN NO 1016. 2 EA. _ ,-�� - - - - - - - - - 8353 SIERRA AVE 17, EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT -t�AILLER AVTNUE , FONTANA, CA. 92335 UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. _.- SEE SHEET 3 �_ (909) 350-6632 14 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. DETAIL 102 2,052 S.F. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, -- -----77- 1 GAS, TELEPHONE, ELECTRIC, CABLE TELEViSION, LANDSCAPING, LANDSCAPE IRRIGATION, OOMESTIC WATER, RECLAIMED -- -- SO. CALIF. GAS COMPANY 1- ` 15 REMOVE EXISTING A.C. PAVEMENT 129 S.F. ! -w__._ ATTN: DENNIS FREEMAN WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING M , __%/ ' .P 1981 W. LUGONIA AVENUE CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 1 2 3 4 REDLANDS, CA. 92374 161,103 S.F. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY TRACT BOUNDARY � � 1 (909) 335-7547 (GRIND EXIST. PAVEMENT 0.10' MIN.) AUTHORIZATION. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND _ EMERGENCIES: (800) 427-2200 ,7 WATER REQUIREMENTS. J a I 1 M r APPLY THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD. PLAN NO. A24D 1 EA. / II I ) 300 N.LIF.PEPPDEISON R AVENUE PANY " 13. CURVE DATA REFERS TO THE FACE OF CURB. M \ RIALTO, 18 APPLY THERMOPLASTIC 12 SOLID WHITE STRIPE PER CALTRANS S . PLAN NO. A24E 14 L.F. 14. STATIONING REFERS TO THE CENTERLINE OF STREEIS EXCEPT WHERE OTHERWISE NOTED. L 0, CA. 92376 II SCx ; 5 909 820-5598 - UNDERGROUND 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO r q , CIRCLE i� 909 875-5100 - TRANSMISSION 19 REMOVE EXISTING TREES 5 EA. 213 637-1233 - PIPELINES CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURINGCONSTRUCTION. RESPONSIBLE FOR THE PRESERVATION OF TRACT r,�_ r, / J J a °� -.� -FS-TRACT BOUNDARY 909 357-6223 - DISTRIBUTION �-' J� II .� SEE SHEET 2A * QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT SINGLE' r AJMI I Y 6 I II W /I PACIFIC BELL CO. SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN PRIOR NOTIFICATION TO THE CITY ENGINEER. r J>J III ul 9 8 7 6 ATTN: VIRGINIA BECKER QUANTITIES AND BID A COMPLETE JOB. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND rJ�J\JJ r I 3939 E. CORONADO STREET W BENCHMARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS EXIST. 8" CURB & GUTTER ANAHEIM, CA. 92807 THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY j; to to .5 TRACT J J J (714) 666-5467 * QUANTITIES FOR THIS ITEM ASSUMES ALL DRIVEWAY WIDTHS TO BE 16' WIDE. THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATERUNDERGROUND SERVICE ALERT REPLACEMENT OF THE MONUMENT. .1 11C IST BOLI DARY�I ISINGLE' r r�J\JJJ Y (800) 227-2600 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 I I U I r, J-J OJ\�J r S COMCAST ( CABLE TV ) FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. J/1 I IIOJ I r J ATTN: JACK HAYES 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE I 12 11 10 0 I E3 1205 DUPONT AVE. WATERING, AT ALL TIMES. CL EXIST. EXIST. R/W k W j I ONTARIO, CA. 91761 EXIST. R/W _ (909) 390-4738 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 32' R/W I R= I-S I II III I 7 GENERAL TELEPHONE COMPANY 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC 20' _. 12' 1 ATTN: WAN ROBIDOUX OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. _ 1400 E. PHILLIPS BLVD. 6.5' _5' �r 0.5' _ _ ONTARIO, CA. 91766 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. VARIES 1.00% r _ r, 23. A GEOTECHNICAL_ ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY TO 1.549. 21 r ��-� r �rJ J J J (760) 245-0846 SHALL REQUIRE REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. _ rSINGLE' r r�J\JJJ "f CRAWFORD CANYON MUTUAL WATER CO. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. ="8 4"a-''.1 x•e/ i r ATTN: BILL VANDERKIEFT, JR. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR EXISTING A.C. © J-J JJ\JJ r (619) 868-6040 LEAVING IMPROVEMENTS. PAVEMENT .1 FONTANA WATER COMPANY 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF EXISTING 8" ATTN: MICHAEL J. MCGRAW CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. CURB & GUTTER 8440 NUEVO AVE. 26. FONTANA, CA. 91766 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. HEMLOCK AVENUE (909) 822-2201 5, 1' 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL FAX: (909) 823-5046SAWCUT AND REMOVE NOT TO MIN. MIN. LXIST.-PAVEMENT 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND SCALE GRIND 0.10' MIN. Appy, MILLER AVENUE STA. 16+69.43 TO 19+52.79 EXIST. PAVEMENT AND REMOVE EXISTING REDWOOD 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. T.I.=5.5 I NMAPOVERLAY 0.10 MIN. HEADER WHERE APPLICABLE 30. A SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. z- -z zz z/, Z �,,. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITYSCALE:1 "=100' 111,i - - - - =MI ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. VARIES 2.27% R/W 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL 32' TO 3.44% I EXISTING PAVEMENT NEW PAVEMENT BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMI H W TO THE CITY OF FONTANA FOR APPROVAL UPON 20' 12' COMPLETION OF ROUGH GRADING. 15' _ 6.5' _ 5'_� 0.5' PAVEMENT JOIN DETAIL 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING 0 . 6 UPON COMPLETION OF PAVING. (SEE NOTE "A") `,© 2% ' 7:.\\,- CONTRACTOR � NOT TO SCALE 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER �- �� 11114 Nvni TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. � - - �� 0 EXISTING A.C. � ii35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE PAVEMENT O CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. VARIES 1.80% 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE TO 3.00% NOTE NOTE 16 APPLY'S A ., PROJECT RECORD DRAWINGS TO THE CITY ENGINEER. CONST. FOR * QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND MILLER AVENUE THIS 15' WIDTH BETWEEN SITE .._ SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN STA. 12+92 AND 13+64.16. QUANTITIES AND BID A COMPLETE JOB. NOT TO SCALE * QUANTITIES FOR THIS ITEM ASSUMES ALL DRIVEWAY WIDTHS TO BE 16' WIDE. MILLER AVENUE STA. 10+91.29 TO 13+64.16 F BASELINE ROAD PRIVATE ENGINEER'S S N O T SECTIONS • �OQpOfESS91O -1:1-:....44; ` �o TICE 0 CONTRACTORS �� �.�� A' SC+ e�`ON MELT 3] �P THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON to `r y o� THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF R/W R/W25917 '9i trAm } MILLER AVE OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. E7�IRES - THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT 60' 1 * �/� * _w z} THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 12' 36' 12' \� YANKEE INDIAN i3 PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES \ ? 0.5' ; _ 5' 6.5 __ 18' __ 18' 6.5 _ 5' 0.5' 7 OF PLACE �' DRIVE OR STRUCTURES. �� �' •� � ANGELS7 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 1 .._2_.� • 2z ''4 2% 2� COURT = Q CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME ,� i ?� o o J SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ti 0 © 0 © I w m D CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; 0 r-- FOOTHILL AVE = THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, "RECORD DRAWING" AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, TYPICAL STREET SECTION REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. RED SOX CIRCLE - 7A FIELDR CONDITIONS IMMEDIATELTHE CONTRACTOR SHALL BE Y TO THE EDESIGN TO PEENNGI ENGT INEER FOR RESOLUTION PRIOREPANCIES IN PLANS TO NOT TO SCALE CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND Underground Service Alert RED SOX CIRCLE FROM STA. 10+00.00 TO STA. 11+82.04 c�_ z3-617RESOLVED. ."� #`'-�� '� Call: TOLL FREE T.I.=5.5 >� VICINITY Ib1AP CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR b _800 NO SCALE LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 227-2600INDEX OF SHEETS: BASIS OF BEARINGS: CENTERLINE OF BEECH AVENUE AS BEING SHEET NOS. DESCRIPTION WORKING DAYS WORE YOU DIG =N00'22140"E PER TRACT 1 TITLE SHEET 16352, M.B. 289/87-89 2,3 PLAN & PROFILE OWNER / DEVELOPER: BENCHMARK: SEAL-ENGINEER CITY OF FONTANA, CALIFORNIA _ CSL ENGINEERING, INC. MEW WEST HOME an � ND. 3S1 �r 1305.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESsiot, STREET IMPROVEMENT PLANS �O 0 A. S le 11651 STERLING AVENUE, SUITE E COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL X42-SIS' c,' ey RIVERSIDE, CALIFORNIA 92503 DRAWN BY: SCALE: NAIL IN POLE /1536697E SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, tis FA' (951) 785-5122 FAX (951) 785-5180 SE TRACT 16458 AS NOTED 450 NEWPORT CENTER DRIVE, SUITE 480 S.W. CORNER SULTANA do BASELINE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 25917 ' NEWPORT BEACH, CA 92660 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND * Exp. 12/31/05 _ DESIGNED BY: DATE: (949) 640-6420 * FAX: (949) 640-9310 * PREPARED BY: R.C.E. N0. 25 17 TIT E EET A Res 111,101Y E AVezt D PR,K✓ivs ,s.C..n STANDARDS IN EFFECT. %I' PREPARED CIVA. R,'P • (EXP. 12/31/05) / /MARK APRIL, 2005 A R. DATE CA104 _ 41."1"! 'ENGINEER REVISIONS DATE 7-Z/-o1� CHECKED C ��� � frig ?- 21_ DWG. NO. SHEET CITY RICHARD A. SCIANNI JJL CITY EN EER: RICARDO SANDOVAL, R.C.E. 51152 3823 1 OF 3 JN667/07-20-05/667sip 1.dwg/S:100