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HomeMy WebLinkAbout2571-1GENERAL NOTES: 1. THE CONSTRUCTION•OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE;CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF"FONTANA AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), LATEST EDITION. 2. CONSTRUCTION PERMITS SHALL'BE OBTAINED FROM-FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTIONS SHALL BE REQUESTED THROUGH THE CITY OF FONTANA ENGINEERING DIVISION AT LEAST 24 HOURS PRIOR TO THE START OF ANY WORK AT (909) 350-6632. N 3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 5. NO CONCRETE SHALL`BE PLACED UNTILL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED;` INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL! BE COMPLETED PRIOR TO PAVING OF STREETS. 7. EXISTING UNDERGROUND OTILITIES ARE PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION IN THE FIELD. r .B.'THE WALLS AND FACES OF EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORINZ3 SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (% FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE.EXPECTED. 9. THE CONTRACTOR(S)•SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK.AS:.DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA. '10. ALL MANHOLES SHALL BE CONSTRUCTED.6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISHED GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. Ii. IMMEDIATELY FOLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF THE WORK TO COMPLETION. 12. :ALL C.M.P. INSTALLATION AND CONNECTIONS SHALL BE MADE PER MANUFAC- TURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION'OF THE SOILS ENGINEER. 14. NO TRENCH BACKFILL SHALL TAKE -PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. , .15. ALL EXPOSED METAL SURFACES SHALL -BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 16. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE_ENGINEER OF RECORD -BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE "RECORD DRAWING" TO THE CITY PRIOR TO CITY ACCEPTANCE OF THE STORM DRAIN SYSTEM. ' 18. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY bF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA. CA 92335 Y ANAHEIM, CA 92807 '(909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY :COMCAST (CABLE TV) ATTN: DENNIS FREEMAN ATTN: JACK HAYES 1961 W. LUGONIA AVENUE 1205 DUPONT AVENUE REDLANDS, CA 92374 .,ONTARIO, CA 91761 (909) 335-7547 (909) 390-4738 EMERGENCIES: (800) 427-2200 ,GENERAL TELEPHONE COMPANY SO. CALIFORNIA EIDISON COMPANY ATTN: STEVE HOCK '300 N. PEPPER AVENUE 1400 E. PHILLIPS BLVD. :RIALTO, CA 92376 ONTARIO, CA 91766 (909).820-5598 - UNDERGROUND (800) 422-4133 (909) 675-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES FONTANA WATER COMPANY (909) 357-6233 -_DISTRIBUTION ATTN: MICHAEL J. MCGRAW- (800) 422-4133 *8440 NUEVO AVENUE 'FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. :.(909) 822-2201 ATTN: BILL VANDERKIEFT, JR., . , FAX: (909) 823-5046 (619) 868-6040 UNDERGROUND SERVICE A�ERT 10nn1 A-1-1- A 4 77 - - - Underground Service Alert Call: TOLL FREE (( 1-800 "'� • 422-4133 TWO WORKING DAYS BEFORE YOU DIG 1 A .PRIVATE ENGIN•EEROS, NOTICE- TO CONTRACTORS THE EXISTENCE AND -LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE,' THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT,THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. ' THE CONTRACTOR AGREES THAT HE -SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT: INCLUDING SAFETY -OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER'HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION'WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE'OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER.PRIOR TO THE COMMENCEMENT OF WORK. A Met OP$ p1m E"X/5T. l /. w r-ArE-AAL 'A KOC/z 1"-40** VEXr- I''- 4' [ ep' 1 - -WOR A. C, 1 PavE,NE,vr EXIST. Cw A0z1 //7 EX/ST. S ALE FIZZ U/- TO OiRAOE 717 7'r N r 3 "MAX. 5/ZE NAT/VE 50/G, Coy�ACTEo 95% 0 �X/ST. 6 �.BLEEGE.2 • •� _ 41AIe TO,BE .?E.NWeP � / "MA,1', S/ZE SEL ECTEO v NAT/ VE ,BEoo/.uG CaA~rEl7 TO 90 V/ 0 GG"R.C.f' '0 7, 5' SEC r/OAl -A -A T 1 PICAL 06,90/NG ^OR R.C.P. STO/ZM 09A/Al SCALE / "' = 2' -1a10 -1300 RECORD DRAWING" -THESE RECORD DRAWINGS HAME BEEN PREPARED. IN ATION COMPILED AND PART, ON THE BASIS OF **C FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH THE DOCUMENTS AS HAVE BEEN �ORPORATF-D INTO A RESULT THEREOF. to, PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN : Ms. MIMI RAYL 1156 N. MOUNTAIN AVENUE P.O. BOX 670 UPLAND, CA 91786 PHONE: (909) 985-0971 i SAN GABRIEL MOUNTAINS PROMULGATED BY THE APWA-AGC J°'� C00PEAA711E CO'"' I I YSE WITH STANDARD SPECIRCATIONS FOR PUBLIC WORKS CONSTROUION I I 9av' p. !3 O I I 3O 9�i CG � �tirr I I I I O4 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. 333-0,DETAIL w ON SHT.3 COY orHe4<5 PP #11536697E. S.W. COR. OF BASELINE E AVE. GPS O a - 1 L 6O REMOVE EXIST. TEMPORARY OUTLET STRUCTURE AND OTHER P.M.B. 28/18 WAS USED AS THE Gp U EA. � REMOVE 8" PVC BLEEDER PIPE.-------- - - - - - - - - QJ� .4de O8 INSTALL 48" R.C.P., D -LOAD PER PLAN. SUMMIT AVENUE L'O.t/57R' Z/CT elaAle.t'ETE COLLA.Q , Eve 4.,001,4. S7,'O PLAN 380 -/ - - - 3 EA. t3 SEE vorwG. SAT. .J. $ � oW /N5TAGL 60-C"../P GAL/GE/6.--------------- 'M L,F. I) � O � Y Pe- rAIL 01J SHr. , 3 OF THE INLAND EMPIRE ��Q�`"1L Fye W Co�t/JrRUC.7" S�/Ck MoRrAIK pwc, PEx L5w BEr_vAxz>1,va couAiry =woo W meq. /JVSrgLL /D. 35 L.F canwL D1sr_1cT sm PLAN s. P. 17GA ODIFIP-D; Z lErAIL oN sHr 3. 24''R•C•P D-18.50 No . !4814 �+ 9 E"X/5T. l /. w r-ArE-AAL 'A KOC/z 1"-40** VEXr- I''- 4' [ ep' 1 - -WOR A. C, 1 PavE,NE,vr EXIST. Cw A0z1 //7 EX/ST. S ALE FIZZ U/- TO OiRAOE 717 7'r N r 3 "MAX. 5/ZE NAT/VE 50/G, Coy�ACTEo 95% 0 �X/ST. 6 �.BLEEGE.2 • •� _ 41AIe TO,BE .?E.NWeP � / "MA,1', S/ZE SEL ECTEO v NAT/ VE ,BEoo/.uG CaA~rEl7 TO 90 V/ 0 GG"R.C.f' '0 7, 5' SEC r/OAl -A -A T 1 PICAL 06,90/NG ^OR R.C.P. STO/ZM 09A/Al SCALE / "' = 2' -1a10 -1300 RECORD DRAWING" -THESE RECORD DRAWINGS HAME BEEN PREPARED. IN ATION COMPILED AND PART, ON THE BASIS OF **C FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH THE DOCUMENTS AS HAVE BEEN �ORPORATF-D INTO A RESULT THEREOF. to, PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN : Ms. MIMI RAYL 1156 N. MOUNTAIN AVENUE P.O. BOX 670 UPLAND, CA 91786 PHONE: (909) 985-0971 i SAN GABRIEL MOUNTAINS DRILL AND TAP HOLE AND INSTALL 31V X 114' STAINLESS STEEL SOCKET SET SCREW WITH 'h' RECESSED HEX °i:' DIA. PICK HOLE HOLE ALL THREADS TO BE N.C. T X 1' DIAMOND MAT ,, ., , 1W DEEP AGENCY DESIGNATED INSCRIPTION. ALL y INSTALLATION LOCKING LETTERS 1' HIGH DEVICE �I INSTALL r + LOCKING LOCKING DEVICE DEVICE PLAN 1ti• R 10 . I w , 23'h' OUTSIDE DIA. OF COVER �.�" z DETAIL 'B' - %• �. R - -1 m - - •' 22' DIA -C � U DETAIL 'C' i�� .•,•f CLEAR OPENING p 4 LL ' Zr DIA. CLEAR OPENING I • �- - �- - m SECTION A -A 4' o-�'- -_a 0 d o d v A ° D -p a a Ir DETAIL "B" 7)OUTLINE WHERE ✓ � � �, RNt JOINS RIM OUTLINE WHERE I FINISHED SURFACE RIBS JOIN SAME ANGLE • R WY �>,•.' THROUGHOUT GAP IN RIM OF COVER OPPOSITE PICK HOLE 1'A•w BOTTOM OF MANHOLE COVER DETAIL "C" NOTES: 1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 358, 2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER TESTING AND INSPECTION. 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 5. WEIGHT OF FRAME SHALL BE 30 POUNDS. WEIGHT OF COVER SHALL BE 85 POUNDS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110X. 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 28.600 POUNDS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE APWA-AGC J°'� C00PEAA711E CO'"' - - CATCH BASIN - - MANHOLE FRAME AND COVER �A"°Mo rLm 312-0 YSE WITH STANDARD SPECIRCATIONS FOR PUBLIC WORKS CONSTROUION SHEET 1 OF 2 INSTALL 60" R.C.P., D -LOAD PER PLAN. _ - - - - - - - - - - - - - D L.F_ 3O �QJ O4 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. 333-0,DETAIL w ON SHT.3 COY orHe4<5 PP #11536697E. S.W. COR. OF BASELINE E AVE. GPS O a - 1 EA. 6O REMOVE EXIST. TEMPORARY OUTLET STRUCTURE AND OTHER P.M.B. 28/18 WAS USED AS THE Gp EA. � REMOVE 8" PVC BLEEDER PIPE.-------- - - - - - - - - QJ� .4de O8 INSTALL 48" R.C.P., D -LOAD PER PLAN. SUMMIT AVENUE L'O.t/57R' Z/CT elaAle.t'ETE COLLA.Q , Eve 4.,001,4. S7,'O PLAN 380 -/ - - - 3 EA. 0 SEE vorwG. SAT. .J. 8 0 /N5TAGL 60-C"../P GAL/GE/6.--------------- Cr L,F. I) eaysremer MANHOLE w/rq &.rAm C:OVEF rEP, . A.P 4✓A . srV. PLAV 320 - 01 Q EA. Y Pe- rAIL 01J SHr. , 3 OF THE INLAND EMPIRE ��Q�`"1L Fye W Co�t/JrRUC.7" S�/Ck MoRrAIK pwc, PEx L5w BEr_vAxz>1,va couAiry =woo W meq. canwL D1sr_1cT sm PLAN s. P. 17GA ODIFIP-D; Z lErAIL oN sHr 3. H No . !4814 �+ 9 Q /N3ra1LL 2¢., R.C.P. ; 0-L AA PLK PLAN. -,- 10.35 -L.P. !�. Q !D3.32 U 1© 1 ,¢ W N W � -SHEET JOB NO. N HIGHLAND J AVENUE - I TT r? 15/ � e� A'�'D CIVISa! - ti E OF CAl1E�P 126-1150 APPROVED . l�-t�.t- �3�GtD UJ 1 OF w ENGR' S CITY APPROVAL DATE APPROVAL A?E M. MADOLE R.C.E.14814 DATE > a > Pm CITY ENGINEER R.C.E. 25126 w ALNUT AVENUE S.ORAIN TITLE SHEET CHERRY AVE. - 21[0,255]PF: 1050 874 26 -Dec -97 03:10 PM / 126-1050-1 > cn OWG . OA TE `LOO 0 a :3 Y Cr > U = ►I cc Q O I J U W U WI f W U I S I m > a BASELINE ROAD PROJECT Jo VICINITY MAP SITE N.T.S. DRILL AND TAP HOLE AND INSTALL 31V X 114' STAINLESS STEEL SOCKET SET SCREW WITH 'h' RECESSED HEX °i:' DIA. PICK HOLE HOLE ALL THREADS TO BE N.C. T X 1' DIAMOND MAT ,, ., , 1W DEEP AGENCY DESIGNATED INSCRIPTION. ALL y INSTALLATION LOCKING LETTERS 1' HIGH DEVICE �I INSTALL r + LOCKING LOCKING DEVICE DEVICE PLAN 1ti• R 10 . I w , 23'h' OUTSIDE DIA. OF COVER �.�" z DETAIL 'B' - %• �. R - -1 m - - •' 22' DIA -C � U DETAIL 'C' i�� .•,•f CLEAR OPENING p 4 LL ' Zr DIA. CLEAR OPENING I • �- - �- - m SECTION A -A 4' o-�'- -_a 0 d o d v A ° D -p a a Ir DETAIL "B" 7)OUTLINE WHERE ✓ � � �, RNt JOINS RIM OUTLINE WHERE I FINISHED SURFACE RIBS JOIN SAME ANGLE • R WY �>,•.' THROUGHOUT GAP IN RIM OF COVER OPPOSITE PICK HOLE 1'A•w BOTTOM OF MANHOLE COVER DETAIL "C" NOTES: 1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 358, 2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER TESTING AND INSPECTION. 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 5. WEIGHT OF FRAME SHALL BE 30 POUNDS. WEIGHT OF COVER SHALL BE 85 POUNDS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110X. 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 28.600 POUNDS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE APWA-AGC J°'� C00PEAA711E CO'"' - - CATCH BASIN - - MANHOLE FRAME AND COVER �A"°Mo rLm 312-0 YSE WITH STANDARD SPECIRCATIONS FOR PUBLIC WORKS CONSTROUION SHEET 1 OF 2 PREVISIONS a �t INDEX MAP J 0 0 m w J Q U U) a CONSTRUCTION NOTES: QUANTITIES: 1 INSTALL 66 R.C.P., D -LOAD PER PLAN. _ - _ - - - " - - - - - - - - - X93 O2 INSTALL 60" R.C.P., D -LOAD PER PLAN. _ - - - - - - - - - - - - - - 99 L.F_ 3O CONSTRUCT MANHOLE PER APWA STD. PLAN 322-0, DETAIL ON SHT. 3. O4 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. 333-0,DETAIL ON SHT.3 COY orHe4<5 PP #11536697E. S.W. COR. OF BASELINE E AVE. N 00.08'09' O CONSTRUCT TEMPORARY INLET STRUCTURE PER DETAIL ON SHT. 3. _ - - - - - = - 1 EA. 6O REMOVE EXIST. TEMPORARY OUTLET STRUCTURE AND OTHER P.M.B. 28/18 WAS USED AS THE APPURTENANT PIPES.-------------------- EA. O7 REMOVE 8" PVC BLEEDER PIPE.-------- - - - - - - - - - Co /7 .4de O8 INSTALL 48" R.C.P., D -LOAD PER PLAN. O9 L'O.t/57R' Z/CT elaAle.t'ETE COLLA.Q , Eve 4.,001,4. S7,'O PLAN 380 -/ - - - 3 EA. SEE vorwG. SAT. .J. 8 [0 /N5TAGL 60-C"../P GAL/GE/6.--------------- °� L,F. I) eaysremer MANHOLE w/rq &.rAm C:OVEF rEP, . A.P 4✓A . srV. PLAV 320 - 01 _ ! EA. Pe- rAIL 01J SHr. , 3 OF THE INLAND EMPIRE ��Q�`"1L Fye 12 Co�t/JrRUC.7" S�/Ck MoRrAIK pwc, PEx L5w BEr_vAxz>1,va couAiry =woo 1 meq. canwL D1sr_1cT sm PLAN s. P. 17GA ODIFIP-D; Z lErAIL oN sHr 3. 10601 CHURCH STREET STE. 107' RANCHO CUCAMONGA, CA 91730 No . !4814 �+ 9 @ /N3ra1LL 2¢., R.C.P. ; 0-L AA PLK PLAN. -,- 10.35 -L.P. !�. 1146rALL 24" C.Al.P,GALI6E ICP. !D3.32 L•P 1© comaptucr 2¢" G.NJ. P., Is-Av ->a !c ric-LD r7i4SxICA%ED &-ww. ,¢ Exp: 3-31-01 TEMP. B.M. FOUND CHIS. ' f7 " ON TOP OF CURB 9 BCR @ S.W.COR. BASE- LINE 8 REDWOOD ELEV. 1320.93 - (Per Pfeifer &Assoc. Bench run dated 7116/93) BENCH MARK: # 361 BASIS- -OF BEARINGS: CITY OF FONTANA,' CALIFORNIA SPIKE IN NORTH FACE OF THE C.L. OF CHERRY AVE. BEING PP #11536697E. S.W. COR. OF BASELINE E AVE. N 00.08'09' E PER P.M. 1959, &SULTANA AVE. P.M.B. 28/18 WAS USED AS THE ELEVATION: 1365.01 BASIS OF BEARINGS FOR THIS PLAN DRAWN BY: CHERRY AVENUE SCALE: PREPARED IN THE OFFICE OF J. 0. MADOLE AND ASSOCIATES, INC.FTSIO/ °� DESIGNED: STORM DRAIN PLAN AS SHOWN OF THE INLAND EMPIRE ��Q�`"1L Fye E.F TRACT NO 15709 10601 CHURCH STREET STE. 107' RANCHO CUCAMONGA, CA 91730 No . !4814 �+ 9 CHECKED: . TITLE DATE: PHONE (909) 948-1311 ,¢ Exp: 3-31-01 -SHEET JOB NO. DWG. NO. SHEET NO. - I TT r? 15/ � e� A'�'D CIVISa! - ti E OF CAl1E�P 126-1150 APPROVED . l�-t�.t- �3�GtD 257 1 OF ENGR' S CITY APPROVAL DATE APPROVAL A?E M. MADOLE R.C.E.14814 DATE Pm CITY ENGINEER R.C.E. 25126 *P* S.ORAIN TITLE SHEET CHERRY AVE. - 21[0,255]PF: 1050 874 26 -Dec -97 03:10 PM / 126-1050-1 OWG . OA TE `LOO 0