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Home My WebLink About2108-1STREET IMPROVEMENT PLANS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975s AND ANY REVISION THERAFTER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINE OF THE STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THE -CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. CITY OF FONTANA STREET IMPROVEMENT PLANS 6. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICALMANGO ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR AVE., APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEERING DEPARTMENT MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE VVAI�IIIIII STREETS. 10. ADEQUATE CONTROL STAKING SHALL BE SET BY THE ENGINEER TO ENABLE. THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. FOR TOP OF CURB PROFILES ON GRADES LESS THAN 0.40%, GRADE STAKES SHALL BE SET ON 12 1/2 CENTERS. 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13 ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED FOR FOOTHILL BLVD. -DIEVE. OP EEN MART R[Ew: L� KA T CEEN [ER (NOTE: PERMIT REQUIRED FROM' CALTRANS FOR WORK ON FOOTHILL BLVD.) FOOTHILL BOULEVARD DEMOLITION- 2= 3 IMPROVEMENTS- .5- 6 s. T. u a V. CIL LOT sec CROSS-SECTIONS- 10- 11 STRIPING & SIGNAGE- -14 T. L. a. C 0. L O T 5 2 0 w a 1 1 1 e I ZONING C-4 I ! I-. ZONING C-42112! Alft imam ! a� Lim too � � � �ta4a� ��saae�aaa-"ml��aa�_��vraa�.a asr�� - . • FOOTHILL BLVD. : . 9+17.91 - LIMITS OF WORK 9+18 -LIMITS OF WORK � .{.. __ _ __ __.-.._______�__ -- -- - -- -------I-� < ON PALMETTO AVENUE GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING ON MANGO AVENUE CONTRACTOR AFTER COMPLETION OF PAVING. 1. ' 21 -29-.--1T- -SHALE- -BE- SHE-RESPON-SIBItITY-CSF-TH-E -COt+TRACTOfR- TO-- NOTfF�THE- j DATED JANUARY, 1975. 14. REFER TO THE CITY OF FONTANA, UNDERGROUND UTILITY . LOCATION STANDARD BASED ON THE TRAFFIC STUDY BY ROBERT KAHN AND ASSOCIATES, DATED II -PAVIN-HASBEEN - NSTALL-E-D-SQ THkT-THE--E-NfINEER--MAY-fNSTALi_-T DETAIL 129. JULY 19, 1991, AND THE BSI CONSULTANTS, INC., TRAFFIC SIGNAL II THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR 15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES COORDINATION AND TIMING STUDY OF JULY 25TH, 1991, THE FOLLOWING II _STREEEF-CENTERLINE-MONi}bFEhN-�r -AS -REQUIRES.-BYTHE-CIW- CGDE -OF T -HE- AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, THE EXISTING SIGNALIZATION MAST ARMS, MASTS,AND SIGNAL N OR NOT THEY ARE SHOWN ON THESE PLANS AND SHALL REMOVE, REPAIR TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, z N LICENSE OR THE FOLLOWING LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, o II ' 1. FOOTHILL BOULEVARD WILL PROVIDE THE PRIMARY ACCESS TO THE THIS ROADWAY. IMPROVEMENT PACKAGE. THE CONTRACTOR IS AND C-32. N SUBJECT SITE. ROADWAY WIDENING, AND THE CONSTRUCTION OF THE STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. N II W r 16.- AS BUILT DRAWINGS SHALL BE PROIDED BY THE ENGINEER TO THE CITY OF 31. STATE HIGHWAY LANE CLOSURES SHALL CONFORM TO N DOES NOT IMPACT EAST -OR WEST BOUND TRAFFIC SIMULTANEOUSLY. �°!W FONTANA. T-11 FOR SPECIFIED TIMES OUTLINED ON THE ENROACHMENT PERMIT. N tl > 17. TYPE LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE W N I z o uj N CONSTRUCTION PHASES. THE PROJECT PROGRESSES. THIS WILL BE ADDITIONAL WORK TO THE DETERMINED AT THE TIME OF THE CONSTRUCTION AND SHALL CONFORM WITH THE z Womcn-AlWNCITY OF FONTANA STANDARD DETAILS. °° II 18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SOUTHERN CALIFORNIA GAS CO. THE CURB RETURNS AT MANGO AND PALMETTO AVENUES TO PROTECT 4. MANGO AVENUE ROADWAY IMPROVEMENTS AND/OR WIDENINGS ARE TO BE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT .TO THE 16231 VALLEY BLVD. EXISTING SIGNALIZATION EQUIPMENT. SEE NOTE #3 BELOW. , OWNER'S REPRESENTATIVE. F6231 CALIFORNIA 92335 II IMPROVEMENT IS CONTINGENT ON THE RELOCATION OF THE ADJACENT 19. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT. ATTN: LOU ' WESTFALL THE CENTER MEDIAN IMPROVEMENT WILL STOP SHORT OF REMOVING THE 0 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE N EXISTING MEDIAN ISLANDS AND SIGNALIZATION EQUIPMENT AT MANGO AND Z BEEN PLACED, INSPECTED AND APPROVED. " II II I 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK 13 TURE. RATION EQUIPMENT WILL MODIFIED BY OTHERS IN THE FU. 5 PALMETTO AVENUE ROADWAY IMPROVEMENT AND/OR WIDENING ARE TO BE AROUND THEIR FACILITIES. 22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLICWORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 28. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA ttitttHIf I CEL 4 PARCEL 3 -41 -Al ki at 1-1-.1.J - L -L -1_.1-J rw PROPOSED Lill RETAIL SHOP *If vZornitt / paa Area= 7.308 sf Garden Center ( P do 01 o M � N r 01 V_t I0- N W z r z0ai z N 00m(/) �oo�a baa. PROPOSED W WAL MART RL -114 -CGL -OL " ❑ I a' z Cog � U M: B, if/f2NOF a N ------- - - - - - - - - - -- ------- j I y i PROPOSED z RETAIL SHOP 'A Area= 24.430 sq. fL (GROSS) T SITE PLAN/INDEX PLAN SCALE: N.T.S. ATTN.- DAVID JONES RANCHO CUCAMONGA, CA. 9173€ (714) 820-5191 (714) 945-3562 PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CALIFORNIA 92807 (714) 999-5639 Underground Service Alert CaLLJOLL FREE 10,800 X122-4133 GENERAL NOTES 1. ROADWAY IMPROVEMENT SEQUENCING: 21 -29-.--1T- -SHALE- -BE- SHE-RESPON-SIBItITY-CSF-TH-E -COt+TRACTOfR- TO-- NOTfF�THE- j DATED JANUARY, 1975. -ENGINEER-AfTE-RT+IE---BASE-C-OURS-E-HAS--BEEN-C-ONST-RUCTED-AND---BE ORE T -HE BASED ON THE TRAFFIC STUDY BY ROBERT KAHN AND ASSOCIATES, DATED 3. SIGNALIZATION IMPROVEMENTS FOR MANGO AND PALMETTO -PAVIN-HASBEEN - NSTALL-E-D-SQ THkT-THE--E-NfINEER--MAY-fNSTALi_-T 4E- JULY 19, 1991, AND THE BSI CONSULTANTS, INC., TRAFFIC SIGNAL AVENUES, AT THEIR INTERSECTION WITH FOOTHILL BOULEVARD, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR MUNICIPAL COORDINATION AND TIMING STUDY OF JULY 25TH, 1991, THE FOLLOWING ARE SCHEDULED IN THE FUTURE BY OTHERS. IN THE INTERIM, _STREEEF-CENTERLINE-MONi}bFEhN-�r -AS -REQUIRES.-BYTHE-CIW- CGDE -OF T -HE- ROADWAY IMPROVEMENT CONSTRUCTION SEQUENCING HAS BEEN THE EXISTING SIGNALIZATION MAST ARMS, MASTS,AND SIGNAL --Ci1-0E-OFF�}N.FANA - OR NOT THEY ARE SHOWN ON THESE PLANS AND SHALL REMOVE, REPAIR ESTABLISHED: METER EQUIPMENT INSIDE THE EXISTING CURB RETURNS ARE TO 30. THE CONTRACTOR SHALL POSSESS EITHER A CLASS A LICENSE OR THE FOLLOWING 101 BE PROTECTED FROM DAMAGE DURING CONSTRUCTION SHOWN IN CLASS C LICENSES AT THE TIME THIS CONTRACT IS AWARDED CLASS C-10, C-8, 1. FOOTHILL BOULEVARD WILL PROVIDE THE PRIMARY ACCESS TO THE THIS ROADWAY. IMPROVEMENT PACKAGE. THE CONTRACTOR IS AND C-32. _GL SUBJECT SITE. ROADWAY WIDENING, AND THE CONSTRUCTION OF THE TO NOTE THAT THE PLANS DENOTE THE EXISTING CURB RETURNS w \J�o�` CENTER LEFT TURN MEDIANS ARE TO BE SCHEDULED IN A MANNER THAT ARE TO BE LEFT IN PLACE TO PROTECT THE BEFORE MENTIONED 31. STATE HIGHWAY LANE CLOSURES SHALL CONFORM TO CALTRANS STANDARD PLAN DOES NOT IMPACT EAST -OR WEST BOUND TRAFFIC SIMULTANEOUSLY. SIGNALIZATION EQUIPMENT. THE CONTRACTOR WILL BE PROVIDED WITH T-11 FOR SPECIFIED TIMES OUTLINED ON THE ENROACHMENT PERMIT. THESE TWO IMPROVEMENTS ARE TO SCHEDULED IN TWO SEPARATE. INFORMATION ON ADDITIONAL UNDERGROUND CONDUIT REQUIREMENTS AS FONTANA NOT TO SCALE CONSTRUCTION PHASES. THE PROJECT PROGRESSES. THIS WILL BE ADDITIONAL WORK TO THE UTIUTIY NOTIFICATIONS: CONTRACT. EXISTING ROADWAY WIDENING ALONG THE SOUTH CURBLINE WILL STOP SHORT OF WATER: SAN GABRIEL VALLEY WATER COMPANY GAS: SOUTHERN CALIFORNIA GAS CO. THE CURB RETURNS AT MANGO AND PALMETTO AVENUES TO PROTECT 4. MANGO AVENUE ROADWAY IMPROVEMENTS AND/OR WIDENINGS ARE TO BE 11142 GARVEY AVENUE 11 16231 VALLEY BLVD. EXISTING SIGNALIZATION EQUIPMENT. SEE NOTE #3 BELOW. CONSTRUCTED TO CITY STANDARDS. SCHEDULING COMPLETION OF THIS MONTCALIFORNIA 91734 F6231 CALIFORNIA 92335 IMPROVEMENT IS CONTINGENT ON THE RELOCATION OF THE ADJACENT 13) 448-6183 ATTN: LOU ' WESTFALL THE CENTER MEDIAN IMPROVEMENT WILL STOP SHORT OF REMOVING THE POWER POLES BEHIND THE NEW WIDENED EAST CURBLINE. THIS WORK IS 4!' S--- (714) 889-9711 EXISTING MEDIAN ISLANDS AND SIGNALIZATION EQUIPMENT AT MANGO AND INDEPENDENT OF FOOTHILL BOULEVARD IMPROVEMENTS. SEWER: CITY OF FONTANA - T V S PALMETTO AVENUES. THESE EXISTING MEDIAN ISLANDS AND PPALMS TELFVISION 8353 SIERRA AVENUE SOUTHERN CALIFORNIA GAS CO. TURE. RATION EQUIPMENT WILL MODIFIED BY OTHERS IN THE FU. 5 PALMETTO AVENUE ROADWAY IMPROVEMENT AND/OR WIDENING ARE TO BE FONTANA, CALIFORNIA 92335 TRANSMISSION DIVISION CONSTRUCTED TO CITY STANDARDS. SCHEDULING COMPLETION OF THE (714) 350-7640 2191 E. BIRCH STREET 2. SIGNALIZATION IMPROVEMENTS FOR THE MID -BLOCK ENTRANCE FROM NEW WIDENED WEST CURBLINE IMPROVEMENT IS INDEPENDENT OF POWER SOUTHERN CALIFORNIA EDISON CO. BREA, CALIFORNIA 9EET BREA 5ALIFOR 9 FOOTHILL BOULEVARD WILL BE A PART OF ANOTHER CONTRACT. THE FOOTHILL BOULEVARD IMPROVEMENTS. CONTRACTOR WILL BE PROVIDED WITH INFORMATION ON ADDITIONAL P.O. BOX 788 UNDERGROUND CONDUIT REQUIREMENTS AS THE PROJECT PROGRESSES. 300 N. PEPPER STREET TELEPHONE: GENERAL TELEPHONE THIS WILL BE ADDITIONAL WORK TO THE CONTRACT. RIALTO CALIFORNIA 92376 9000 HELLMAN AVE. ATTN.- DAVID JONES RANCHO CUCAMONGA, CA. 9173€ (714) 820-5191 (714) 945-3562 PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CALIFORNIA 92807 (714) 999-5639 Underground Service Alert CaLLJOLL FREE 10,800 X122-4133 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND 21 THE STANDARD SPECIFICATION AND DRAWINGS OF THE CITY OF FONTANA, j DATED JANUARY, 1975. 2. ALL EARTHWORK WITHIN . THE RIGHT--OF--WAY SHALL CONFORM TO SECTION PROPOSED EXISTING DESCRIPTION 19 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, @p DEPARTMENT OF TRANSPORTATION, DATED JANUARY, 1988. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR MUNICIPAL IRRIGATION PIPES AND STRUCTURES WERE TAKEN FROM AVAILABLE AIRPORT RECORDS AND BY FIELD INSPECTION. THE CONTRACTOR SHALL ASSUME Site RESPONSIBILITY FOR ANY ENCOUNTER WITH SAID FACILITIES WHETHER .� OR NOT THEY ARE SHOWN ON THESE PLANS AND SHALL REMOVE, REPAIR 66 OR REPLACE AND SAVE AT THE DIRECTION OF THE CITY ENGINEER. 4. CONSTRUCTION PERMIT SHALL , BE OBTAINED FROM THE FONTANA PUBLIC 101 WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. 5. MANHOLE FRAMES AND COVERS - SHALL BE CONSTRUCTED TO WITHIN 6" CITY STREET LIGHTS CAPPED RISER OF FINISHED PVMT..GRADE BY THE SEWER CONTRACTOR AND THEN RAISED _GL TO GRADE AFTER FINISHED PAVING BY THE PAVING CONTRACTOR. � a 1 w SHEET INDEX SHEET # DESCRIPTION 1 STREET IMPROVEMENT PLANS COVER SHEET 2 DEMOLITION PLAN - MANGO AVENUE & WEST FOOTHILL BOULEVARD .3 DEMOLITION PLAN - EAST FOOTHILL BOULEVARD & PALMETTO AVENUE �4 STREET IMPROVEMENTS - MANGO AVENUE 5 HIGHWAY IMPROVEMENTS - WEST FOOTHILL BLVD. 6 HIGHWAY IMPROVEMENTS - EAST FOOTHILL BLVD. .7 STREET IMPROVEMENTS - PALMETTO AVENUE 8 TYPICAL SECTIONS AND DETAILS 9 ROADWAY CROSS SECTIONS - MANGO AVENUE 10 ROADWAY CROSS SECTIONS - WEST FOOTHILL BLVD. 11 ROADWAY CROSS SECTIONS - EAST FOOTHILL BLVD. 12 ROADWAY CROSS SECTIONS - PALMETTO AVENUE 13 STRIPING & SIGNAGE - MANGO AVE. & PALMETTO BLVD. 14. STRIPING & SIGNAGE - FOOTHILL BLVD. 15A CONDUIT PLAID - FOOTHILL BLVD. 5B SIGNS,STRIPING & MARKINGS SUMMARY 16 'SANITARY SEWER PLAN TITLE SHEET 17 SANITARY SEWER - MANGO AVENUE (WEST) 18 SANITARY SEWER - PALMETTO AVENUE (EAST) 19 CITY STANDARD DETAILS SYMBOLS -LEGEND 21 j Ul R� W Q EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION 15 W In � N J @p 3 RIALTO MUNICIPAL BASE LINE RD. AIRPORT Site FIRE HYDRANTS .� 'FOOTHILL BLVD 66 POWER POLES 101 721 BACKFLOW I I POST INDICATOR ALVE AND ARROW BLVD CITY STREET LIGHTS CAPPED RISER _GL Q � a 1 w \J�o�` VALLEY BLVD � P _ > - 10Jc -. CATCH BASIN Q � o z w. VICINITY MAP FONTANA NOT TO SCALE SHEET INDEX SHEET # DESCRIPTION 1 STREET IMPROVEMENT PLANS COVER SHEET 2 DEMOLITION PLAN - MANGO AVENUE & WEST FOOTHILL BOULEVARD .3 DEMOLITION PLAN - EAST FOOTHILL BOULEVARD & PALMETTO AVENUE �4 STREET IMPROVEMENTS - MANGO AVENUE 5 HIGHWAY IMPROVEMENTS - WEST FOOTHILL BLVD. 6 HIGHWAY IMPROVEMENTS - EAST FOOTHILL BLVD. .7 STREET IMPROVEMENTS - PALMETTO AVENUE 8 TYPICAL SECTIONS AND DETAILS 9 ROADWAY CROSS SECTIONS - MANGO AVENUE 10 ROADWAY CROSS SECTIONS - WEST FOOTHILL BLVD. 11 ROADWAY CROSS SECTIONS - EAST FOOTHILL BLVD. 12 ROADWAY CROSS SECTIONS - PALMETTO AVENUE 13 STRIPING & SIGNAGE - MANGO AVE. & PALMETTO BLVD. 14. STRIPING & SIGNAGE - FOOTHILL BLVD. 15A CONDUIT PLAID - FOOTHILL BLVD. 5B SIGNS,STRIPING & MARKINGS SUMMARY 16 'SANITARY SEWER PLAN TITLE SHEET 17 SANITARY SEWER - MANGO AVENUE (WEST) 18 SANITARY SEWER - PALMETTO AVENUE (EAST) 19 CITY STANDARD DETAILS SYMBOLS -LEGEND j EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION PROPOSED @p MANHOLES 0-* �! AN MANHOLES0 T T FIRE HYDRANTS Q CLEANOUT Q POWER POLES 101 VALVES BACKFLOW I I POST INDICATOR ALVE AND CITY STREET LIGHTS CAPPED RISER _GL SIGN o M METER s M o CB CATCH BASIN o V VAULT ■ V TRAFFIC SIGNAL UNDERGROUND UTILITIES EXISTING PROPOSED - ~ WATER ®•.• 6!W i - 3"6 -- GAS r -- E ELECTRICAL E ------ 4"S SANITARY SEWER 4!' S--- T -- TELEPHONE T_ - T V - - - TELFVISION TV -� ==8"SD===--=====STORM DRAIN 87S ■ ,_m I